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Susitna-Watana Hydroelectric Project Document
ARLIS Uniform Cover Page
Title:
SuWa 257
Initial Study Report Meetings, October 17, 2014 : Millennium Hotel, 4800
Spenard Road, Anchorage, Alaska 99517
Author(s) – Personal:
Author(s) – Corporate:
Initial Study Report Meetings (2014 October 17 : Anchorage, Alaska)
AEA-identified category, if specified:
November 14, 2014 technical memorandum filings
AEA-identified series, if specified:
Series (ARLIS-assigned report number): Existing numbers on document:
Susitna-Watana Hydroelectric Project document number 257
Published by: Date published:
[Anchorage, Alaska : Alaska Energy Authority, 2014] November 15, 2014
Published for: Date or date range of report:
Volume and/or Part numbers:
Final or Draft status, as indicated:
Attachment C
Document type: Pagination:
Technical memorandum 309 p. in various pagings
Related work(s): Pages added/changed by ARLIS:
Cover letter to this report: Susitna-Watana Hydroelectric
Project, FERC Project no. 14241-000; Filing of Initial Study Plan
Meetings transcripts and additional information in response to
October 2014 Initial Study Plan Meetings. (SuWa 254)
Attachments A-B (SuWa 255-256) and D-N (SuWa 2 58-268)
Added cover letter (4 pages)
Notes:
Contents: Part A. Transcripts -- Part B. Agenda and presentations.
In the electronic version, this cover page and the cover letter precede Part A only.
All reports in the Susitna-Watana Hydroelectric Project Document series include an ARLIS-
produced cover page and an ARLIS-assigned number for uniformity and citability. All reports
are posted online at http://www.arlis.org/resources/susitna-watana/
November 14, 2014
Ms. Kimberly D. Bose
Secretary
Federal Energy Regulatory Commission
888 First Street, N.E.
Washington, D.C. 20426
Re: Susitna-Watana Hydroelectric Project, Project No. 14241-000
Filing of Initial Study Plan Meetings Transcripts and Additional Information in
Response to October 2014 Initial Study Plan Meetings
Dear Secretary Bose:
By letter dated January 28, 2014, the Federal Energy Regulatory Commission
(Commission or FERC) modified the procedural schedule for the preparation and review
of the Initial Study Report (ISR) for the proposed Susitna-Watana Hydroelectric Project,
FERC Project No. 14241 (Project).1 As required by the Commission’s January 28 letter,
the Alaska Energy Authority (AEA) filed the ISR with the Commission on June 3, 2014
and conducted ISR meetings on October 15, 16, 17, 21, 22, and 23, 2014. Attached as
Attachments A-1 through F-2 are the written transcripts (along with the agenda and
PowerPoint presentations) for these ISR meetings.
During the October ISR meetings, AEA and licensing participants identified
certain technical memoranda and other information that AEA would file with the
Commission by November 15, 2014. In accordance, AEA is filing and distributing the
following technical memoranda and other information:
• Attachment G: Glacier and Runoff Changes (Study 7.7) and Fluvial
Geomorphology (Study 6.5) - Assessment of the Potential for Changes in
Sediment Delivery to Watana Reservoir Due to Glacial Surges Technical
Memorandum. This technical memorandum documents AEA’s analysis of the
potential changes to sediment delivery from the upper Susitna watershed into
the Project’s reservoir from glacial surges.
• Attachment H: Riparian Instream Flow (Study 8.6) and Fluvial
Geomorphology (Study 6.6) - Dam Effects on Downstream Channel and
Floodplain Geomorphology and Riparian Plant Communities and Ecosystems
− Literature Review Technical Memorandum. This literature review technical
1 Letter from Jeff Wright, FERC Office of Energy Projects, to Wayne Dyok, Alaska Energy Authority,
Project No. 14241-000 (issued Jan. 28, 2014).
2
memorandum synthesizes historic physical and biologic data for the Susitna
River floodplain vegetation (including 1980s studies), studies of hydro project
impacts on downstream floodplain plant communities, and studies of un-
impacted floodplain plant community successional processes.
• Attachment I: Susitna River Fish Distribution and Abundance Implementation
Plan, Appendix 3. Protocol for Site-Specific Gear Type Selection, Version 5.
In accordance with the fish distribution and abundance studies, as described in
Revised Study Plan (RSP) Sections 9.5 and 9.6 and in the Fish Distribution
and Abundance Implementation Plan, this appendix establishes the protocol
for site-specific gear type selection for fish surveys. Throughout study plan
implementation, AEA has updated this appendix as needed to provide
consistent direction to all field teams. Version 1 of Appendix 3 was originally
filed with the Fish Distribution and Abundance Implementation Plan in March
2013. That version was updated twice (Versions 2 and 3) during the 2013
field season to accommodate protocol changes that related to FERC’s April 1,
2013 Study Plan Determination, field permits, and lessons learned during
study implementation. Version 4 was the protocol used for the 2014 field
season and was updated with respect to the prioritization of gear use and
based on 2013 data collected. This version herein, Version 5, will be followed
during the 2015 field season.
• Attachment J: Fish Distribution and Abundance in the Upper and
Middle/Lower Susitna River (Studies 9.5 and 9.6): Draft Chinook and Coho
Salmon Identification Protocol. This document established a Chinook and
coho salmon identification protocol to support accurate and consistent field
identification across field teams. It will allow for additional quality control
and assurance of field identification calls and for estimation and reporting of
any field identification error that may occur in future sampling efforts.
• Attachment K: Characterization and Mapping of Aquatic Habitats (9.9),
Errata to Initial Study Report Part A - Appendix A, Remote Line Mapping,
2012. This errata provides a corrected version of map book for Remote Line
Mapping, 2012. The version filed with the ISR (June 3, 2014) used a data
query to build the maps in geomorphic reaches MR-1 to UR-5 that mistakenly
did not include side slough habitat, so that no side sloughs were depicted on
the Appendix A maps 1 through 21. This version was corrected by including
side slough habitat in the data query for geomorphic reaches MR-1 to UR-5.
This version now includes side sloughs.
• Attachment L: Characterization and Mapping of Aquatic Habitats Study 9.9,
Revised Map Book for 2012 Remote Line Mapping. This map book represents
an update to the version published on June 3, 2014 with the Study 9.9 Initial
Study Report and the errata provided concurrently with this filing (see
Attachment K). The maps presented include all macrohabitat and mesohabitat
line identifications available in the 2012 Remote Line Mapping ArcGIS
3
shapefile. This map book should be considered a full replacement for
previous versions and represents the final product for the 2012 remote line
habitat mapping effort.
• Attachment M: Study of Fish Passage Barriers in the Middle and Upper
Susitna River and Susitna Tributaries (Study 9.12), Fish Passage Criteria
Technical Memorandum. This technical memorandum presents a proposed
final list of fish species that will be included in the fish barrier analysis as well
as depth, leaping and velocity passage criteria for selected fish species. AEA
previously consulted with the federal agencies and other licensing participants
regarding the information within the technical memorandum during a March
19, 2014 Fisheries Technical Meeting.
In addition to the technical memoranda and other information identified above,
AEA is filing a short errata (Attachment N) to the Mercury Assessment and Potential for
Bioaccumulation Study (Study 5.7), Evaluation of Continued Mercury Monitoring
Beyond 2014 Technical Memorandum. This technical memorandum, which was
originally filed on September 30, 2014, evaluates the need for continued monitoring of
mercury data beyond 2014 and whether the existing data collection efforts are sufficient
to satisfy objectives for characterizing baseline mercury conditions in the Susitna River
and tributaries (RSP Section 5.7.1). Since the filing of this TM and based upon the
ongoing QA/QC of the data reported in that TM, AEA discovered errors in the TM. The
attached TM corrects those errors. Additionally, the errata corrects corresponding errors
in the Mercury Assessment and Potential for Bioaccumulation presentation presented
during the October 16, 2014 ISR meeting.
Finally, AEA notes that data collected during the Study Plan implementation, to the
extent they have been verified through AEA’s quality assurance and quality control (QAQC)
procedures and are publicly available, can be accessed at http://gis.suhydro.org/isr_mtg. On
November 14, 2014, AEA posted the following data to this website:
• Baseline Water Quality Data (Study 5.5), 2013 QAQC water quality data
and DVRs per the Quality Assurance Project Plan.
• Breeding Survey Study of Landbirds and Shorebirds (Study 10.16),
cumulative 2013-2014 data.
• Characterization and Mapping of Aquatic Habitats (Study 9.9), ArcGIS
shapefile “ISR_9_9_AQHAB_RemoteLineMapping_2012.shp” used to
generate the maps in Attachment L.
4
AEA appreciates the opportunity to provide this additional information to the
Commission and licensing participants, which it believes will be helpful in determining
the appropriate development of the 2015 study plan as set forth in the ISR. If you have
questions concerning this submission please contact me at wdyok@aidea.org or (907)
771-3955.
Sincerely,
Wayne Dyok
Project Manager
Alaska Energy Authority
Attachments
cc: Distribution List (w/o Attachments)
Susitna-Watana Hydroelectric Project
(FERC No. 14241)
Initial Study Report Meetings
October 17, 2014
Part A – Transcripts
Millennium Hotel
4800 Spenard Road
Anchorage, Alaska 99517
Filed November 15, 2014
SUSITNA-WATANA HYDRO
Agenda and Schedule
Initial Study Report (ISR) Meetings
Ice (Study 7.6), Instream Flow (Study 8.5),
Riparian Instream Flow (Study 8.6),
Riparian Vegetation (Study 11.6)
Millennium Hotel
4800 Spenard Road
Anchorage, Alaska
October 17, 2014
___________________________________________________________
ATTENDEES
Emily Anderson, Wild Salmon Center
Julie Anderson, Alaska Energy Authority
Nate Anderson, Alaska Energy Authority
Laura Arendall, (phone) R2 Resource Consultants
Greg Auble, U.S. Geological Survey
Brian Bjorkquist, Department of Law
Jessica Blizard, Tetra Tech
Becky Long, Unidentified
Taunnie Boothby, DCCED
Martin Bozeman, Alaska Energy Authority
Mark Bureti (sp), Alaska Department of Fish and Game
Bryan Carey, Alaska Energy Authority
John Clark, St. Hubert Research Group
Kasey Clipperton, (phone) Golder
Jason Conder, Environ
Justin Crowther, Alaska Energy Authority
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Susitna-Watana Hydro ISR Meeting
October 17, 2014
Matt Cutlip, Federal Energy Regulatory Commission
Mark Dalton, HDR
Connie Downing, Tyonek
Steve Ertman, (phone), HDR
Kevin Fetherston, R2 Resource Consultants
Bill Fullerton, Tetra Tech
Hal Geiger, St. Hubert Research Group
Harry Gibbons, Tetra Tech
George Gilmour, Meridian Environmental
Dara Glass (phone), CIRI
Domoni Glass, Environ
Leanne Hanson, U.S. Geological Survey
Mike Harvey, Tetra Tech
Jeremy Hayes, MSI Communication
Sandie Hayes, Alaska Energy Authority
Dan Healy, Northwest Hydraulic Consultants
Eric Henderson, Unknown
Phil Hilgert, R2 Resource Consultants
Chris Holmquist Johnson, U.S. Geological Survey
Nick Jayjack, Federal Energy Regulatory Commission
Kim Jones, Alaska Department of Fish and Game
Mary Louise Keefe, R2 Resource Consultants
Jan Konigsberg, Unidentified
Joe Klein, Alaska Department of Fish and Game
Kate Knox, (phone) R2 Resource Consultants
Felix Kristanovich, Environ
Matthew LaCroix, Environmental Protection Agency
Ellen Lance, U.S. Fish and Wildlife Service
Michael Lilly, GW Scientific
Becky Long, Susitna River Coalition
Matt Love, Van Ness Feldman
Betsy McGregor, Alaska Energy Authority
Betsy McCracken, U.S. Fish and Wildlife Service
David McLean, Northwest Hydraulic Consultants
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Susitna-Watana Hydro ISR Meeting
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Bill Miller, (phone) Miller Ecological Consultants
Sarah O'Neil, Unidentified
Doug Ott, Alaska Energy Authority
Steve Padula, McMillen
Dirk Pedersen, Stillwater Sciences
Kathryn Peitier, McMillen
Kevin Petrone, R2 Resource Consultants
Guy Phillips, Kier Associates
Dudley Reiser, R2 Resource Consultants
Greg Reub, Environ
Eric Rothwell, National Marine Fisheries Service
Timothy Ruga, AKRF
Greg Ruggerone, NRC
Tim Russo, Unidentified
Alice Shelly, R2 Resource Consultants
Al Shepherd, Unidentified
Alaina Smith, Tetra Tech
Sam Snyder (sp), Unidentified
Marie Steele, Alaska Department of Natural Resources
Miranda Studstill, Accu-Type Depositions
Wayne Swaney, Stillwater Sciences
Cassie Thomas, Unidentified
Rachel Thompson, Alaska Energy Authority
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Unidentified Speaker (phone)
Gary Van Der Vinne, Northwest Hydraulic Consultants
Jose Vasquez, Northwest Hydraulic Consultants
Jeff Walker, Unidentified
Steve Walker, Unidentified
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Susitna-Watana Hydro ISR Meeting
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Sue Walker, National Marine Fisheries Service
Aaron Wells, ABR
Simon Wigren, HDR
Fred Winchell, Louis Berger
Whitney Wolff, Unidentified
Mike Wood, Susitna River Coalition
Lyle Zevenbergen, Tetra Tech
Jon Zufelt, HDR
INTRODUCTION
MR. PADULA: Good morning, folks. We're going to get started.
Those of you who have been with us all week, this is day three of the
formal Initial Study Report meeting and the Susitna project. Today we're
going to focus on -- going on the agenda, we get through Ice Processes,
Fish and Aquatics Instream Flow, Riparian Instream Flow, and Riparian
Vegetation, so only four topics, but four big topics.
Again, my name is Steve Padilla with McMillen. I'll be your
facilitator for today. You can't hear at all?
MS. KEEFE: Not much.
MR. PADULA: Well, that's because you're sitting back in the
corner.
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Susitna-Watana Hydro ISR Meeting
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UNIDENTIFIED SPEAKER: Maybe you're getting hoarse.
MR. PADULA: So, again, day three. I appreciate folks who have
made it back, and I think there's a few new faces in the room for today.
Similar remarks for those who have been here this week. If we have
any safety issues, again, any of these exits will get you out to the hallway
and stairs downstairs quickly. Bathrooms are straight out and down the
hallway to the right.
We have folks on the phone. I think we've solved, but not fully, our
issues with the microphones. Again, I appreciate everybody paying
attention. If you have comments to make, use the microphone, keep it
close to your mouth, talk directly into it. That will help us a lot.
Please identify yourself, at least the first one or two times you make
comments for the court reporter's benefit. We do have a court reporter.
Miranda is back with us for day three.
We'll have our scheduled breaks and lunch per the agenda, states
those times. There is, as the last two days, opportunity for caucus if
anybody needs that. Please let us know, and we'll work out those details.
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Susitna-Watana Hydro ISR Meeting
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Again, identifying yourself -- yes, Cassie?
MS. THOMAS: Several of us had a question about how soon the
transcripts will be available?
MR. PADULA: Do you have an estimate, guys?
MS. STUDSTILL: I think (indiscernible - distance from
microphone), and then the week after (indiscernible - distance from
microphone).
MR. DYOK: I don't know a date, but it would be no later than the
15th of November. But is there a need to have them like as soon as
possible, Cassie?
MS. THOMAS: Yeah (affirmative), because those of us who have
been trying to do this over the phone, and we've (unintelligible) hear
what's really being talked about.
MR. DYOK: Okay.
MS. THOMAS: No one can hear what's really being talked about.
MR. DYOK: As soon as we can have them available for filing, we'll
get them on our website and file them.
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Susitna-Watana Hydro ISR Meeting
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MR. PADULA: And the mic wasn't on there, but it sounds like as
soon as they're available, EPA will let the folks know, and that will
hopefully compensate for some of the issues with the folks on the phone
not being able to hear everything.
Let's start .....
MS. WOLFF: This is Whitney. That's why you (indiscernible -
interference with speakerphone).
MR. PADULA: Yeah (affirmative). So again, Wayne's
microphone wasn't on, so we will, again, do better during the day.
So let's start with introductions, and I know, again, for folks on the
phone, they're not going to be able to hear this because we're not going to
pass the mic around to the room. But everybody will, if you haven't
already, sign in on the sign-in sheet. So again, that information is
available. Bear with us, we're just going to do some quick introductions in
the room.
MR. CROWTHER: Justin Crowther, AEA.
MR. WIGREN: Simon Wigren, HDR.
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MS. SHELLY: Alice Shelly, R2.
MR. HILGERT: Phil Hilgert, R2.
MR. REISER: Dudley Reiser, R2.
MR. DYOK: Wayne Dyok, Alaska Energy Authority.
MS. MCGREGOR: Betsy McGregor, Alaska Energy Authority.
MS. GLASS: Dara Glass, CIRI.
MS. LANCE: Ellen Lance, Fish and Wildlife Service.
MS. MCCRACKEN: Betsy McCracken, Fish and Wildlife Service.
MR. VAN DER VINNE: Gary Van Der Vinne, NHC.
MS. WALKER: Sue Walker, National Marine Fisheries Service.
MS. STEELE: Marie Steele, Department of Natural Resources.
MR. KLEIN: Joe Klein, Alaska Department of Fish and Game.
MR. ZUFELT: Jon Zufelt with HDR.
MS. PELTIER: Kathryn Peltier, McMillen.
UNIDENTIFIED SPEAKER: (Indiscernible - distance from
microphone).
MR. RYCHENER: Tyler Rychener, Louis Berger (unintelligible).
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Susitna-Watana Hydro ISR Meeting
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MR. WINCHELL: Fred Winchell, Louis Berger.
MS. THOMPSON: Rachel Thompson, Alaska Energy Authority.
MR. KRISTAOVICH: Felix Kristanovich, Environ.
MR. HOLMQUIST-JOHNSON: Chris Holmquist-Johnson, USGS.
MS. GLASS: Dominic Glass, Environ.
MR. CONDER: Jason Conder, Environ.
MS. HANSON: Leanne Hanson, USGS.
MR. OTT: Doug Ott, Alaska Energy Authority.
MS. ANDERSON: Julie Anderson, Alaska Energy Authority.
MR. LACROIX: Matt LaCroix, EPA.
MR. MCLEAN: David McLean, Northwest Hydraulic Consultants.
MR. VASQUEZ: Jose Vasquez, NHC.
MR. BOZEMAN: Marty Bozeman, AEA.
UNIDENTIFIED SPEAKER: (Unintelligible), AEA.
MR. REUB: Greg Reub, Environ.
MR. GEIGER: Hal Geiger, St. Hubert Research Group.
MR. CLARK: John Clark, St. Hubert Research Group.
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MR. GILMOUR: George Gilmour, Meridian Environmental
Services.
MR. PETRONE: Kevin Petrone, R2.
UNIDENTIFIED SPEAKER: (Indiscernible - distance from
microphone).
MR. WOOD: Mike Wood, (indiscernible - distance from
microphone).
MS. JONES: Kim Jones, Fish and Game.
MR. BURETI: Mark Bureti, Department of Fish and Game.
MR. AUBLE: Greg Auble, USGS.
MR. HARVEY: Mike Harvey, Tetra Tech.
MR. PADULA: Speak as loud as you can, folks, please.
MR. ZEVENBERGEN: Lyle Zevenbergen, Tetra Tech.
MS. BLIZZARD: Jessica Blizzard, Tetra Tech.
MR. GIBBONS: Harry Gibbons, Tetra Tech.
MS. LONG: Becky Long, Susitna River Coalition.
MS. THOMAS: Cassie Thomas, National Park Services.
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MR. JAYJACK: Nick Jayjack, FERC.
MR. CUTLIP: Matt Cutlip, FERC.
MR. FULLERTON: Bill Fullerton, Tetra Tech.
MS. KEEFE: Mary Louise Keefe, R2.
MR. PADULA: Thank you. And folks on the phone, if you could,
please, introduce yourselves.
MR. SHEPHERD: Al Shepherd (indiscernible).
MR. RUSSO: Tim Russo, Tim Russo from (indiscernible) .
MR. ERTMAN: Steve Ertman from HDR.
MR. WALKER: Jeff Walker with (indiscernible).
MR. HEALY: Dan Healy, Northwest Hydraulic Consultants.
MS. WOLFF: Whitney Wolff, Talkeetna Community Council.
UNIDENTIFIED SPEAKER: (Indiscernible - interference with speaker-
phone).
MR. CLIFFORTON: Stacy Clifforton (indiscernible).
MR. ROTHWALL: Eric Rothwell.
MR. PEDERSON: Dirk Pederson from Stillwater Sciences.
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MR. PADULA: Thank you very much. Most of that came through
pretty well. So again, if you have questions, just give us a heads up, and
we will (indiscernible - interference with microphone).
Yeah (affirmative), and we have had some issues with background
noise. So if you can put yourselves on mute on the phone, unless you want
to speak to us. That might help. I appreciate that.
So again, I apologize to folks who have listened to this for two days
already, but just to quickly cover the purpose of the meetings. Again, this
is a required meeting after the filing of the Initial Study Report, intended
for the applicant, participants, and FERC staff to have an opportunity to
discuss the study results to date as well as any variances that might have
occurred during the work that's been done to date, propose modifications
for upcoming work, and again, the opportunity both for the applicant and
others to voice their opinions on whether there's any need for
modifications to be considered going forward.
Again, those of you that have been with us for a while, there was a
draft Initial Study Report that was issued in February, and the final was
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issued in June. We had an extension of time granted by FERC, given the
volume of information, which ran through the beginning of this month,
leading up to the set of meetings this week and next week.
As you know, last month there were a number of supplemental
technical memos that were submitted to bring folks up to speed on work
that had been continuing since the filing of the ISR. Again, it was
substantial information, so FERC granted, again, another extension of time
for folks to have an opportunity to review that information and has also set
up a second set of meetings in January that will specifically focus on the
content of this latest information in the technical memos.
We have tried to not focus much on the 2014 information so far, but
there have been instances where it has been helpful. And we're certainly
open to, again, depending on the questions and interests of the audience, to
have our folks go over some of the 2014. So again, when that makes sense
and folks want to do that, we certainly will.
So the new upcoming major deadlines, January 22nd, which will
follow the next set of ISR meetings is now the deadline for AEA to file
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Susitna-Watana Hydro ISR Meeting
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meeting summaries on both sets of meetings. Thirty days later is the
deadline for any of the licensing participants to file comments on both the
meeting summaries as well as their own recommendations to FERC in
terms of potential modifications to existing studies or any
recommendations for new studies.
A month later, there's response opportunity, and then finally in
April, FERC will make its determination as to any disagreements which
are raised and their recommendations as to needing modifications to the
study plan for future work. And then we have a couple of just
placeholders there.
Again, after the next full season of work, we have a similar
opportunity here where there will be an updated study report prepared, and
then the same kind of opportunities for comment.
We're in day three here of this week, October 17th, and the agenda is
up there on the right indicating what we'll cover today. And then there are
three meetings scheduled next week, which will continue the set of Initial
Study Report meetings.
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Susitna-Watana Hydro ISR Meeting
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We can skip that slide. It says a lot of what I've said.
A reminder for folks here just to how the Initial Study Report was
formatted. Part A reproduced what was issued in February as a draft ISR.
Part B provided supplemental information or errata on Part A, and Part C
provided new information. Again, this took us through June in terms of
information.
The approach for today will be the same as the last couple of days.
We're going to have all of our lead presenters quickly go through
approximately a 10 to 15-minute overview, quickly get through objectives,
components, and methods. Again, we assume folks to have read that
information either back in the study plans or in the ISR itself.
We're going to move on to the focus on variances, again, that may
have occurred during the work done to data; summarize results, again,
focusing on 2013. And if the AEA is proposing any modifications going
forward, we will cover that information. Then we'll open it up to
discussion.
And, again, I think there's been some good feedback. I've been
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Susitna-Watana Hydro ISR Meeting
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getting some good back and forth technical discussion over the last couple
days. We want to encourage that to continue, and that's all.
The last three slides, again, are just the reproduction of FERC's
regulations as to requirements if someone is going to suggest a
modification to a study or a new study. The information is up on the walls
in the back of the room if folks want to reference that.
And, Wayne, anything to say today? Nope.
MR. DYOK: Nope. Just let's keep the dialogue going like we had
the last couple of days. It was very productive, and I'm going to encourage
Jon and others -- Steve said 10 to 15. I'm going to say 10.
STUDY OF ICE PROCESSES IN THE SUSITNA RIVER
(STUDY 7.6)
MR. ZUFELT: You ready? So Jon Zufelt. I'm with HDR, and I'm
the study lead for the Ice Processes in the Susitna River Study. And I'm
not going to go, you know, word for word over everything here, but
basically, you know, you've had this material.
The objectives more or less are to understand what the ice processes
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are on the Susitna River currently through a variety of means, direct
observations, aerial reconnaissance, remote cameras, time-lapse
photography, and historical data from the 80’s studies. And through that
develop a modeling approach, conduct numerical modeling efforts on the
existing conditions, and then with the confidence in those models, be able
to simulate proposed project conditions.
And within all of our study there's a large component of interaction
with a fair number of other studies that do require information on what's
going on in the river during wintertime, during the ice season, which, for
this river, is anywhere from -- well, like we've see in the past couple
weeks, you know, mid-October to last year, 2013, where we didn't have
break-up until the end of May 2013. So it's a considerable amount of time.
The components in this study more or less cover the, you know,
were in line with the objectives, and these are described in the ISR Part A.
As far as variances, we really didn't have any significant variances at
all. There were very minor ones in the study plan such as suggested
locations for time-lapse cameras. Due to better points of view on the river,
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we changed those slightly. So not really any variances at all.
Then just a summary of results that are in the ISR, more or less our
direct observation results, which is the break-up and the freeze-up
observations from the mouth of the river up to the Oshetna, as well as
mapping of thermal and velocity open leads in the river a couple times
during the winter. Ice thickness, elevation, winter discharge
measurements, and basically, you know, that's what's in the ISR.
Another couple things in the ISR; we did a very limited assessment
of the Lower River water elevations that could occur due to increased
discharges in a couple locations in the Lower River at Sunshine and
Susitna Station. That's in Appendix A.
And then there was a white paper that was developed. It was a
review of existing cold regions hydropower projects around the world,
mostly in Canada with some in Iceland, and Norway, and Sweden and
what techniques were used to analyze and model those systems in terms of
numerical simulations. And that's Appendix C.
And then we're not going to talk about '14.
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Really there wasn't any proposed modifications, other than the fact
that we did not have access for placing remote cameras on the CIRWG
lands, and so we used other means to supplement our lack of cameras. We
used additional aerial observation flights, and we also had the benefit of a
couple of the remote telemetered sites, the ESS stations. So we were able
to use that as well.
And then I'll just end right there, and we'll open it up.
MR. PADULA: Thank you, Jon. Questions for Jon? The mic is on
and.....
MR. VAN DER VINNE: This is Gary Van Der Vinne, and I'm with
NHC. I have a few questions I guess.
MS. STUDSTILL: Can I just interrupt for a second? You're going
to have to talk a lot louder, directly into the microphone because we're not
going to.....
MR. VAN DER VINNE: All right. I'll put this here.
MS. STUDSTILL: Thank you.
MR. VAN DER VINNE: That better? Just that and I made some
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notes beforehand. So I'm going to go through them.
The FSP identified aerial reconnaissance for 2014 freeze-up, and
you said you're not going to be doing anymore? Is that.....
MR. ZUFELT: That is the plan right now. It was felt that there are
some budget concerns for the freeze-up observations for 2014.
MR. VAN DER VINNE: So two years is enough for.....
MR. ZUFELT: Two years -- the two freeze-up observation years --
freeze-up tends to progress in a -- I don't want to say uniform. It's not
uniform, but it's not as highly variable as break-up occurs. And generally
we have a process where the ice cover -- you know, the ice stops moving
down near the mouth, and it starts building there; and once it works its way
past the Yentna River, it pretty much, in a progression, just leads up
stream. There are a few small areas where short ice covers also meet and
form a bridge over and progress upstream. They usually tend to progress
maybe a mile or two before being overtaken by the main river progression.
The Devil's Canyon area is a mish-mash of happening in the
wintertime. It freezes up, blows out, freezes up, blows out, you know,
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almost daily it seems at times, and then upstream of Devil's Canyon, once
freeze-up progresses through that area, it pretty much is locked in for the
winter.
MR. VAN DER VINNE: And that's consistent with the 80’s
observations as well?
MR. ZUFELT: It is, especially our 2012 freeze-up and the -- and
this is in the ISR, but I believe it was the 1982 freeze-up; they tracked
really closely together. Even the occurrence of small ice covered bridging
areas within Devil's Canyon that tend to form and, you know, maybe
progress about a half a mile.
MR. VAN DER VINNE: Because the opportunity is there to collect
more data before the program is over, so it would be better if you could do
it under a freeze-up program.
MR. ZUFELT: And we do have the remote telemetry cameras still
at several of the ESS stations that do provide -- provides things to look at
every morning when I turn on my computer.
MR. VAN DER VINNE: Yesterday some of the other studies were
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talking about modeling up to Station 29.9, whereas you're proposing just to
do the Middle River. Have you considered extending that down to 29.9 to
be consistent with their models?
MR. ZUFELT: We have not. Below the three rivers area, we move
into a highly-braided river system, many channels. Models just don't exist
to model highly complex channel configurations with ice processes.
MR. VAN DER VINNE: Yet, the Lower River has some significant
ice processes; does it not?
MR. ZUFELT: It does. Not as, what I would say, vertically
dynamic as the Middle River and the upper. Just because we have so many
potential channels for ice to move down, or to block up, and the water to
just shift to other channels. The impacts on water elevation are less in the
Lower River just because we have so many braided channels.
MR. VAN DER VINNE: So how are they going to get information
on ice from you if we don't have a model for that area?
MR. ZUFELT: Good question.
MR. VAN DER VINNE: Another issue during break-up, open leads
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and ice jamming are a significant phenomenon that they can't be modeled
very well from the ice model. How are you going to capture that in the
project scenario?
MR. ZUFELT: What specific -- you mentioned open leads and.....
MR. VAN DER VINNE: How are you going to assess the changes
in those phenomena?
MR. ZUFELT: The river 1D model that we're using is a dynamic
ice processes model. So as discharge increases, there will be forces
exerted on existing ice covers. If they exceed the resisting capability in the
ice cover or ice jam, it will fail and move downstream.
So if we're looking at future operating conditions, the ice cover itself
will likely be different, and the discharge response from our project
operations will also be different. But we'll -- you know, in ice jam theory,
you're still using this -- well, it's not an equilibrium theory. It's a dynamic
equilibrium more or less, and it will be -- when the forces reach a certain
level, either the thermal forces by melting out the ice or the dynamic
forces, you know, exceeding the resisted forces of the jam, it should fail.
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MR. VAN DER VINNE: And the model can do the failure of the
jam?
MR. ZUFELT: It will calculate the forces exerted on the jam. And
again, this is all a 1D model. So it's a 1D assumption, integration of the
many channel characteristics, and the model will be able to decide at this
location, due to this discharge and the current ice thickness, if it cannot
stay in place, then it will move downstream.
MR. VAN DER VINNE: And the formation of the jams as well?
MR. ZUFELT: Formation of the jams, we do have to input
locations. Well, in freeze-up formation, we do have to input locations of
ice bridging points.
MR. VAN DER VINNE: And what's the status of the model right
now?
MR. ZUFELT: We are in the ice model calibration stage right now.
MR. VAN DER VINNE: So the model has been.....
MR. ZUFELT: The model has been calibrated for open water
conditions, and it's responding exceptionally well. It's a mass conservation
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model, so it's tracking, you know, wave forms through the system very
well.
MR. VAN DER VINNE: Uh-huh (affirmative). But that's the
existing part of the model. They were developing some ice components?
MR. ZUFELT: It's all put together.
MR. VAN DER VINNE: It is?
MR. ZUFELT: We're in the process of calibrating to the -- we are
calibrating to the September 1st, '12 through June 30th, '13 time period, to
simulate the entire winter.
MR. VAN DER VINNE: Does the model have border ice
capabilities?
MR. ZUFELT: It does. And what we did this past winter was to
gather data from, again, from the remote telemetered ESS cameras at three
locations where we were able to superimpose a grid to see how the border
ice grew with time because we have, you know, hourly photos of those
locations, and we're able to get data in order to calibrate an empirical
relation for the border ice development.
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MR. VAN DER VINNE: So it's empirical?
MR. ZUFELT: Yeah (affirmative).
MR. VAN DER VINNE: Any idea how that will change with the
project conditions?
MR. ZUFELT: Being an empirical relationship, it's going to depend
on the water velocity, ice concentration, air temperature.
MR. VAN DER VINNE: Just a minor comment about the panel
when I'm reading through these freeze-up and break-up reports. It would
be a lot easier to process the information if we had some schematics of
where things are happening with mapping, you know, the open leads and
jam locations. I know you're much more familiar with the systems, so you
know where everything is. It would be a little easier to process the
information.
MR. ZUFELT: And the sheer mass of data that goes to
(unintelligible)[GINA] is unfathomable.
MR. VAN DER VINNE: Uh-huh (affirmative). We talked about
this last time a little bit about doing further characterization of ice
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thickness variation, frazil deposition in the Focus Areas to give you a
better idea of how to do the 2D modeling. Any more consideration in
taking up that?
MR. ZUFELT: Yes, when we were putting together our materials
for the Proof-of-Concept meeting last April, what Steve Ertman and I
looked at was to run the 1D model. And at the time, since we didn't have
our calibrated River1D ice model working, used a surrogate from just
HEC-RAS with an ice cover. We looked at the direct observation photos
as how ice progressed or how ice conditions changed at Focus Area 128 to
Slough 8A. We were able to see, over time that, like Side Channel 8A (or
Side Channel 8A -- I believe that's what we're calling it.) that Side
Channel 8A would freeze up first before the main channel, and so we were
able to input ice conditions for that scenario using the 2D model to run the
River2D FA-128 model with conditions like mid-channel 8A covered or
the slough cover as it would appear in the aerial observations. And then
we ran the 1D model again to a freeze-up jam condition and looked at the
ice thickness. Then we're able to put that into the Focus Area-128 2D
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model and see how things changed.
MR. VAN DER VINNE: But no direct measurements?
MR. ZUFELT: Yes, we do have some direct measurements.
MR. VAN DER VINNE: Some but not -- okay.
MR. PADULA: And if I could just add, our plan for this winter is to
get more direct measurements.
MR. VAN DER VINNE: Okay.
MR. ZUFELT: Basically, water elevations and ice thicknesses to be
able to bound the Focus Area that we're modeling and get a better
characterization of ice thickness.....
MR. VAN DER VINNE: Uh-huh (affirmative).
MR. ZUFELT: .....and water (elevations).
MR. VAN DER VINNE: And you're measuring solid and frazil.....
MR. ZUFELT: Yes.
MR. VAN DER VINNE: .....components? I think that's it.
MR. PADULA: Thank you. Anyone else have any questions for
Jon?
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MR. SHEPHERD: This is Hal Shepherd.
MR. PADULA: Go ahead, Hal.
MR. SHEPHERD: I wanted to ask, back on the slide about the
objectives, I think you mentioned that this is a current -- excuse me --
current ice flow condition. And I don't know if -- pardon me, if it's not the
proper time to bring this up, but whether there would be any future studies
for (unintelligible)[ice processes] that's going to incorporate future climate
change?
MR. ZUFELT: The plan for the ice modeling is to -- once we have
our River1D model calibrated, we will verify the model with the 2013-
2014 data, and then we'll go back to our 50 years of data that we have and
simulate each year based on climate and discharge in the rivers. We
have.....
MR. SHEPHERD: (Indiscernible - interference with speakerphone).
MR. ZUFELT: Pardon me?
MR. SHEPHERD: So when you say 50 years, the data or future?
MR. ZUFELT: Right. This 50 years of data for the past 50 years.
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Yes. What we have done for -- similar to what the Geomorph model has
done and Instream Flow -- you'll hear the instream flow model I think on
the next presentation. We have identified three representative years that
correspond to cold, you know, much colder than average winter, which
also turned out to be dry; a much warmer than average winter, which
actually turns out to be a wet winter; and then another average winter.
And those are the three representative types of years that we'll be running
through the 2D models of Focus Areas.
With the River1D model, we are able to modify the inputs and input
any type of climate change -- you know, either apply a three-degree
increase in air temperature or maybe some type of percentage increase in
precipitation or decrease to reflect climate change conditions and possibly
use those on an average or for a cold or warm winter.
And as John (Hamrick) pointed out yesterday, the operation of the
closed dam would allow for a variety of outflow conditions of the dam in
terms of water temperature, and that is a key component of the River1D
model; the inflow temperature through the system.
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MR. SHEPHERD: And just one more question. And the projection
of the modeling for future, how far would you project for -- you know
what I mean, as far as how far into the future making projections?
MR. ZUFELT: You know, we could -- if we had confidence of
what future conditions are, we could basically run pretty much any
condition that we need to in the model.
The reason for the 50 years of record that we're going to be running
is we have 50 years of concurrent discharge and weather information,
especially air temperatures; that’s a wide variety of conditions that we're
able to model. Yes, they are historic conditions, and they may not
represent future conditions; but it is a wide range of variables, you know.
We could have a winter where the discharge is higher or more variable.
We could have a winter where it starts out extremely cold and then is fairly
mild in January, like this past winter.
MR. SHEPHERD: Good.
MR. PADULA: Mike, you want to let Dominique go first?
MS. GLASS: (Indiscernible - interference with speakerphone)
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MR. PADULA: Dominique, you want to first introduce yourself.
MS. GLASS: Huh? Oh, I'm sorry. This is Domini Glass. As you
go through the instream flow process, there's likely to be some discussion
about, you know -- I don't know -- daily flow releases, that kind of thing,
to try to address for the amount of habitat that might be affected by the
project.
And you just mentioned the fact that the temperature of water
release, of course, has an effect on your final results. And the question is,
is there any way to kind of bracket what the effect on these or coldest
possible releases versus the warmest or just to get (indiscernible -
interference with speakerphone).
MR. ZUFELT: With the -- I guess you could say that's more with
the integration of the models. We will be looking for inflow temperatures,
and the discharges being released from the dam. Then we will be able to
model those and respond with this is how the ice would progress under
that scenario and where the open water would be, where the upstream edge
of the ice cover would be, you know, period of time that we would have
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ice cover.
MR. DYOK: Maybe I could help, you know, address your question,
Dominique. So the maximum temperature that you're going to have in the
wintertime is 4 degrees, you know, Celsius, right, because that's the
densest part. And then at the surface I'm not sure what the minimum
temperature is going to be because you're pulling from the surface. So it
may near zero, but I think that's the sensitivity that it could, you know, run,
and give to Jon in his ice model to look at what's the coldest that you could
get and then, obviously, the warmest that you could get is 4. That's
probably something to answer to your question to bracket what's capable,
you know, downstream, and then you could look at the discharges
associated with that.
MR. PADULA: Any other questions for Jon? Mike.
MR. HEALY: This is Dan.
MR. PADULA: Dan, hold on just a second. We've got one question
in the room. Then we'll come back to you. Thank you.
MR. WOOD: This is Mike Wood. And I just -- there's a lot I'd like
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to say and probably some I shouldn't. But I think the significance of Jon's
work, it cannot be underestimated here because the way this river freezes
is so unusual in the way it freezes up and is (unintelligible) ice covered,
and then where the ice goes out. It's huge.
There's two parts to the (unintelligible) thing that I'd like to mention
is the work Jon is doing on the ground and about studying the ice and what
the effects of operations of the dam would be on that Middle River area,
and then just in general, the amount of effort given to the winter studies on
this project. It's been -- when this was originally (unintelligible), it was
basically a one winter study, one season, 2013-2014 of studies of
everything that happens in the winter out there on (unintelligible)[the
river].
And, as we know, it's so difficult to get there. The studies haven't
been as robust as the summer studies, and I think that's just worth
mentioning because of the amount of complexity of what's going on with
that ice, especially with fish.
The other thing is -- let me see. The effects of climate change
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coming down the road and water temperature, I think is important because
over time it's possible this river may not even freeze in 30 or 50 years. We
already know of lakes that we used to fish on that don't even freeze
anymore, and I think the idea of what climate change could do to the water
temperatures is very important.
And overall because the river freezes solid throughout the winter
and all the tributary channels freeze solid, the amount of water discharged
from the project will add a significant amount of water to the system in
different temperatures than exists now.
In our mind, we've set the -- we've all -- like we all have modeling
going on in our own brain. And so some of us have decided to quit
modeling this process at 29.9. Some of us have decided to quit modeling
at the Parkside Recreation. And I think first to all really know what's
going on in the process, we need to understand that if that's what you
think, that's great, but how can we see that in this model; like how can you
prove that you're right in this model?
And I think the ice conditions in particular in this river is important
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to understand what the effects of a higher level of water and warmer
temperatures in that water and higher velocity could do to the impacts of
the ice below the three rivers. What you're talking about now is studying
basically to the Talkeetna confluence, and I think extending that beyond is
very important.
Again, I think the work Jon is doing is fascinating and has a huge
relevance to how this river is made up. I think the amount of time -- and
this might go with instream flow -- that we spend on that river is very
significant because it's so difficult to be there now. And if you look at the
amount of efforts that we've had in the last two years on that river in
October, November, December, January, and then in April and May during
break-up (unintelligible). And when we're talking about changing the
river's ecosystem that relies on this ice, I think more efforts should be
given to this period of time. Thanks.
MR. PADULA: Thanks, Mike. Dan, on the phone, you had a
question?
MR. HEALY: Yeah (affirmative), the think one is a comment. It
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may be a suggestion, and that would be to emphasize the characterization
of important processes in the study for assessing project impact related to
those processes. And those are the processes that are largely prescribed to
the models when you tell the models what's happening. The model is not
an output for the model.
And there's two things that I think are important that come to mind.
There may be others, but one is ice jam occurrence. Where, when, and
how often? Is that -- how would we assess that, and that's something we're
going to tell the models. And the database for running the models, there's
a process going on in there. What's happening in the Focus Area is related
to what's happening in the channels. (Indiscernible - interference with
speakerphone) and we're using that information as prescribed in the initial
(unintelligible)[ice] conditions or the static 1 or 2D hydraulic model in the
Focus Areas. It's really not an ice process though.
So I think that there needs to be acknowledged designations of the
model, but I think there needs to be emphasis on getting that --
characterizing those processes and some studies for how you assess project
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impacts if you have limitations from the models.
(Indiscernible - interference with speakerphone)[Why does bridging
occur at each place]. There could be value in putting that (indiscernible -
interference with speakerphone)[in the report], maybe not the specific task
(indiscernible - interference with speakerphone)[but just in general].
Then the second question and maybe this (indiscernible -
interference with speakerphone)[relates to] that understanding of the field
data, sometimes you need to run the models to see if you're getting what --
what (indiscernible - interference with speakerphone)[you would like].
Has there been any kind of preliminary modeling just to try to see if we're
collecting information that's going to help us get calibrations or, you know,
is that -- have you thought about that? Is there any kind of consideration
on sort of the (indiscernible - interference with speakerphone)[feedback or
data that you need] as you progress along?
MR. ZUFELT: Yes, and that's one of the reasons that -- oh, repeat
the questions. Okay. All right. Got you.
All right. I'm going to answer the second one first, which was is
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there any model running that would provide feedback to tell us have we
collected the correct data, and is there opportunity to collect more data to
further refine the models? And that is our plan for this winter season. It is
primarily focused on Focus Areas, and to be able to have greater
confidence in our River2D model by obtaining both water elevations and
ice thicknesses at several locations within the model area of the Focus
Areas to better be able to better calibrate those models for existing
conditions. So that is planned for this winter.
We have started running two -- we have two of the Focus Areas
pretty much calibrated, FA-104 and FA-128. We're working on additional
ones as the bathymetry conditions become available on the other models,
and we're working heavily with the instream flow and the geomorphology
folks to be able to get the most out of all of our efforts for you know,
creating the grids and such for the models.
I want to come back to your first comment, which to paraphrase, I
believe what you're saying, Dan, was we need to describe those ice
processes in a way, based on our existing observations, that we will be able
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to use that knowledge in assessing the proposed operational conditions in
the future to tell us a little bit more and have more confidence on things
like where will the ice cover bridge during freeze-up, or where are the
most likely locations for ice jams to occur during break-up based on the
fact that we're going to have totally different conditions in future operating
conditions, both freeze-up and break-up. Is that correct?
MR. HEALY: Jon, I'm catching about every third word.
MR. ZUFELT: Oh, I'm sorry.
MR. HEALY: I mean, I'm relying on Gary to followup because I
just can't hear (unintelligible).
MR. ZUFELT: I apologize for that, but what -- what we are
planning is.....
MR. PADULA: Get closer if you can.
MR. ZUFELT: What we are planning as we model the existing
conditions is to try to get a better handle on -- you know, we know from
observational data, we know where the ice-covered bridge is forming
during freeze-up. There is the potential of looking at the conditions that
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are occurring at that location. Why does it bridge there? Is it a factor of
we have a large surface ice concentration and a narrow width? Or is it a
large surface ice concentration moving downstream, and we have a section
where there's a tributary mouth? So there's a delta, and there's something
strange going on with the velocities in that area. Those are the type of
things that we will use to better educate ourselves on predicting, in future
conditions, where ice bridging will occur, similar with the break-up
processes and jamming.
MR. HEALY: Yeah (affirmative), I think that sounds reasonable.
It's just -- the comment is maybe in line with, you know, separate -- even
organizing the report, in the reporting, as opposed to looking at cases in
general, overall reach. There may be two processes that you survey
(unintelligible), you know, why bridging occurs here or doesn't occur
there. And that helps a person to suppose what might happen in the post-
project condition.
MR. ZUFELT: So it's more of a comment of in the reporting of
model calibration or model operation being specific, rather than just in
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general terms?
MR. PADULA: Thanks, Dan. Dominique?
MS. GLASS: This is Dominique Glass again. Just a comment, not
modeling the Lower River, which essentially is saying we're not going to
do an assessment of project effects on ice in the Lower River, is not very
comfortable to me. I can appreciate that it's possible that we have
negligible differences in flows (indiscernible - interference with
microphone) [and ice conditions] at the confluence. And I can also
appreciate that there's many modeling difficulties. And what I was hoping
to occur, just a little creative thought on how you can address potential
project effects on ice in the Lower River, maybe if you model a few of the
side channels that are conducive to that, recognizing the limitations of a
model maybe. It just has to be a qualitative something, but I don't feel like,
you know, it should just be ignored because it's difficult to model. And it's
potentially a significant issue.
MR. ZUFELT: In -- it's Appendix A of the ISR. We did do a
limited look at the Lower River using HEC-RAS with an ice cover, and we
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looked at two locations where we had some limited bathymetry data and
channel data, and that was at Sunshine and also at 29.9, which is Susitna
Station. Also those locations, not only did we have the bathymetry, we
had a better idea of what the discharge might be at those two locations
because those are USGS gauge locations. And we reported the results of
those limited tests in Appendix A.
And what we did for those conditions is we just increased the -- we
looked at the typical wintertime discharge during freeze-up, and then we
looked at what would happen if we had a discharge increase of 5,000 and
10,000 CFS, and what was the effect on water levels.
MS. GLASS: Thank you. I didn't read those appendices, so I'll go
look at them. Thank you.
MR. PADULA: Joe?
MR. KLEIN: Joe Klein, Alaska Department of Fish and Game.
First off, I support Gary's earlier recommendation for maps. What I'd like
to see is that type of information. I know some leads are more persistent
perhaps than other leads, and if you could capture that information in the
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maps, that would be helpful, along with the ice jams and other relevant
information.
One question I have is on the -- I didn't hear you mention the PDO
in your analysis, and I understand for the geomorphologist study why
that's, you know, maybe of not so much importance. But for the ice study,
given what I understand about it, it seemed like it would have -- with icing
effects and the formation of that ice, a possible greater influence. And I'm
just curious if that's being recorded, and if not, why not?
MR. ZUFELT: The -- was it instream flow or was it geomorph that
did the PDO -- it was the geomorph.
MR. REISER: Primarily geomorph, but combination.
MR. ZUFELT: Right. It was primarily geomorph combination with
instream flow. It basically showed that the variations were within the
range of noise. The conditions that we're modeling as we model the 50
years of record, temperature, precipitation and discharge, over 50 years of
record, we will cover those extremes. I'm not sure how else to put that
other than, you know, when we look at climate change, we could perhaps
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do the same for conditions that you might expect during the PDO of, you
know, 5 percent more precipitation or 3 degrees colder during January
through March.
MR. PADULA: Matt?
MR. LACROIX: Yeah (affirmative), this is Matt LaCroix with
EPA. I just had a question. I'm curious whether or not you're far enough
along on calibration of the model to have identified specific thresholds,
thermal or velocity, for the establishment and makings of the open leads?
MR. ZUFELT: Not at this time, no. We're sort of right in the
middle of the initial ice model calibration.
MR. LACROIX: Thank you. But it is your intent to identify those
thresholds?
MR. ZUFELT: That is the intent of modeling is to look at where are
we going to have the ice cover extent, yeah (affirmative), with impacts of
the various project operations.
MR. VAN DER VINNE: I have a couple of questions and
comments. In regard to interactions with other studies, I recall reading in
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your literature review that some of the earlier modeling wasn't able to
predict all the components successfully at the same time, for example, to
predict the extent of an ice cover. You weren't able to predict ice thickness
very well.
MR. PADULA: Please closer and louder.
MR. VAN DER VINNE: How are you going to be addressing those
issues as they come up when some of the other studies are relying on
accuracy of all of those components?
MR. ZUFELT: The model that was developed in the 80s, which I
believe is called ICECAL, follows a similar line of physics-based
modeling that the river 1D does. Some of the theory that existed in the 80s
wasn't as far along, we'll say, as they even exist today. We're hoping that
we're not going to be vastly different than the 1980's model runs, we’re
predicting where, you know, the ice cover will be. Those models predicted
water levels fairly well. The ice thicknesses were based on equilibrium
thickness theory, and they predicted that the upstream edge of the ice cover
rarely would make it past about Gold Creek, probably not up into the
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canyon too far.
So I'm looking forward, actually, to the model being calibrated so
we can actually even use those data that were used for the ICECAL model
in the 80’s and see if we come up with similar results.
MR. VAN DER VINNE: I was referring to the ICECAL model.
There was some reference, I think to River1D and (unintelligible) data or
results.
MR. ZUFELT: On?
MR. VAN DER VINNE: I can't recall which river it was on. There
was some reference to poor prediction of water levels and ice thicknesses.
MR. ZUFELT: Yeah (affirmative), well, we're basically working
with, I believe, a little bit greater amount of field data and field
observations in this river than they had for the Peace, which is a little bit
larger.
MR. VAN DER VINNE: The other interaction with other studies, I
recall talking about ground water inflows last spring and how to
incorporate those into the River2D model. Are you planning on going
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ahead with those modifications?
MR. ZUFELT: Yes, and through the River2D Focus Areas that
have been developed and calibrated, which we are getting very good
results on those. There were locations where groundwater inflow appears
to be required because we're just not getting our water elevations, and
Steve Ertman who is working primarily on River2D models has been able
to determine -- this was sort of a nice result. He says, "I'm missing some --
I'm missing my water elevations in this location because I need to have
some more water -- groundwater inflow. I'm thinking somewhere around
16 CFS."
And when we looked at the recent technical memorandum from the
instream flow folks, who had actually done point measurements during the
summertime, this past summer, they're finding that there was one
measurement that was 12 cfs and one that was 18 cfs or something like
that, so right in the zone. And Steve was able to figure out a way to create
an inflow of this addition to the river model. He has to have all the inflows
at the upstream elevation. So it is tending to work out better.
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And we've also identified the -- well, thanks to geomorph really --
identified where the groundwater inflows are necessary in the Focus Area -
128 model.
MR. VAN DER VINNE: That's good to hear. The rest of it is just
sort of a summary of what -- a review of your presentation and what we
discussed so far. I think I just wanted to summarize things in terms of, you
know, our proposed study modifications.
In terms of data collection, any future ice thickness measurements
characterize the solid portions, thermally grown ice, and snow ice, and
frazil, be committed to do that because you get better information for your
calibration that way.
Another thing is the ice in the side channels, the variation of frazil
deposition. I like that you've committed to do some of that, and I think
that's important.
As well, the border ice, I think that's a very important thing that
wasn't discussed earlier on. You've recognized that as well, so that sounds
pretty good.
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The ice mapping I think is important for the rest of us to understand
what you're seeing out there and being able to see the sequencing and how
things change over the winter.
And then to go to what Dan was talking about is establishing a
specific task, looking at ice jam initiation and what are the processes there
in this river and how we can extrapolate from what you're observing to
what the conditions are expected in the future, just an explicit commentary
on how that's going to happen. That's all.
MR. ZUFELT: Thank you.
MR. PADULA: Any other comments for Jon?
MR. KONIGSBERG: Yeah (affirmative), this is Jan Konigsberg.
MR. PADULA: Go ahead, Jan.
MR. KONIGSBERG: Maybe I didn't find it and it's there, but
information about ice processes in the major tributaries, specifically the
Susitna, and the Chulitna, and the Yentna. And I'm wondering if there's
sufficient information that's involved on the site plan to accurately
characterize the project's effect on those tributaries post-project, and
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whether or not that information is to characterize post-project the effects of
change in ice cover processes along those tributaries remains, which are
consumed with that geomorphology preservation, et cetera.
MR. ZUFELT: Well, the Yentna is a large frazil ice contributor to
the Susitna River and is probably one of the factors in the initial ice cover
formation down by the mouth. That’s not going to change with project
operations.
And as far as the Chulitna and the Talkeetna, they're also -- you
know, their frazil production, frazil input rates, discharge rates should not
change with project conditions. And while the Talkeetna and the Chulitna
are inputs into our River1D model, the Yentna is below the limits of the
1D model. So we're not considering, you know, conditions in the Yentna.
I'm not seeing that there would be large changes in those rivers with
project operations.
MR. KONIGSBERG: Assuming that ice in the main stem are
formed later at a low stage, and also assuming that break-up would occur
earlier in post project operations, why wouldn't that effect the major
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tributaries? I mean, if there's ice that goes down (indiscernible -
interference with speakerphone) and Chulitna, wouldn't that affect the
outflow ice (indiscernible - interference with speakerphone) Chulitna
down to Yentna?
MR. ZUFELT: I think I see where you're going.
MR. KONIGSBERG: (Indiscernible - interference with
speakerphone) sooner or different elevation that it would under normal
conditions, current conditions.
MR. ZUFELT: True. So you're referring mostly to the break-up
conditions?
MR. KONIGSBERG: Right.
MR. ZUFELT: Yes.
MR. KONIGSBERG: Well, when ice forms as well (indiscernible -
interference with speakerphone) theoretically. However, I assume for the
Talkeetna and the Chulitna it would affect (unintelligible) of those rivers
which (indiscernible - interference with speakerphone) [flow into the
Susitna]. And that, I would assume might have a potential for prolonged
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change to those rivers. The range of ice elevation is greater than normal.
But, you know, what would -- I'm trying to figure out whether or not you're
going to be able to account for those scenarios.
MR. ZUFELT: Well.....
MR. KONIGSBERG: If they're, in fact, scenarios that you’ll be
doing.
MR. ZUFELT: We will be modeling the three rivers area near the
mouths of the Chulitna and the Talkeetna. So we will be able to see what
the effects of project operations would be on water elevations during
freeze-up, during break-up.
Both the Chulitna and the Talkeetna tend to, as soon as air
temperatures start getting cold, they really shut down their flow fairly
rapidly. So neither are, you know, filling their channel at that point, so to
say.
But I guess at this point all I can say is we will be modeling the main
stems through Susitna water elevation characteristics, you know, existing
and proposed project conditions at the mouths of the Chulitna and
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Talkeetna Rivers and should be able to make some assessments of what
they would do during break-up or freeze-up on those two rivers at their
mouths.
MR. PADULA: Thanks, Jan. Mike in the back here.
MR. WOOD: Mike Wood again. I really look forward to the
modeling and seeing what you (unintelligible) in a way -- so it can
eliminate all of our inner modeling, what we think because I think you and
I -- we all have our ideas of what this river would look like in the
wintertime, and letting the models do that objectively, I think would be
great.
Do you think you have the data that you need for the last year in
terms of water in the Middle River, you know, from the gauges that were
on the river in order to put into a model to give you accurate results?
MR. ZUFELT: Are you referring to the water elevations or.....
MR. WOOD: Yeah (affirmative), elevations, temperatures,
velocities, all that stuff, you know, under the ice from the time of, you
know, freeze-up through the winter and then certainly through break-up.
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And my question is are you confident that you've got all the numbers and
data that you need to make these assessments accurate and kind of
eliminate our own assumptions, like how much it will impact below the
Talkeetna?
MR. ZUFELT: We were lucky enough last winter that I don't think
any of the ESS stations went out during freeze-up, which was nice. We
were able to record those massive water level increases as the cover
progresses through those areas. Of course, it would be wonderful to have a
water level gauge every, you know, 1,000 feet up the river, but that's not
possible, you know.
I think based on the characteristics of the river, the location of the
ESS stations that we do have will provide a good representation of what's
going on in the river, and we should be able to model those well.
MR. WOOD: And I just ask because I know there were some
difficulties with that in 2013 -- you know, with the freeze-up in 2013-
2014, and then I know you rely a lot on the Gold Creek gauge for 60 years
of data or so. But that isn't measuring water level after freeze-up. So I was
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just wondering -- that's why I asked that question.
MR. ZUFELT: Yeah (affirmative), the Gold Creek gauge is a
downward looking sonar, so it does record the top of the ice, the top of the
water, and the top of the water flowing over the ice. So it does provide us
a lot of data, and that's a 15-minute data gauge too.
MR. WOOD: Even with ice -- even once it stops freezing because, I
mean, I look at that every day as well. Even once there's ice on the river?
MR. ZUFELT: Yes.
MR. WOOD: You're saying you know what water level is
underneath that?
MR. ZUFELT: Well, we know what the top of the surface is.
MR. WOOD: The ice?
MR. ZUFELT: Top of the ice surface, correct.
MR. PADULA: Thanks, Mike. Any more questions?
MR. VAN DER VINNE: I got another question related to
tributaries. We were just talking about what kind of information you have
on the tributaries and main stem above the proposed dam. What are you
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planning to do with that? And I don't recall.
MR. ZUFELT: For the modeling effort, the model basically starts at
the dam and runs downstream. So we are not -- we are not modeling the
reservoir system.
MR. VAN DER VINNE: Yeah (affirmative), the water quality
model was going to do ice thickness in the reservoir.
MR. ZUFELT: The model that they're using can calculate ice
thickness. It's a thermal growth.
MR. VAN DER VINNE: Right. Are you doing any measurements
or observations above the dam?
MR. ZUFELT: We did observations, aerial observations, freeze-
up/break-up all the way to the Oshetna River, which would be the
upstream limits of the reservoir.
MR. VAN DER VINNE: And any plans to look at the effects in the
tributaries and things down below the reservoir?
MR. ZUFELT: Not right now.
MS. WALKER: This is Sue Walker with NMFS. Just a
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clarification on the points you just made about the water quality model
being able to measure ice thickness. Is it measuring ice thickness, or is it
just capable of doing so?
MR. ZUFELT: It's capable of calculating the ice thickness based on
thermal exchange with, you know, water to air.
MS. WALKER: During reservoir draw down as well?
MR. ZUFELT: Yes.
MS. WALKER: Yes. Thank you.
MR. PADULA: Thanks, Sue. Any other questions?
MS. WOLFF: This is Whitney. I have a question.
MR. PADULA: Go ahead, Whitney.
MS. WOLFF: I have a question about the ice transport processes,
specifically lateral ice, and I've asked this of Jon before. And I know this
(indiscernible - interference with speakerphone) model to simulate ice
transfer processes. And I'm just curious whether the model will actually
simulate water and ice movement that’s occurring during official break-up,
during warm periods?
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MR. ZUFELT: I'm not sure I got that whole -- I'm not sure I got the
whole question there.
The 2D models work with a static ice cover condition, though they
do provide us with two dimensional water velocities, so horizontal water
velocities. Based on the results of the 2D models, the changes in elevation
of the water surface, as an ice cover moves through an area, and the
velocities as the ice or water would move into the side channels can give
us an indication of where the ice would move into those side channels. I'm
not sure I got that.
MS. WOLFF: So is that a yes? (Indiscernible - interference with
speakerphone) flowing downstream but moving sideways, which I
understood is kind of (indiscernible - interference with speakerphone) [2D
ice movement].
MR. ZUFELT: Right. And with the -- also with the ice jamming
component of River1D, we'll be able to say if there's ice moving
downstream during a jamming situation, the 1D model will assume that,
based on water elevations and channel bathymetry, it will move into these
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side channels and those side channels.
So the 1D model will give us the water elevations, whether it's an
open water condition, or an ice jammed condition, or even the failure of a
jam, you know, the change in water elevations. So that could lead to
information on where ice may be stranded in the overbank areas.
MS. WOLFF: You know, I specifically asked with regard to the
winter 2012 (indiscernible - interference with speakerphone). Your break-
up response is only, you know, (indiscernible - interference with
speakerphone). So just wondering if the models can pick that up in
unseasonable warm times?
MR. ZUFELT: Yeah (affirmative), I guess if we have the records on
the water elevations at any location. Yeah (affirmative), we could make an
assessment of what's going on. Like, for instance, this past January there
was an event.
Yeah (affirmative), if we're modeling a certain event, whether it be a
discharge increase or a water -- you know, some reason why water
elevation would increase, a jamming event, we should be able to model
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that.
MS. WOLFF: It's hard to hear you, but I'm getting that you would
be able to assess the flow rate (unintelligible).
MR. ZUFELT: Correct, if we have some indication of changes in
flow rate that would induce some type of jamming event, yes, we should
be able to model that.
MS. WOLFF: Thank you.
MR. PADULA: Thanks, Whitney. Any other questions or
comments?
MS. CONNER: Hi. This is (indiscernible – [of The Nature
Conservancy] interference with speakerphone). I just have a followup to
Whitney's question (indiscernible - interference with speakerphone) [on
the model]. But how is the model organized to provide feedback after the
ice jams to return the changing stage of elevation in order to simulate an
event that will influence the ice jam on kind of the width of the river
influence but then also the new elevation of water?
MR. ZUFELT: I'm not sure I got the whole question there, but, you
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know, when an ice jam occurs, there's quite an increase in water elevations
upstream, and that also relates to lateral extent of water and ice potential.
That's modeled with the River1D model.
And when there is an ice jam failure, of course there is a massive
decrease in water elevation with two potential consequences. One would
be the movement of ice downstream, ice and water downstream, which can
be simulated in River1D model, or just a drop in water level, if it's low
enough, you know. The ice is just going to set down on the bed, or on the
banks, or in the overbanks and be stranded there. I'm not sure if I
answered the whole question.
MS. CONNER: Yeah (affirmative), that was the whole. And then a
followup question. I'm sorry if you can't hear me very well. I'll try to
speak slowly. A followup question would be how the model would be
formed or calibrated, recognizing that the elevations that the river would
see during ice break-up because of project operations would be outside of
anything measured historically; what information is being used that inform
the model to simulate those events?
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MR. ZUFELT: That's a good comment. The model is being
calibrated based on September 1, '12, through June 30, '13, conditions in
the river. This includes temperature, discharge, water elevations at
measured locations. Any incidents of ice jamming, whether it was during
freeze-up, ice cover progression, border ice growth, the calibration is based
on all of those input factors.
I agree that during project operations that conditions would likely be
different than what we normally see during a typical or even an extreme
freeze-up period or a break-up period. I believe on the break-up side, we
will see-- project conditions should be all within what we've experienced
in the past. The freeze-up side will be different. They'll be a little bit
higher, but I don't believe it will be way outside the range of -- I don't want
to say what's been experienced in the past, but there has been freeze-up
jams at different locations in the past. So we should be able to model
those.
You know, the freeze-up conditions are well below what are
experienced during break-up conditions in terms of discharge, and ice
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thicknesses, and jamming thicknesses. So we should be okay.
MS. CONNER: (Indiscernible - interference with speakerphone)
looking at when you said that there were freeze-up jams at certain
locations that (indiscernible - interference with speakerphone) to project
operations at a specific event that you are looking at in the calibration?
MR. ZUFELT: Well, as I mentioned, the calibration is September 1,
'12, through June 30, '13. We had quite massive break-up events in May of
'13. So, yes, we're covering some pretty extreme events in there.
MS. CONNER: Thank you.
MR. PADULA: Thanks for your question. Anything else?
MR. WOOD: Sorry. Mike Wood again. So I just wanted to clarify
that I'm on target. So when you're monitoring the modeling, just like
lateral movement like Whitney was asking and also integrating what
happens with groundwater during these jamming events, will that also be
seen in this modeling? So the lateral movement which overflows into the
rivers and kicks out the fish that are stranded back there from break-up,
will that be modeled, even the groundwater effects?
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MR. ZUFELT: The break-up will be modeled with the 1D model.
MR. WOOD: And it will show all the effects of the groundwater.....
MR. ZUFELT: Not groundwater in the 1D model. The 1D model
will be able to tell us the extent of flooding from a jam that's formed in the
river, or the change in water elevation from a freeze-up cover formation, or
a jam failure event and where the water level would recede, which could
give us indications of things like where ice may be stranded, where it was
previously -- you know, previously we had ice at an elevation that would
extend out into the flood plains. The ice jam fails. You could have a
reduction in water level. That would give us an idea of where ice would be
stranded or potentially sediment would be stranded.
The 2D model is where the groundwater component comes in, and
those are only at the Focus Areas.
MR. LILLY: (Indiscernible - distance from microphone).
MR. PADULA: Mike Lilly.
MR. LILLY: This is Mike Lilly with the groundwater study, and
where the effects on groundwater are going to be handled is one of the two
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outputs that come from the open process, open flow models or inputs to
some of the ground water cross-sectional models. So when you look at
cause and effect relationships, that gives us that gives us that boundary
condition change, where when Steve Ertman's River2D model pumps that
water level up, then we can use those cross-sectional groundwater models
to say, all right, this is what we see, along with all the empirical data where
we look at the current natural events that are taking place to see how those
effects are occurring in the natural system.
So the overall understanding is going to be gained by all the
empirical data that's being collected in addition to the model analysis that's
being done. So there's a backward linkage in that the inputs from the ice
processes model for the outputs that they have for their stage elevations are
inputs through the groundwater model. So that's where you're going to
learn about that through both.
MR. ZUFELT: Thanks, Mike.
MR. PADULA: Time for a break. Please try to be back at 10:15.
10:04:04
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(Off record)
(On record)
10:15:55
So next on the agenda is the Instream Flow Study. I think it's going
to be primarily Dudley with assistance from Phil. You all know Dudley.
He's a really special guy.
MR. REISER: Thanks, Steve.
MR. PADULA: And he has some special needs. So we thought we
would help him today. (Laughter) Dudley, if you're ready, Justin, start the
clock.
STUDY OF FISH AND AQUATICS INSTREAM FLOW (STUDY 8.5)
MR. REISER: Oh, man, my reputation precedes me. I only have 58
slides. I'm just kidding, just kidding. So, no, my name is Dudley Reiser.
I'm the Instream Flow Program lead, and before I get started, I do want to
acknowledge two other companies that are actively involved in this work,
Miller Ecological and Golder Associates. I believe both of the individuals
that are associated with that are on the phone right now, Bill Miller from
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Miller Ecological, and Kasey Clipperton from Golder. So I just wanted to
acknowledge them as we move forward.
So I am under the gun. I got this clock ticking in the background. I
don't know what's going to happen when it reaches zero, but I don't want to
find out. So I will go through these rather quickly, just like everyone has
and cut to the chase, so to speak.
The objectives are as stated in the ISR, and we don't need to go
through all of those. They are targeting instream flows, habitat, fish
habitat modeling. Those are the key objectives that we have with this
particular study.
So I want to go through these, but I do want to point your attention
over to the right side; and this is in -- there's a screen over here for those of
you on the phone that can't see it. I'm just going to reference the Proof-of-
Concept, Appendix N. There's a figure in here that we have that
demonstrates the integration process we're using on this project.
There's been some discussion over the last couple days about how
these different models are integrated together. How are we going to use
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the information that comes forward from the groundwater, from the
geomorphology, from the ice? We spent a lot of time working through that
process, through this integration process. We had a similar slide to this in
our actual RSP, the Revised Study Plan. This is a little bit of a
modification to that, but it basically goes and leads you through, you
know, the reservoir integrations model and how these different models are
interfaced together from the system inputs, down to the reach scale
modeling, to the Focus Area scale modeling, et cetera.
So the group of people that we've had presenting to date have been
integrated together. We're all working together on addressing various
inputs and outputs and models that are going to feed into the instream flow
model as well as others.
Components, I don't need to go through this. I know the clock is
ticking down, so I'm going to keep going forward.
The variances, like any study of the magnitude that we have, there's
going to be some variances. We've listed those in the ISR. They tend to
be associated with some changes in instrumentation, perhaps locations of
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where those instruments were based upon field conditions that we had.
There was also some scheduling changes, you know. Work was postponed
in 2013 and completed in 2014 based upon some logistics in property
access considerations.
And then there were a few changes in field methodologies that
occurred, and we've listed those variances in the sections in our ISR
respectively. And they're highlighted here in these next series of slides in
yellow. So, for example, an example of a field modification that might
have been made would be the spawning redd dimensions, and we collected
about 60-some redd measurements. It takes a lot of time to do that, and we
became, you know, convinced that we really didn't need to continue that
aspect of it. It doesn’t feed directly into our modeling. So we made some
adjustments, and we've curtailed those types of measurements.
There's other aspects in the variances that were related to scheduling
and some property access elements that took place, and, you know, as
everyone prior to me has mentioned, a lot of the work that we've done,
completed as of the 2013 studies, dealt with the Focus Areas below Devils
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Canyon primarily. There were seven different study areas or Focus Areas
that we concentrated our effort on, because of access considerations at that
time.
And there were some changes in gauging, you know, scheduling of
where tributary gauges might be. We've already talked of the second one
here under representativeness. That came up. That was discussed.
Geomorphology did some analysis. We did some analysis with them and
came up with -- in one of the tech memos, one of the appendices, a
presentation or description of the representative years that we're dealing
with.
Now, summary of results, stepping through that, you know, there's a
lot of work that's been done, just as everyone has mentioned in their
respective resource areas. A couple of the highlights here, Version 2 of the
Open-water Flowing Routing Model has been completed. That's one of
the appendices, Appendix K in the ISR.
We've completed measurements of seven of the Focus Areas, you
know. Seven were measured in 2013 for bathymetry, stage, and flow.
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There's tributary models.
In terms of the HSC data collection, that is ongoing, continues to be
ongoing, and there's analysis that's presented in the ISR as well as in some
of the appendices.
One of the key elements in there -- it sort of relates to what Mary
Lou was talking about with the fish work, is periodicity piece. So there's
some preliminary periodicity information that's presented in Appendix H
that will be subject to some modifications based upon other information
that we receive from fish distribution.
Pilot winter studies were completed in 2012-2013, and winter
studies were likewise completed in 2013-2014.
Now, getting back to the integration or the coordination part of this,
we've had two very detailed, multi-day meetings that were looking at
coordination between the different models, the different resource models.
So there was a Riverine Modeling meeting in November of 2013, and then
most recently the Proof-of-Concept meetings that took place in April,
where -- this is an example on the slide here that shows on the right-hand
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side -- where we brought in each one of the modelers and used this as a test
case to demonstrate how the models are providing data and information,
GIS layers, into the types of analysis that will lead to fish habitat flow
relationships. So that was an important part of demonstrating that this
analysis that we've proposed is, in fact, conceptually sound and can be
implemented. So that was an important part of that.
And then the Lower River modeling, that was also completed for
Birch Creek and Trapper Creek, and we had Appendices I and O of the
ISR that demonstrated the results of that.
Some of these -- stepping through these very quickly. I'm sure the
clock is winding down. So I guess I won't go through all of the results,
again, that we've had. It would be impossible to do it. I assume that those
-- you know, most everyone is familiar with the ISR.
The Decision Support System I will mention. You know, it's an
important element. We had a discussion of that in the Riverine Modelers
meeting in 2013, selecting a particular approach that we're proposing to
use.
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And then I'm going to go over these very quickly because these are
some of the 2014 results. We've had winter studies that have occurred this
past winter, 2014. We can talk about these in more detail in January,
during the January meetings. There is a TM that's been generated on that.
And likewise, the relationship between fish abundance and
microhabitat variables. That was a FERC request that was completed. It
was one of the variances where we postponed completing that analysis
because of the need for water quality data that had not yet been fully
analyzed by the laboratory. So that was just recently completed as well as
submitted as part of the September transmittals.
I won't go through these. I do want to mention -- we're not going to
go through them in detail, but I do want to mention, in this particular table,
this is sort of a summary of the HSC results that we have to date. And
under Chinook, up top there, that juvenile should actually be fry. So
there's 218 fry observations, and then in terms of juvenile, there's 63
juvenile measurements. So I want to make sure that you're all aware of
that.
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MR. PADULA: There's your 10 minutes, Dudley.
(Laughter)
MR. REISER: Give me two minutes, two minutes.
MR. PADULA: All right, two minutes.
MR. REISER: So here's proposed modifications. These are
outlined in the ISR, and I am not going to go through these or I'm -- I don't
know what's going to happen. Wayne is going to come over here.
Just go to the current status and steps to complete the study. We're
going to continue looking at tributary gauging. There will be some reach
scale modeling done. We're going to measure the upper two Focus Areas.
That's another element that needs to be completed for Study 8.5. So we'll
have Focus Area -173 and FA-184. FA-151 was already completed this
year. In the Lower River, there will be some additional transect modeling
done on Sheep and Caswell Creeks. A lot of steps yet remain in the habitat
modeling aspect. I'm not going to go through these. There's a number of
them here. And the Lower River habitat modeling part will continue, and
then the Decision Support System. That's going to be an important aspect
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as we move forward in 2015.
There. How was that?
MR. PADULA: Awesome, Dudley.
MR. REISER: All right.
MR. PADULA: Thank you. I know Dudley has a lot of information
to share, but we think it would be better if he shared that in response to
some good questions and comments. So who would like to start? Chris?
MR. HOLMQUIST-JOHNSON: This is Chris Holmquist-Johnson
with USGS, working with the Services. Dudley, I got just a few different
comments and things kind of with each of the different objectives, you
know, is how I think I might go through it, because it’s sort of specific to
those areas.
And the first one we touched on just a little bit on the first day,
which was the mapping of the current aquatic habitat within the main
channel and off channel and both on-the-ground and then the line
mapping. And so we had some discussions on that. It seemed like some of
that was possibly incomplete, and so I'll just bring it up again here because
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it directly ties into the instream flow work and ultimately how we're going
to look at a whole river analysis for those microhabitats and how we may
extrapolate results from a Focus Area to the whole river approach. So just
making sure that all of that is complete and is checked to make sure that
we are able to do that.
MR. REISER: Let me respond to that, Chris. You know, basically,
it turned out after that issue was raised during the meeting two days ago,
that we went back on the ISRs, and the information that was presented in
that ISR for the FDA and habitat mapping portion of it; and it looks like
there was just a problem with the version control of the maps that were
presented in that document.
I think we've committed to getting that information out by
November 15th, I believe it is. I think that's the commitment. We have
those layers in place. It's not -- you know, it's not going to take us a lot of
time to generate that, but it was a version control issue of that particular
coverage that was presented. It turns out, that's what was missing.
MR. HOLMQUIST-JOHNSON: Thanks for that clarification. It's
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helpful when we're trying to make comments related to that, and that's
what we're basing our comments on.
MR. REISER: Sure.
MR. HOLMQUIST-JOHNSON: Yeah (affirmative), and then part
of that, too, I think was what Jeff brought up in a few of the ground-
truthing points, that some of that was maybe misidentified, such as in
Whiskers, that was classified as a main channel. So just some other things
like that, that I know you guys have made notes of to look into.
MR. REISER: I think some of that may become clearer once you
are looking at the right coverage. So, yes, but we would welcome
feedback.
MS. WALKER: This is Sue Walker with NMFS. Is there new
coverage for the ground-truthing maps as well then?
MR. REISER: No, the ground-truthing maps, I believe, if you want
-- and I defer to Mary Lou on this one, but I believe the ground-truthing
maps were correct in the one appendix. But I would say, just to be
complete, let's wait and see what we generate November 15th. We'll go
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back and make sure that we have the right coverages displayed in that, so
there isn't any confusion.
MS. WALKER: So is that a wrong version of mapping? Is that the
one that was used for the ground-truthing?
MR. REISER: Mary Lou?
MS. KEEFE: No, it was a simple version control problem when the
final version was made into a PDF for the ISR. The side slough layer was
shut off. They weren't mapped. That layer on GIS was just shut off. So it
was a systematic error across all maps that were posted in February.
MR. JAYJACK: So are the maps in the ISR -- I think what Sue is
asking is she's asking about the maps in the ISR. Should they look at the
ones that are now on file with us now or wait for the ones on November
15th?
MS. KEEFE: There are Appendix A maps that will be corrected and
Betsy will talk to that. And Appendix B maps are correct -- or Appendix
D. It's Appendix D. Those are the correct maps.
MR. HOLMQUIST-JOHNSON: Yeah (affirmative), I think the
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clarification with that is in the ground-truthing, specifically on the Whisker
Slough section downstream of the Whisker's Creek. A portion of that was
identified as main channel habitat, and in meetings that we've had with
previous TWGs, and discussions, and all that, that was a misclassification.
That, that's not actually a main channel habitat.
MR. REISER: Yeah (affirmative), and I think that's okay. I mean,
not that it's misclassified, but that there's a difference of opinion, perhaps,
on some of these habitat-type calls. That's the purpose of this exercise.
My understanding of the study plan determination was to get that
information out to the stakeholders so you'd have a chance to look at it,
and then, you know, you'll have your comments on it. And I think we can
come to a resolution on some of those differences of opinion on those
types of calls.
MR. HOLMQUIST-JOHNSON: Okay.
MS. MCGREGOR: This is Betsy with AEA. Just so I can clarify,
we're going to issue an errata for the appendix where the side sloughs were
missing. On November 15th, we're going to -- or by November 15th, we'll
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put out a set of maps that have both the macrohabitat and the mesohabitat
from the remote line map.
The ground-truth maps from both the 2013 and the 2014 data
collection will be available at the end of the year. I'm sorry -- actually by
February 1st.
MR. HOLMQUIST-JOHNSON: I guess one suggestion I would
have on that with using the ground-truthing to -- {compare with} in with
the line maps, if we are regenerating all of that, I don't know if it's possible
to have those, rather than separate appendices, have those as a single
appendix, where they're actually overlaid on each other. It would just,
from a simplification standpoint, be a lot easier to make those comparisons
than having to have numerous maps that we have printout copies that
you're then trying to do overlays on. I know we've done that with some of
the Focus Area sites, where we're showing examples and how they overlap.
This would be one of those examples that could be very helpful and
expedite the process.
MS. MCGREGOR: We agree. That's how we do it for the ground-
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truth -- for the maps that have the ground-truth information. They'll have
both the ground-truth and the remote sensing -- not remote sensing but the
remote survey.
MR. CUTLIP: So wait, February 1 will be line map that shows.....
MR. PADULA: One at a time, please.
MR. CUTLIP: Matt Cutlip with FERC. So it's my understanding
that on February 1 you will produce a map that has been updated for the
ground-truthing; it's a final map?
MS. KEEFE: That's correct.
MR. CUTLIP: With the correction built in from the ground-
truthing?
MS. KEEFE: Yes.
MR. CUTLIP: Okay.
MS. KEEFE: Yeah (affirmative), and so that's a little bit different.
MR. CUTLIP: Yeah (affirmative).
MS. KEEFE: So that's what I wanted to clarify. That's a little bit
different than overlaying the ground-truth layer on top of the remote layer.
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That is not what we're planning on doing. What we're planning on doing is
making corrections to the remote layer based on the ground-truth exercise
in those final settings.
MS. MCGREGOR: And just to clarify, that's not for the study plan
determination. That's just continuing implementation of the studies.
MR. CUTLIP: Sure.
MR. PADULA: Thanks. Chris, back to you.
MR. HOLMQUIST-JOHNSON: All right. Next one I guess would
be the second objective, which was the selection of study areas in the
Focus Areas that we've worked on through the whole process. And you
have provided some clarification on that today, and I just want to, I guess,
follow up on that. But we originally had agreed on 10 Focus Areas that we
were looking at; 3 of those upper sites were not accessible in the past two
years. My understanding is you now have collected data in those sites, and
I guess what I'm looking at then is in the ISR there was a comment that
after analyzing the existing data in the seven Focus Areas, that the amount
of effort that would go into the remaining Focus Areas would sort of be
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determined. And so I had some concerns on that, that there was a chance
that we may not get data in those areas?
MR. REISER: Yeah (affirmative), a couple comments on that. I
think maybe I made a confusing statement during the discussion here
because I was under the gun. Now I'm relaxed and can discuss it. The
upper three study areas that were deferred in 2013, this year, 2014, we
collected suitability criteria data. So there's been active data collection
efforts in the upper two Focus Areas. {For the lower Focus Area of those
three, Portage Creek, FA-151, bathymetric surveys were completed needed
to allow 2D modeling.}.
For 2015 then, the effort would be shifted to the upper two. But
there's also -- if you remember Bill's discussion yesterday, there's some
consideration about whether we need to go there? And I think that’s
consistent with the RSP. And I don't mean not go there entirely, but I
mean, go there {and complete studies} with the same level of effort that
was presented in 2013 for all of the other Focus Areas.
So there's just some consideration {being given to this}. We haven't
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arrived at any decisions at this point other than to say let's take a look at it.
Let's take a look at the data, and then bring in the stakeholders for input.
We wouldn't make that decision blindly. AEA would not make that
decision without {stakeholder} input, but that's what that statement was,
just sort of leaving it open. {Data will definitely be collected at each of the
upper three Focus Areas.}
MR. ROTHWELL: I don't know if you can hear me or not.
(Indiscernible - interference with speakerphone)
I guess my followup question to that is when will that be? In the
Instream Flow Study, [we divided the Middle River based on geomorphic
reaches, then selected Focus Areas, and then were going to extrapolate
information and relationships from the Focus Areas to the entire reach. Are
we going to have relatively similar efforts in each reach to understand the
processes? ]
MR. REISER: And I think the answer is yes.
MR. ROTHWELL: The same question applies to other river process
studies, such as groundwater and microhabitat data collection? Obviously
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2 years of data would be nice}
MR. PADULA: Thanks, Eric.
Do you want to restate? It was a little difficult to hear.
MR. REISER: Well, I think, Eric, I think I picked up the gist of the
comment or the question. Basically, the intent of the Focus Areas, you
know, was that we would have these different areas representative of
different sections of the Middle River that could form the basis behind
some type of an extrapolation process that we would use to bring it to
other parts of that Middle River. So we recognize, you know, it's a big
river segment. You can't sample everywhere. So you have to come up
with an approach to be able to expand that. Going to a side discussion
about that, we had some discussion about extrapolation, you know, the
spatial extrapolation, and we haven't landed on any particular approach
right at this point in time for doing that.
I think Eric's concern is whether we will be putting less effort into
a couple of the Focus Areas, you know, the upper Focus Areas than we
would the lower Focus Areas. And I can say right now, as I'm standing
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here right now, we don't have a basis for saying no. We are going to put
that effort forward, but part of the study plan is to take a look at the data
that you've collected over those years and see if there's any need or
justification for making some modifications in that. And that's all -- that's
all that statement was intended to imply.
We haven't made any decisions on it. Right now, we will be doing
those -- the survey work at the same level, unless there's some other
information that comes forward that would say, well, maybe we don't need
to go to quite that level. Maybe the [density of measurements of the
topographic surveys] that we're using doesn't have to be quite as dense,
you know, as we would at the lower sites for some reason. That's really
what I'm saying. Hopefully, Eric, that helped a little bit.
MR. ROTHWELL: I dropped the call, so I didn't hear a single word
you said.
(Laughter)
MR. REISER: Probably just as well.
(Laughter)
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MR. ROTHWELL: I was probably completely satisfied by the
answer.
MR. SHEPHERD: This is Al Shepherd. –[I guess my question
relates to the integration slide {Figure 1 of ISR Part C Study 8.5 Appendix
N} and whether you are pulling all the other studies shown in the slide that
are not directly related to instream flow, like fish count, habitat, and other
type of studies? Also, are you pulling those from existing modeling or
studies that are being done by somebody else, or are these studies
specifically related to, habitat and instream flow? In other words, are you
overlapping with other studies?
MR. REISER: So I'll try to repeat that question, if I heard correctly.
Did everybody hear that on the phone? Maybe I'll just assume they did.
I'm not sure I can rephrase it.
So the answer …I think you have to step back for a second and think
about the objectives. You have to go to the objectives of the different
studies that are presented. And we've gone through the fish studies, and
those have specific objectives associated with them. The Instream Flow
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Study has specific objectives tied to developing the tools behind the
analysis that's going to really help to answer the questions of how project
operations may affect fish habitats.
The IFS studies have linkages between them. The other studies have
linkages to the IFS that are not as direct as the specific resource studies
highlighted in the figure that are directly a part of the IFS integration, but
there is a relationship; and we will be gathering information and using
information from those other studies.
I think I cited to the periodicity work. I used the term, you know,
periodicity. Well, you know, the escapement work that's being done, the
[PIT tagging data, rotary screw trap information, and the FDA
information, you know, all relate to the timing of when fish are moving
within the system]. That's all going to feed into the development and fine
tuning of the periodicity information that we have that will feed into the
analysis that we're doing on instream flows.
So there are various aspects to it. The habitat and mapping
component, certainly that has a direct linkage to the IFS and what we're
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talking about doing and will feed into it.
MR. SHEPHERD: [It appears there are many different agencies and
consultants doing different studies in the ISR. I guess my question was
whether you are] working with those agencies and consultants to
incorporate their data, or are you doing different studies?
MR. REISER: No, we're definitely working together on this. The
instream flow [study is being conducted by a group of scientists and
engineers]. The resource specialists that have presented over the last
couple days are all [contributing information that will be used in the IFS.]
So we're not duplicating efforts. The individual studies may have different
objectives. The data will come together and be used in a cohesive fashion
in terms of how we assess the effects of the project. So it will be brought
together.
The one aspect, just to bring it into play here, and there may be
further questions on it, is the Decision Support System that will bring in
these other elements. It will bring in considerations of recreation, the
wildlife component, energy production. That will be an important part of
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the Decision Support process that would be used on this. So there will be
much more discussion related to that in 2015.
MR. SHEPHERD: Thank you.
MS. O'NEIL: Hi. This is Sarah O’Neil. Related to Al's question
and I guess (indiscernible - interference with speakerphone). I was
wondering – looking at [the table of fish species and life stages shown
earlier was the sampling and a number of fish that were identified based on
where they were?
And then a followup to that. It would be related to Eric's question
about noticing trends in different key river sections, and whether those
trends would be used as a basis for extrapolation to other Focus Areas, and
if so, if the process would be documented for extrapolation].
MR. REISER: Yeah (affirmative), I'm sorry, but I didn't get that-- I
was referring to slide 16. Was there a specific comment? I've got that
slide up on the screen right now. Was there a comment about the
distribution of those species and -- I'm sorry. I just couldn't really pick up
that question.
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MS. O'NEIL: Yeah (affirmative), [the number of species and life
stages listed, are those intended to be extrapolated in all of the Focus
Areas]
MR. REISER: You're definitely breaking up there. I think I got the
gist of that question though. The species that are listed on the HSC Curve
Development slide -- it's in the front now -- those are just the tally of
observations that we've assembled or we've collected to date for the
various life stages and various species. These are going to be used in the
development of suitability criteria that will then be used as input into the
habitat flow modeling to help define areas within Focus Areas that
represent habitats for the specific species and life stage.
So for example, chum salmon spawning habitat within each of the
Focus Areas will be defined through the development of suitability criteria
data and then through the modeling and calculations of habitat area . And
that will give us a comparison then of those habitats under different flow
conditions, so we can see how project operations might affect those
quantities of habitat. So these are the species and the life stages that we
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have assembled that will be used in the development of those curves so far.
MR. PADULA: Any other questions?
MR. PHILLIPS: Guy Phillip, Kier Associates. I'd like to go back to
the previous, previous question, and that was when we were talking about
the progression of the integration and the models ultimately leading to an
integrated model and the Decision Support System. And my question
really pertains to all of the studies, but I'll ask you on the narrow subject of
yours.
As you go through this process of what I'll call the hand-off of the
information from one study into yours, that hand-off being anything from,
I suppose, raw data to being resulting from their work, to their own models
and sub-models; as each of those hand-offs are occurring, are you
documenting the hand-off as built as compared to the conceptual
framework that we have here? Are you actually documenting all of those
points of linkages?
MR. REISER: Yes. The answer is yes we have already as part of
the Proof-of-Concept, demonstrated this process. Certainly we made clear
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that those were not robust results. They were not anything final. So we
put enough qualifiers on that, but the Proof-of-Concept meetings were an
example of how the different model outputs would be input into, in our
case, fish habitat. How the different model inputs were linked into the
effective spawning-incubation habitat models. Bill Miller has been
working on those.
We'll have documentation of all of the inputs that come out of each
of the models, and what will happen is we'll have specific operational
scenarios. Each one of the modelers will be running the same model, the
same operations model, that provides outputs from the reservoir model
down.
So we're going to use the same operating scenarios through each of
the models. The respective model outputs will then feed into the effective
spawning-incubation and rearing habitat models.
MR. PHILLIPS: Thank you.
MR. REISER: And they'll all be documented.
MR. PHILLIPS: Because the distinction I'm making here now is in
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between Proof-of-Concept and “as built”, there have been variances and
adjustments. So I'm very interested in how you document those changes
that have occurred along the way to result in an as-built system.
MR. REISER: Right. No, those are good comments. Any changes
that we're making as part of the models, as part of the calibration, those are
all documented.
MR. GEIGER: Hal Geiger. Dudley, I have two questions for you.
I'm not sure I perfectly understand that graphic. So, for example, Chinook
juvenile number there, is that 218 individual fish, or is that 218 counts of
the presence of fish -- or measurements of the presence of fish?
MR. REISER: Well, it depends on the technique that we used in
collecting those data. So, for example, if we were using a seine net
because of the water turbidity issues, you know, where you really can't
snorkel. So there are different techniques that we use in collecting those
data. If in that situation where we've collected a number of fish within a
particular area, and then we've gone in and measured that area, that
represents one observation for the species that were present within that
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area. So that would represent -- you might have five fish within that area,
but it's going to represent one measurement.
MR. GEIGER: So those numbers represent the numbers of
measurements?
MR. REISER: Correct.
MR. GEIGER: The other question I have, is habitat suitability
curves, as I understand them, are basically going to be a regression that's
going to give us a probability of occurrence. It's a good way to look back
and say this is where the fish were, to cut away the technical talk.
But then I'm sitting here wondering -- and I brought this up the other
day -- this is a period of low Chinook salmon abundance, and even more
importantly, Greg brought up, this is a period of even lower abundance
for the older and larger Chinook salmon. So is there going to be a way to
make any kind of adjustment for that -- for maybe you want to look at this
habitat suitability curve as kind of what's typical and make some type of
adjustment for what might be typical in the future when abundance goes
back up?
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MR. REISER: We've had -- over the years that question has come
up on several occasions when we're involved in these types of studies, and,
you know, the question really is whether or not fish density plays a role in
where these fish may be using their habitats. So if you over-seed an area,
do you find fish being pushed out into areas that they're not -- wouldn't
normally be because of the sheer numbers?
Like spawning is a good example in a way. There's a huge run, and
you get -- you'll have superimposition of redds; and you'll have fish using,
potentially using areas that maybe, if they didn't have all these other fish in
there they wouldn’t use, -- so the short answer is, no, we're not going to be
making any specific adjustments for that. We're assuming that where
these fish are aligning are those areas that they would select; you know,
that they're basically preferentially selecting, and we will be basing our
data on that.
But that issue has come up. I don't know of a way to try and
compensate for that adjustment.
MR. PADULA: George in the back.
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MR. GILMORE: Thanks. George Gilmore, Meridian, [consultant
to the] Services. I apologize in advance if this question has already been
addressed at previous meetings, but I'm a new guy. So I'm hoping I can get
a little more info. And that kind of builds upon what Guy was talking
about earlier, and the Decision Support process. Obviously, it is still early
in the process, but a very pertinent point of the integration of all these
studies is the formation of alternatives that will then be plugged into these
models.
Can you explain the structure of that Decision Support process?
Who is to be involved? Are there going to be representatives from each
resource area combined with AEA and stakeholder personnel? I just --
again, I know the process is in the early stages but would like hearing
about that.
MR. REISER: Sure. I will give you as much information as I can
right at this point. The Decision Support System, you're right, is very
important. We identified that in the RSP. It's something that I thought we
had some really good discussion, in the November 15th Riverine Modelers
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meetings in 2013.
At that time, Alice Shelly, who is sitting to my right here, presented
several different options for how one might proceed with the creation of, a
Decision Support System. Chris Holmquist Johnson from the USGS
presented some examples of what the USGS has done. Through the review
process we basically selected a matrix style, a matrix approach rather than
the -- I would say more sophisticated but more time intensive approach
that we didn't feel we could go down because of just the sheer time and
effort that would be required. Because I remember, Chris, it was like
seven, to eight, or nine years or something like that where you had been
working on that one. It was nice and very well presented, but for our
purposes, we didn’t think that's something that is needed, that level of
detail at this point. So we're going to be approaching it with the matrix
approach. That's the first part, just giving you that information so you can
look at the ISR in Section 7. There's a description of the rationale for the
matrix approach. There's some options that we presented that were
reviewed, and it's sort of the steps moving forward with Decision Support
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System that are presented there.
What it comes down to is that, yes. The answer to your question is
there will be more discussions with the agencies and stakeholders moving
forward. That's an obvious thing that needs to be done with Decision
Support. There will have to be linkages with other resource modelers that
aren't even present in this room right now that have to do with terrestrial
resources recreation resources and other studies. There will have to be
some discussion with those individuals too because that will be brought in
to this decision format.
And then, ultimately, you mentioned operations, you know. How
are we going to make these trade-offs and evaluate them? There will be
certain operational scenarios that AEA will be considering and running,
and that's the information that we will use in looking at trade-offs.
The short answer is more to come. In 2014, we've been gathering
more information that will serve to help refine what that Decision Support
System might look like; but we haven't advanced it to any substantial
degree beyond what was displayed in 2013. On the other hand, a major
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effort will be put forward in 2015.
MR. GILMORE: Based on that, can I add one question to that? I
appreciate your answer, and I'm getting a pretty good understanding of
where you're moving with this. But I want to make a point that I think it's
critical that not only AEA be involved in the development of operational
scenarios, what they see as a more appropriate project. But that the
agencies also become very involved in the process and develop a suite of
scenarios that not only maximizes generation or results in a project that is
more energy efficient but that also emphasizes the environment and
specifically considers environmental impacts. Yeah (affirmative),
essentially that.
MR. PADULA: Thank you, George. You'll be next, Phillips. Go
ahead, Ellen.
MS. LANCE: Ellen Lance, Fish and Wildlife Service. That's a
great lead-in to what I'm sitting here thinking and what we expressed in
our September 22nd letter regarding the Decision Support System.
It seems to me that the building of that Decision Support System,
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understanding and getting the collaborative process going, needs to happen
sooner rather than later because what happens when you get to the end and
you realize that you have a data gap. You missed something that you
really need to inform that decision with. So it seems to me like you need
to start that process as soon as possible so that you're sure that you're
getting all the right inputs.
The second point that I wanted to make is kind of tiering off of the
instream flow integrated model efforts, but I'm going to expand that to by
and large all of the studies.
And I know Sue mentioned this early on, and you've heard Guy
talking about this. But I just want to make it public that the Fish and
Wildlife Services is going to be requesting a new study, which really
probably isn’t a study but maybe a modification to all of the other studies
where they clearly express what their output is going to be from the study,
and how it fits, and how it links with the other studies, and what the
assumptions are, and various other things.
Do you have something to add to that, Guy, or can you expound on
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that idea more?
I'm relying on him because he's the expert.
MR. PHILLIPS: Well, I think fundamentally if we roll back to
yesterday, I talked about how we are collectively building a book, and the
book is what are the various issues and considerations in designing and
building a project of this scale in watershed, about which we know
relatively little; but we're learning a lot more every day. And then the
discussion that we just had about the process of going from data collection
to resulting in some sort of Decision Support System.
I believe the Services are going to be making a request for a
modification of the studies that will reflect the process of building that, as
it was actually built. So that as the models have been built in all of the --
the discussion we just had, but for all the studies. Where the hand-offs
occurred; what are the assumptions behind those hand-offs; how do the
models relate to one another spatially, temporally, all of that sort of stuff
and put it all in one place, so that people can read that at one time and not
have to search for all of the interconnections and so forth and try and
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understand what they mean. I think that's what Services has in mind.
MR. PADULA: Thanks, Guy. Yes.
MR. KRISTANOVICH: Felix Kristanovich with Environ. [How
are you going to be determining breaching flows within a Focus Area]?
MR. REISER: I may solicit some further input from Phil over here
as well. But the primary -- one of the primary areas for information
sources that we would use for determining breaching flows is the
geomorphology, the SRH-2D modeling that Lyle discussed yesterday.
That information provides detailed grids set up for the entire Focus Area.
And for the different side channels and side slough areas within a Focus
Area, that model will be able to predict at what flow, what stage you begin
to have breaching into those different side channels; what flows are less
than breaching flows. Therefore, you're starting to dewater those side
channels. That in a nutshell is what we're talking about in terms of
breaching flows.
Phil, you -- and I know there's 2015. There was some discussion
about additional data collection.
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MR. HILGERT: This is Phil Hilgert. Within the Focus Area, we're
using the bathymetry, and all studies use the same bathymetry. What we
have are very detailed measurements of those inlet elevations and how, as
flows change, those side channels will become wetted or dewatered, so
that there's consistency among all the different studies.
One of the things we had a question about is we have Focus Areas,
and we have the breaching elevations within those Focus Areas to
understand how those side channels and lateral habitats become wetted and
dewatered as flows change. Are those Focus Areas representative of the
rest of the river? We only have those detailed measurements within those
Focus Areas. Let's go out and go to other inlets, other side channels and
sloughs outside the Focus Areas, measure those inlet elevations, and see if
that relationship between how side channels and sloughs are wetted and
dewatered and if that relationship holds the same between the Focus Areas
and outside the Focus Areas.
Does that answer your question?
MR. KRISTANOVICH: Yeah (affirmative).
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MR. REISER: You know, just one other thing related to this
discussion because it pertains to Kevin Petrone's discussion on the barrier
analysis. Geomorphology, the bathymetry information that we're going to
be using for the Focus Areas for looking at breaching flows, it's the same
coverage that we would be using for looking at passage conditions within
those Focus Areas. So there's a lot of interconnectivity between the
different study elements here. They're using the common sets of data and
common sets of models.
MR. HOLMQUIST-JOHNSON: This is Chris. I have a followup to
that. In terms of looking at the geomorphic change in those Focus Areas,
we're doing, you know, various periods in time. I think right now it's 25
and 50-year projections of the geomorphic change. Will that analysis also
be done on those altered channels within the Focus Areas to see how those
barriers and access points will change as a result of potential channel
change due to project effects?
MR. REISER: You mean in terms of the barrier analysis?
MR. HOLMQUIST-JOHNSON: Yeah (affirmative).
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MR. REISER: I don't know if the scope of work actually -- or the
barrier analysis speaks to that at this point. The habitat work, however,
we’ll take that information from the 0, 25 and 50, and run those bed
changes through the habitat models to see what -- you know, if there's any
changes in the models of habitat, versus flow relationships.
Beyond that though, I want to point out that I think a lot of what
we're going to be focusing in on is the smaller time steps that will be
looking at the same general characteristics, the same topography. We are
going to be looking at much shorter time steps than 0, 25, and 50 years.
We'll have results that are monthly, daily, and in some cases even hourly.
So there's going to be a range of time steps that we'll be looking at, but the
0, 25, and 50, that elevation information will be considered into the habitat
piece.
MR. CLARK: This is John Clark with St. Hubert Research Group.
I have a comment. One, I want to follow up a little bit on Ellen's comment
on having model transparency or actually, you know, looking at the data
here. And assuming that the model will output some estimates, and there
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will be a measure of precision associated with those estimates. So you'll
have an output of reduction of spawning ground by 20 percent, and the
estimates will be between 10 to 30 percent or 90 percent certainty of 10 to
30 percent. And it's that precision of those estimates that really we need to
use to evaluate things like variance that was seen -- actually variance is bit
confusing because we look at variance in estimates in all these different
studies. So, for example, fish distribution, how critical is it that you have a
variance that we did not sample a certain area? How does that translate
into the output from the model? So basically this sort of really dictates
how important a lot of these variances are. Some may be very important.
Some may not be, and it really helps us focus on the ones that are
important. That's my comment.
Now I have a question on integration, and I guess it's very specific,
so maybe I can talk to somebody afterwards. But how are you going to
integrate the habitat suitability curves with the fish distribution and
abundance studies because they're measuring very similar things? And it -
- again, it helps to see how important some variances are if you integrate
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these with another study that may be very accurate and the first study may
not be accurate at all.
MR. REISER: I think I understand your question, and.....
MR. ROTHWELL: I'm sorry. Eric Rothwell. Do you mind
paraphrasing the question because [I couldn’t understand it].
MR. REISER: The question is to what extent are the different
studies, for example, HSC, habitat suitability criteria data -- what's the
overlap with that information with, for example, the FDA, the fish
distribution and abundance data? How are those two studies related to one
another? Is there a direct feed of the FDA data into the instream flow
piece so that one can get some sense of where to focus efforts, when
evaluating variances et cetera?
And the answer to that is again, I go back to the objectives of the
study. So there's different objectives that these studies have. Some of
them are collecting data that will be useful but not essential to the instream
flow piece. So in that case we've got data with the habitat suitability
criteria that are specific to the instream flow. We're going out. We're
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locating fish. We're locating areas where fish use is occurring, and we're
taking detailed measurements of depth, velocity, and substrate. We get
measurements of upwelling. We get measurements of turbidity, a variety
of parameters that we're bringing in to define what those suitability criteria
will be that feed directly into the modeling.
The FDA work is -- I use a terminology, it's a little more broader
because we're looking at where the fish are. From a baseline standpoint,
you need to understand, just from a baseline characterization standpoint,
where we are finding fish. There's useful information though, as I
mentioned, that can be and will be brought into the overall instream flow
analysis. And I'll go back to using timing as one example, just the timing
of when fish use specific habitats. When are fish moving out of the
system; when are they moving into the system? So there's going to be
types of information that will come from other studies that will feed in to
the modeling, but the data are not absolutely essential for the modeling.
They're not the piece that's going directly into a suitability criteria
development.
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Does that help you?
MR. CLARK: Yes.
MR. REISER: Somewhat anyway.
MS. MCCRACKEN: This is Betsy McCracken with Fish and
Wildlife Service, and I have a question related to the habitat suitability and
if the Instream Flow Study and the water quality study are addressing the
changes in the fresh water, salt water lens, and the salinity, and the fresh
water in the Lower River are being addressed to (unintelligible) and
returning adults?
MR. REISER: So the question was related to habitat suitability, in
particular the Lower River, with salinity and whether HSC is actually
covering that aspect of it. And the answer is no. That's not one of the
attributes that's being brought into HSC curve development.
The followup question was is anyone doing that, and I would say the
water quality model may have some aspect of that in there; but it's not
directly factored into habitat use, you know, and habitat associations with
where fish might be found.
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MR. PADULA: Dominique?
MS. GLASS: Dudley, the answer to your previous question
confused me rather than made it clearer. I got a little bit confused
somewhere on the HSC curves and how this is going through. I know with
the fish that you're collecting, they are being collected by a variety of
different non-comparable sampling methods that have different amounts of
efficiency.
The answer to the question implied that you're doing sort of a binary
fish are absent, fish are present approach as opposed to lots of fish are in
this particular temperature range, and fewer are in a different one.
And so, first of all, are we dealing with binary, just
presence/absence, or are we doing the density? And if we're dealing with
the density, what, if anything, are you trying to do to adjust for the
differences in efficiency of the gear types?
MR. REISER: So we're not dealing with binary. I mean, there's
some parameters that we would be considering, for example, upwelling
might fit into that category of binary, but in terms of depth, and velocity,
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we're taking actual measurements; and these are going to be brought into a
logistic equation framework that I can turn over to Alice, if she wanted to
discuss it. But it's not just a binary approach. There's elements of it that
would be considered that, but it's not -- there are definite measurements.
MS. GLASS: Yeah (affirmative), not binary on the physical. I'm
talking binary on presence/absence of fish.
MR. REISER: Oh, the fish count part. We're not doing density
estimates, if that's what you're asking. Yeah (affirmative), in terms of the
HSC data collection, we're not trying to make any relative abundance
elements. We have a sampling protocol that we follow that's described in
the ISR. That essentially our crews follow going out, and if they're able to
snorkel, then that's the preferred method because you can visually see the
fish, and establish its location, and then you go in and collect data points at
those locations. If it's a situation where you've got turbid water and you
can't snorkel, then they go in and apply other techniques, whether it's
electrofishing, or we might use some seining techniques over small areas.
In that sense, you know, we're looking at an area rather than specific focal
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point locations, and we're making an assumption that these areas are, you
know, areas where these fish are from. But we're limited by the
observations and the conditions there for sampling.
MS. GLASS: So binary rather than a fish density approach. In the
HSC curve, if you're making a wider range of habitat equally valuable to
various species life stages and alternatives sort of dampen out the habitat
relationships that you're developing here. And so you want to comment on
that?
MR. REISER: Alice, you want to maybe explain a little better than I
am as far as what we're doing with HSC?
MS. SHELLY: Yeah (affirmative), Alice Shelly, R2. The HSC
sampling method is a little smaller scale or closely tied. So the
observations are -- there's a lot of them. There's not, you know, big clumps
of numbers. I had some information that we put together just sort of
percentage wise and 68 percent were ones. So when there are
observations, they're generally single fish, and then sometimes there's
maybe two to five or six or greater. So we don't think that using a logistic
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regression as opposed to, say, a Poisson regression would change the
results. Also we have large numbers of zeros in the modeling process, so it
would cause some difficulty in the modeling process to use counts as
opposed to presence/absence, just not a good distribution to try to fit. So
we think that there's not really a big impact, as you would suggest.
MS. GLASS: Well, the standard HSI approach would be looking at,
you know, what a temperature adds, just to pull something out of the air. It
sounds like your fish densities are so small, your catches are so small that
you aren't able to pick out the fact that fish may use shallow water versus
deep water or something like that because you just got presence/absence
rather than, you know, a density because you don't have big enough
counts.
MS. SHELLY: It's not that we don't have big enough counts, but we
have individual measurements of depth and velocity for individual fish.
So we have -- did you see the counts earlier? We're measuring the
microhabitat characteristics at each fish. So sometimes it's two fish or
sometimes it's six fish, but usually it's one fish that has its own
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microhabitat measurements associated with it.
MR. PADULA: I think we've got some more.
MS. WALKER: This is Sue Walker with NMFS. I just wanted to
add to Betsy's comment on the salinity effects of increased freshwater
discharge in winter. And that's an interesting area. It's one undergoing
quite a lot of current study. It's part of the Chinook task force, the state,
NMFS is doing extensive research on the effect of naturally increasing or
actually decreasing salinities due to the increased freshwater input in the
coastal current of Alaska as glacier melt is exacerbated.
This would be something that we should probably at least consider.
It could be actually a useful research tool if this project were to artificially
increase the extent of freshwater input. So it's kind of an aside, but it's
worth considering.
MR. PADULA: Next comment or question for Dudley? Chris?
MR. HOLMQUIST-JOHNSON: I guess tying in with the HSC data,
one of the things I wanted -- I guess pointing out and ties in the DSS as
well from the linkages standpoint is coming up with our HSC curves that
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are based on, you know, our physical attributes that are in the river, you
know, whether it's depth velocity, substrate, temperature, groundwater, all
of these. An issue we can have with that when we go to look at project
effects is if we're not able to predict those variables under future project
conditions. And so if temperature or DO, any of those type of variables,
are in our equations and are important variables, if we're not able to predict
those on the appropriate scale, going under future conditions, that's
something that can be very helpful in the Decision Support tool to show
what those different models are, what the scales are at, and what kind of
data they're going to be able to provide to answer those questions that we
need to know, on a finer scale.
We've talked about that a lot in some of our technical team meetings
and things, but that would be very helpful for us to, I think, lay out. And
in our discussions, I think that's helped you guys and us understand where
some of those shortfalls are, but that's a limitation. Not a limitation of the
process, but something that needs to be, you know, addressed with how --
if we can't predict those variables, how do we address that, if we are using
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that HSC?
MR. REISER: Right. I don’t think John Hamrick is on the phone
right now, but John, yesterday described, you know, the water quality, the
Riverine water quality modeling. And then during the proof-of-concept, at
that stage anyway -- that was in April, and I know he's made some
advancements since then -- demonstrated, you know, some of the
interactions that he had at the Focus Area scale, and how he's going to be
looking at temperature changes in there.
Very useful meeting because it identified -- we view them as
working sessions, and it helps actually pinpoint areas that need finer -- a
little bit more work, you know, and how you're going to bring that piece of
information in. As an example, bringing in temperature data that's been
collected from other resource areas, which there's a lot of it, but John can
use those other data sets in his model to calibrate. So that was a useful
exercise, and the same thing holds true with DO as well.
So I agree with you, Chris. I think those are important points.
MR. HOLMQUIST-JOHNSON: And I think just a follow up to
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that, as you mentioned that, that was a very useful meeting, you know. I
think we would recommend that we sort of continue some of those
meetings as we move forward with this so that we can continue, as more
data comes out and more of the models are being calibrated, and able to
actually have that field data that, up to this point, it's been more of a
theoretical process of, you know. This is the models that will be
integrated, but we don't really have the data to test it yet. That Proof-of-
Concept, you know, we did with some data, but again, the ice process we
didn't have. We ran HEC-RAS with ice cover as a surrogate for it.
But as some of those are coming together, I think we would
appreciate, you know, the opportunity to have some more of those kind of
followup meetings. I think it's helpful to everybody.
MR. PADULA: Dominique?
MS. GLASS: So the fact that HSC curves and temperature in
particular -- at the last meeting you guys had a draft set. I know it was an
incomplete data set. First one, temperature on that was [not] significant.
Temperature, of course, is a non-trivial parameter because changes in
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temperature, particularly where it can have effects on incubation, and
[growth], and you know, all the rest of the biological stuff. I imagine that,
if in the long-run, unless you got a full data set, it still isn't coming out. It
might be a reflection of the lack of variability in temperature in the river
rather than a lack of temperature dependence of the species. And if you
get to that point where it starts coming out as a significant variable, do you
intend to drop it, or have you considered bringing in a temperature from
other well-documented temperature relationships?
MR. REISER: The answer -- and Alice can correct me if I'm wrong,
but I don’t think she will -- is that -- because I don’t think I'm going to be
wrong. The answer is we will bring temperature into the analysis. It's an
important part of the effective spawning and incubation habitat analysis
that we're going to be doing. We know that incubation is very much
dependent upon, you know, the number of temperature units that the fish
eggs and the embryos are exposed to and the fry emergence likewise. It's
going to be a parameter that will be looked at. It may not fit -- and this is
where she may disagree with me. It may not fit explicitly within the HSC,
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but it will be brought into that analysis because it is an important
parameter that's part of what the effective spawning incubation habitat
piece would be. And we also know that temperature affects growth, you
know. It's affecting growth, juvenile growth during the summer time. If
there's temperature changes in the summertime, how would that affect your
rearing habitats on the temperature perspective? So that will have to be
brought into the equation as well.
You want to add to that, Phil?
MR. HILGERT: Dominique, the one thing I'd like to point out is
that there is a TM submitted in September that looked at that evaluation of
relationships between fish abundance and specific microhabitat variables.
That will be a topic, I'm assuming, for January. So you will have a chance
to read through that and ask more pointed questions.
Dudley is right in that we are looking at temperature. We look at
temperature for the matter of the effective spawning analysis, but in some
cases temperature may not come to the level of an HSC. As you
mentioned, Dominique, it may be because we don’t the range of
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measurements that we have right now that don't show a relationship
between fish distribution and temperature, but perhaps under our post-
project conditions, we might see that temperature change.
One of the things we're considering is using a threshold value that
says, okay, under this range of conditions, we don’t see a response in fish
distribution with temperature. However, outside that range, that will be a
red flag from a modeling standpoint that says, okay, it's outside that range
of what we have from the pre-project conditions. We need to take another
look at how that HSC may be adjusted to account for that.
MR. HOLMQUIST-JOHNSON: This is Chris. Along those lines, is
that something that could be rather than incorporated into an HSC value,
part of sort of the DSS component to where you were looking at that layer
approach to where you may have effective spawning and incubation
habitat that then, on top of that, you say, okay, yes, this was active; now,
does our temperature layer under future project operations fall within a
certain range and that would then, you know, activate it or deactivate it,
rather than trying to incorporate that in an HSC-specific curve?
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MR. REISER: When we think of evaluation metrics -- I'm looking
at this stepwise progression as we go through system inputs, reach scale
modeling, Focus Area scale modeling, and then we get to the evaluation
metrics. From a fish habitat standpoint, we have various evaluation
metrics, juvenile rearing, over-wintering, effective spawning incubation
analysis. But other riverine process studies also have evaluation metrics,
and that's where you'll have an overlay if a specific temperature or a
change in substrate composition is an evaluation metric for those other
studies. Those would be keys that we look at and say, okay -- as we start
getting into those different evaluation metrics and we go to Decision
Support System, they will come to the table and say, okay, this is fine.
You guys are doing fine for fish habitat, but by the way, we've increased
the water temperature or reduced the water temperature outside the
acceptable bounds. So that Decision Support System where we look at
those other studies, it doesn't all fall through IFS.
MR. HOLMQUIST-JOHNSON: Sure, thanks. Along those lines --
and, Alice, you might be able to answer this, one of the things that was
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described in the ISR was the way the useable area, you know, metrics is
kind of one of the, I guess, decision variables at the end that kind of may
be used to see how things are changing under the project operations. And
wondering, I guess -- there wasn't a lot of detail on how that might be
modeled or calculated. In terms of looking at the time series, you know,
we can calculate that for a given point in time, but then as we go through
the entire time period, you know, how that's really utilized to come up with
that decision variable for a comparison standpoint.
MR. REISER: Well, I'll take a first response on that. The time
series type of analysis -- and Bill Miller is on the phone too. So Bill is an
integral part of this analysis that we're doing. I think everyone that has
worked with 2D modeling recognizes that the level of detail that goes into
2D models and the computations that are required as part of that. So Bill is
working on the habitat models that are going to be the sort of engines
behind calculating a lot of these different parameters, and he's working out
details right now on, you know, the massive data. For example, effective
spawning habitat, looking at each one of the points, you know, the cells
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and grid and those cells within there, calculating information on those, and
keeping track of that, and then summing it all up into something that we
can all digest in terms of a curve. So he's working on those. The time step
piece, which we indicated in our study plan, is going to look at different
water year types, but it will also have a varial zone analysis that will be
looking at using the bed elevation models and the hydraulic models, the
2D hydraulic models, how habitat areas are inundated and changed. There
will be a variety of time steps that we'll be looking at it. It's not all been
worked out. I will just, you know, say that right up front, and that's part of
the challenges that we have, and part of the work that still needs to be
done, and reasons that we interact with the various modelers. But those
are good points.
Phil, you may -- do you have anything?
MR. HILGERT: Well, one thing I wanted to add -- I was looking
for an opportunity sometime today. We talk about integrating and working
together with other modelers. Instream flow isn’t by itself. When we
think of the 2D hydraulic models, they're actually being done by Tetra
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Tech, and the fish habitat model is taking the output from the 2D Focus
Areas. Bill Miller takes that and takes the HSC that R2 provides and
comes up with a habitat model. Because we know that in the Proof-of-
Concept last spring, we have to make sure that the output from one model
is good input to the next model. So one of the things we did in this last
summer, in September Bill Miller went out with the 2D modeler from
Tetra Tech. I went out with him. We coordinated with groundwater
modelers so we could go out and look at each Focus Area and look at these
specific features and say, how would we model that; from a hydraulics
standpoint, how are we modeling it, and how is that input going to feed
into the fish habitat model?
So we are more of a coordinated effort than a bunch of individuals,
but I will say, it is a challenge. And we recognize it's a challenge, and
that's why we're trying to pay attention to it.
MR. PADULA: You have some more, Chris?
MR. HOLMQUIST-JOHNSON: Yeah (affirmative), I guess as long
as we're talking about the kind of integration component, I guess some
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things that are just of -- things to consider. I'm sure you guys have
considered them, but I want to bring up -- one idea is the breaching flows
in habitat activity. We talked about that a little bit under the current
conditions and just how that might then be addressed under the
geomorphic change components, you know. That, that could be a very
important thing.
My understanding is we'll run the geomorphic change, you know, to
those -- right now the 25 and 50-year, and then sort of a fixed bed habitat
analysis would be done on the hydrograph from that point forward. And I
think -- is that right that, Dudley, that, that's how that would be?
MR. REISER: That's where we are right now. Excuse me. I guess I
have to voice activate it. That's where we are right now, yes.
MR. HOLMQUIST-JOHNSON: So just, I guess, making sure that
in that state when we then take that new geometry, that those breaching
flows and things are then also looked at under those new channel
geometries to see how those project effects and changing geomorphology
could potentially alter or, you know, increase or decrease, you know, what
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those breaching locations or access would be.
MR. REISER: I'm looking at Lyle back here, and he's nodding yes.
So, yes, there would be.
MR. HOLMQUIST-JOHNSON: I guess the other question or point
is that the effective combination of fish response curves, measurement of
physical conditions and, you know, predicting those under project
alternatives -- we talked about that briefly with the HSC data -- but as well
with sort of integrating all the models together, as Phil brought up, you
know, lateral habitat, groundwater and water quality, and again, under
future conditions, you know. How well we're able to predict those in those
areas under the future conditions, and how that ties in to the instream flow
and the other components, and then extrapolating that to a whole river
process. Again, looking at the resolution of some of those to make sure
that we can bring those values in.
And another one was channel change. We definitely recognize that,
that's not being ignored. You know, looking at both the 1D mobile bed for
the entire river system and then 2D in the Focus Areas. That still seems
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like it will be challenging to integrate these multiple altered channel
geometries with the habitat variations that are calculated from a fixed
geometry, especially looking at the episodic and difficult to model
geomorphic effects for mechanical ice break-up. So we've talked about
whether or not what we're predicting with the open water channel change,
is there a chance that the ice break-up conditions that are occurring
actually cause more disturbance than what we're modeling with the open
water components and how that might be addressed looking at project
operations.
MR. REISER: Chris, you're not expecting a response on each one of
these, right?
MR. HOLMQUIST-JOHNSON: Of course. I think just things that -
- you know, we've discussed some of these in the past, you know, and
wasn't any real direct information in the ISR related to some of those. So I
think it's just bringing them up again to make sure that, as we move
forward, that these are all being considered, and you know, when we get to
that Decision Support in the end, these are all things that feed into that
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with all of the different study components coming together to ultimately
look at what is that decision variable that we're looking at. And they all
provide inputs or effects on that.
MR. REISER: Well, they're good comments. It's just a matter of I
can't respond at this point in time for sure.
MR. HILGERT: Along those lines, Chris, if you're reading from
some notes that you have there, it would be great if you could submit
those.
MR. HOLMQUIST-JOHNSON: Part of that is from myself, just
nervousness.
I think one other thing that would be -- we've talked about the load-
following components and the varial zone, changes with that, and we've
run the OS-1B situation through a lot of these scenarios. And we've had
talk about what other alternatives might be with the operation components
of the dam. And while I know OS-1B was used initially for kind of the
worst case scenario to see how far downstream project effects might be, to
see how far down modeling would contain, but I think as we have some of
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these additional TWG meetings and work groups, you know, looking into
what our potential realistic operations that might actually happen and how
those are going to go into these models. Because at some point when we're
doing all of these analysis, we really want to be looking at what the
realistic options would be, not basing all of our critiques and decisions on
sort of the worst case scenario that I think everybody has kind of agreed
that isn't really going to be operated in that fashion. And so being able to,
you know, as a group come together and find out what are some of these
alternatives that really might be utilized, you know, in the system, both for
hydropower from an economic standpoint, you know, instream flow,
whether it's, you know, fish habitat, whether it's flushing flows, all of those
kind of components, you know, really working together to come up with
what those alternatives might be, so that we can really look at what the
effects are; so that we don't wait until the end and say -- you know, at the
very end we're now putting these five scenarios together, and everything
has been based on the worst case scenario.
MR. REISER: Right. I would -- that's an important aspect of the
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work that we're doing, and I'm sure AEA is thinking about that. I know
that has come up. I think Sue brought that up at one.....
MS. WALKER: Many times.
MR. REISER: Several times anyway. And so I'm sure that, that's a
consideration. I heard the term -- I heard channel maintenance being
brought up yesterday. So there are other aspects of the flow regime that
are definitely going to be looked at down the road. Those are important
that you just mentioned.
MS. O'NEIL: Hi. This is Sarah (indiscernible - interference with
speakerphone). Let me just echo Chris' comment and also just make.....
MR. PADULA: Sarah, could I ask you to just speak a little slower
and a little louder, please.
MS. O'NEIL: Yes. This is Sarah with the (indiscernible -
interference with speakerphone), and I echo Chris' comment and place
some urgency on providing the equilibrium process with more information
on realistic projects now in order to allow them to be able to review the
various models and determine whether calibration has been done within an
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appropriate range of reasonable operations. Right now we don't have the
information available to review that (indiscernible - interference with
speakerphone).
MR. REISER: I think, if I understand your comment, that you're
expressing some urgency in obtaining what these, as Chris characterized
them, you know, more realistic operating scenarios might be, and that
there's an importance in getting that understanding out there and what
those might be. Is that correct?
MS. O'NEIL: That's correct.
MR. ROTHWELL: This is Eric. And I also share the same
sentiment.
MR. PADULA: Sure.
MR. ROTHWELL: Is that okay now?
MR. REISER: That's fine, yes.
MR. ROTHWELL: (Indiscernible - interference with
speakerphone).
MR. REISER: Well, Eric, I think I understand your question about
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the different variables. Are you referring right now to.....
MR. PADULA: Restate his question.
MR. REISER: Well, the question is you've got some concern about
the fact that there may be variability in different parameters that we're not
picking up in the suitability curve development, and therefore, they don’t
come out as being an important part of it? Is that generally what you were
alluding to?
MR. ROTHWELL: (Indiscernible - interference with
speakerphone).
MR. REISER: Well, I'm not -- it's not crystal clear to me how we
might do that. I would say that in the microhabitat analysis that we did,
one of the key elements that we were looking at in terms of whether to
bring in other parameters into the analysis -- and we can go through this in
January in more detail -- was whether or not we would see a direct sort of
flow dependency on that parameter that would be sufficient in order to
effect a change on where what fish might be in the time frame that we're
using our habitat assessment, our habitat models. And for some of those
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parameters, they just don’t have that linkage back into the habitat
modeling.
Nutrients, I'm not discounting that they're important, but they don't
have that sort of immediate effect when you change the flow. During a
load following cycle, for example, you're not going to get an immediate
response of those fish if the amount of nutrient material just happens to
vary a little bit within the time step that we're looking at. On the one hand,
depth, velocity, potential groundwater upwelling turbidity, those are more
immediate effects that we would factor directly into the habitat analysis
that we're looking, the habitat flow analysis. That's not discounting those
parameters though, and we're not dismissing them.
We've looked at it, and a lot of the parameters that are in there are
being picked up and evaluated as part of other studies. You know, river
productivity is being looked at. Phil is looking at me, so he must have
something to contribute.
MR. HILGERT: This is Phil Hilgert, Eric. If I could restate your
question a little bit differently, are you suggesting that if we increase the
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number of HSC data points, we could then evaluate whether those
relationships between fish distribution and say temperature could be
macrohabitat-specific? Is that what you're suggesting?
MR. ROTHWELL: (Indiscernible - interference with
speakerphone).
MR. HILGERT: I think we understand your question now a little
better, and we'll take a look at that. One of the things, keeping in mind is a
lot of the HSC measurements that we have, the fish are heavily distributed
according to macrohabitat. We're not finding lots of Coho juvenile or
Coho fry out in main channel or side channels. A lot of them are in those
backwater sloughs. So that's going to limit the ability to look at different
macrohabitats if a lot of our HSC are concentrated by macrohabitat, but it's
something we would take a look at.
MR. ROTHWELL: (Indiscernible - interference with speakerphone)
Is that something that would be presented in all of the analyses of all the
variables from the study determination that we're asked to be captured in
that summary provided to the stakeholders?
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MR. HILGERT: The analysis that was done in response to the study
plan termination determination was a tech memo. It was submitted in
September, and I think at this point that's what we're going to be asking
you guys to review and provide comments on in January.
MS. MCCRACKEN: I have one more question.
MR. PADULA: Thanks, Eric. Betsy?
MS. MCCRACKEN: This is Betsy with Fish and Wildlife Service,
and I just wanted to ask, if in that tech memo, do you have macrohabitat
sites with the HSC variables collected where there's fish presence and
where there's fish absence?
MS. SHELLY: I'm sorry. Could you -- I'm not sure I understand
your question. Could you restate it?
MS. MCCRACKEN: Yes, so we at the Fish and Wildlife Service
and I think both services have originally asked for the Focus Areas and the
HSC study sites to consider sites that both have fish presence and those
that where there is fish absence or did not have fish presence, so you could
distinguish between the two habitats and what variables might be more
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influential to the fish habitat site selection. And so I don’t think that, that
was conducted. I guess that's my question.
MS. SHELLY: Are you referring to the tech memo that we just put
in? I just want to know which analysis you're referring to.
MS. MCCRACKEN: The HSC. It sounds like if it was going to be
somewhere, it would be in the tech memo that Phil was just referring to.
But.....
MS. SHELLY: So for the HSC analysis we have lots and lots of
availability measurements were fish were not present in the overall HSC
analysis, yes.
MS. MCCRACKEN: Okay.
MS. SHELLY: And in the tech memo that's regarding the other
microhabitat parameters, we also looked at -- that was fish distribution and
abundance data, so it was zeros also, compared to whatever was available
that was overlaid with any fish captures or non-fish captures.
MS. MCCRACKEN: I think I need to look at the tech memo.
Thank you.
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MR. REISER: Yeah (affirmative), I think that’s the key is just look
at the tech memo, and we'll be happy to go through that, step through that
in January and, you know, entertain your comments at that point.
MR. HOLMQUIST-JOHNSON: Along that line, by the way, taking
a quick brief skim of that the other night, some things that were very
helpful in that were some of the tables that show some of the linkages I
think we've been looking for, asking for in terms of what data is there, how
it feeds to other models, or what models or study areas are utilizing that.
So in those tables, there's some of that data identified.
So I just want to say thanks for that, and that's sort of what we're
looking for going forward when we're trying to -- because there's so many
that all of this links together, knowing how all those come together and
who used it or where it came from is very helpful.
MR. REISER: Thanks, Chris.
MR. PADULA: Any other questions or comments for Phil and
Dudley? Over here, Dominique.
MS. GLASS: I had a question regarding the pre-proposed or
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alternative methods for expanding the data beyond the Focus Areas.
Before I get into that, is there a tech memo I should be reading?
(Laughter)
MR. REISER: No, nothing.
MS. GLASS: Each of the three habitats (indiscernible - interference
with microphone) because the original input data wasn't (indiscernible -
interference with microphone). But primarily all three of them have a
problem whenever you try to expand into the Lower River where data
that's required for input is largely missing. So any thoughts on how that
expansion could be improved into the Lower River?
MR. REISER: Right. The extrapolation process that we've outlined
and been reviewing to date is all, you know, targeting the Middle River
segment. As you know, we had a different approach when we came down
to evaluating flow issues in the Lower River just because of some of the
things that have been brought up from the ice processes and
geomorphology as well, the complexity of it, the complexity of the
habitats.
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In looking at how we were going to approach that from a fish habitat
perspective, we looked at the 1980s data too, and they went through the
same process. They recognized that it's complex. They also, at that point,
which we have likewise, realized that the primary effects in terms of
habitat and where the actual -- a lot of the activity that's going on is the
Middle River segment.
When we get down to the Lower River then, we took a different
approach. We keyed into different tributaries and have put in several, you
know, transects. We've identified a series of tributaries, five different
tributary areas that we'll be looking at and developing. And Kasey
[Clipperton] has been part of this from Golder, developing habitat flow
relationships.
The short answer is there's no intention of extrapolating -- we don't
have the same level of data that we've collected in the Middle River in
terms of all the habitat mapping that we would take that and expand that
down, and it wouldn't even be appropriate because of the changes, you
know, the differences from the habitat regions.
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Does that answer the question?
MS. GLASS: Yeah (affirmative), and the question that follows is so
-- this goes back ancient history before I got involved, but the question is
why haven't we collected the data that we need in the Lower River?
MR. REISER: Well, I think the short answer that I just mentioned is
the flow attenuation model, you know, we relied on that fundamentally to,
first of all, figure out where we were even going to limit the extent of our
studies. When the results of the first early model, the water flow routing
model came in and then the geomorphology analysis, hydrologic analysis
that was done by Tetra Tech, you know, working collaboratively and
evaluating the outputs of those, we recognized, no, there's going to be
some potential stage elevation changes. We need to move down into the
Lower River.
At that point though we decided -- and sort of looking at the river,
we decided we cannot go with the same level of effort that we have in the
Middle River, establish 2-D Focus Areas and break it into all these
different segments, nor do we think it's warranted because of -- you know,
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we think the depth is going to change as much as the depth changing in the
Middle River. The Lower River in particular is moving around a lot. It's a
lot of sand down in those locations. So just the level of detail, the cost,
and impact potential of where do you put the effort, and the effort was
primarily in the Middle River; but some analysis extending down into the
Lower River at key locations that we felt could give a good handle on
habitat versus flow relationships.
I know that's a little bit of a ramble going at it, but I'm trying to give
a little history of, you know, the thought process that went into where we
are right now.
MS. GLASS: I can appreciate it. Thank you.
MR. PADULA: Anyone else?
MR. HOLMQUIST-JOHNSON: Tying into that Lower River, I
guess, knowing that there's additional -- I won't call it Focus Area because
that's not quite what it is -- but where we're going to do those more
detailed Lower River1D transacts, have you looked at all in terms of the
data that's been collected at this point with the escapement studies, and the
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fish distribution, and abundance data, utilizing some of that to help with
where you might put those studies, rather than relying maybe on, you
know, the 80s data and some of that, looking at what's currently being
utilized as where you might be able to put those study sites?
MR. REISER: At the time when we were selecting those sites, we
didn't have those data. I think that's a worthwhile piece of information that
we now have, and we can take a look at it and see. But we have -- in our
study plan we've identified certain locations that are in the study plan
determination that we will be targeting.
MR. HILGERT: One of the things we concentrated on the Lower
River was we were looking at the tributary confluences, and so we've
concentrated a lot of our study efforts at those tributary confluences. At
least based on the information I've heard from fish distribution abundance
and HSC, that holds true today as it was in the 80s. The escapement study
might provide us with information about which tributaries the fish are
going up, but the modeling efforts are right down there near the
confluence.
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MR. PADULA: Any other questions?
MR. HEALY: This is Dan.
MR. PADULA: Yes, Dan.
MR. HEALY: I have a comment on the effect of the quality of
calibration. It seems to focus (indiscernible - interference with
speakerphone), and that's something that's been presented in looking at
those (indiscernible - interference with speakerphone). So if we look at the
different players involved in the (unintelligible) process, they each have a
relevant contribution, which could be (indiscernible - interference with
speakerphone).
MR. REISER: I apologize. Could I ask a question -- sorry. Could
I ask a question, is this regarding the open water flow routing models or
some other element?
MR. HEALY: It's regarding the open water flow model.
MR. REISER: Well, I will say we're having a difficult time trying to
understand. Again, it's the audio piece on picking up the point, the points
that you're bringing forward.
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And I will say that, you know, the calibration details are presented in
the appendix -- I don't have an exact appendix -- but of the ISR done for
the open water flow version 2. In addition, Stuart Beck, who was involved
in that or actually developed that model, is not present. So I would just
request comments like that being on the ISR maybe in writing. That would
be the appropriate way. It's Appendix K
MR. HOLMQUIST-JOHNSON: Dudley, I might be able to shed a
little light on that.
MR. HEALY: So you're saying it's not relevant to the discussion?
MR. REISER: Well, no. I'm not saying it's not relevant to the
discussion. I think it's important. It's just that trying to really understand,
but maybe Chris has a.....
MR. HOLMQUIST-JOHNSON: I think -- Dan, let me know
if this isn't along the lines of what you're thinking, but I think part of the
question with the 1D routing model was looking at project operations
when you're getting into some of the load following, you know, the inter-
daily peaks that are occurring and how that might effect, you know,
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storage that's occurring in the system as far as maybe groundwater
recharge, you know, storage that's occurring in all channel habitats as sort
of that, say, flood wave goes by, for lack of a better term; how that might
affect what's going on in the system under those future project operations
and can that be addressed in the model, or are those being considered, I
guess, in the modeling that you're doing and the effects that, that might
have, specifically with kind of off-channel habitats and what would be
involved with that.
MR. REISER: We'll pass that along to Stuart.
MR. PADULA: Any other comments?
MS. WALKER: (Indiscernible - interference with speakerphone).
MR. PADULA: Sure.
MR. WALKER: My name is Jeff Walker with (unintelligible), and I
wanted to go back to the Decision Support System. (Indiscernible -
interference with speakerphone). But my question is if you could provide
specifics about how the results of the DSS will actually (indiscernible -
interference with speakerphone) will be used for because when you read
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about it (unintelligible) decision, but it's not clear from the (unintelligible).
(Indiscernible - interference with speakerphone) description.
MR. REISER: The details on how the Decision Support System will
ultimately be used, I think are to be determined. Clearly, there will be --
AEA will have inputs into it. There's going to be a variety of different
parameters that would factor into this. It will be worked out with
stakeholders, what parameters are we really looking at that are most
important. There are probably several of them that are going to be
important, flow sensitive parameters that will come into play.
It's not been -- in my view anyway, and you know, I'm not a
Decision Support specialist, but in my view this is going to be a tool that's
going to allow all the stakeholders to begin to understand, okay, if you
operate -- if AEA operates in a particular fashion with OS-1B or some
other alternative, what are the tradeoffs that you're going to start seeing in
terms of perhaps it's the total amount of effective spawning incubation
habitat. That's one method. And maybe you break it down into different
geomorphic regions. So there might be, you know, a spatial element to the
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decision support. What are the, you know, the recreation pieces that might
come into play? If they operate this fashion, how many boat days would
you have under this particular operating scenario versus another? And in
the end, there's going to be some discussion, and, you know, working out
details and working out -- collaborating with AEA and the stakeholders
and trying to craft what is a good operating scenario. There's going to be
lots of constraints that will come into play because the AEA is going to be
constrained by energy and all that weigh into this for sure, but that's my
conceptual view of how the Decision Support System would play into this.
Wayne?
MR. DYOK: Dudley, I think that's right on the mark, and I would
just add that certainly from an operational, you know, perspective, that's
where I would see more of a iterative process to look at a particular
operation that's going to be balancing the development and the non-
development aspects. But I wouldn't rule out the potential for some, you
know, design modifications to deal with issues, particularly those that
might relate to things that we can actually effect by having a different
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design. We have to obviously keep in mind the safety aspects; that's
number one, and, you know, cost is up there as well. But if there's some
factor that would suggest you put your cone bells at a certain elevation,
absolutely, we could, you know, incorporate that kind of information.
Ultimately, that information is going to be incorporated in our draft
license application and final license application in the Exhibit E, so we
will have that. But I think Dudley is right. There's going to be a lot more
opportunity for discussion on each of these alternatives as we move
forward through the process.
Now, I don't want to be in front of people trying to, you know, get
the food here, so maybe we ought to call it.
MR. PADULA: Everybody.....
MR. ROTHWELL: (Indiscernible - interference with
speakerphone).
MR. REISER: Yeah (affirmative), and obviously we've got work to
do to be able to answer that question. You've hit on a couple of good
points though, and that is the need to make this transparent. The methods
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that we're going to be looking at need to be understandable by the public,
and so there's -- I mean, we could sit down and think of a few of those, but
I think for the benefit of time, we recognize there is more work to do on
this in 2015 as we're moving forward. So there will be details coming out
on this, and I'll just let it go with that.
MR. PADULA: Chris is going to get the last word here.
MR. HOLMQUIST-JOHNSON: I just want to -- we talked about
the DSS work that we presented back at the Riverine Modelers meetings,
and I just wanted to bring it up that we do now have a manual for that
program that is out. It just came out last month, and we will also have a
special issue in Limnology coming out on the application of that on the
Delaware River that will also be, you know, an application and reference
that he can look at.
MR. PADULA: Thank you.
MS. BOLBERG (sp): I have a (indiscernible - interference with
speakerphone). But recognizing that we won't have a lot of this
information for about a year, speaking of Eric's (unintelligible) that's the
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daily data and the sub-daily data (indiscernible - interference with
speakerphone).
MR. REISER: Let me -- I think this is -- and I apologize. I don't
recognize your voice. Somebody from (unintelligible).
UNIDENTIFIED SPEAKER: It's Tara Bolberg.
MS. BOLBERG: Yes, this is Tara.
MR. REISER: Yeah (affirmative), I think the question was whether
or not the daily data, and this, Wayne, is a question for John Haapala. I'm
not quite sure how to answer that question.
MS. BOLBERG: Just to followup quickly, it's published in the ISR
(indiscernible - interference with speakerphone).
MR. HILGERT: Under Version 2 of the open water flow routing
model we developed hourly hydrology under the OS-1B. We have that
data available, but it's for a short period of record, a short -- for several
months during specific years. If you're looking at running, say, an IHA
analysis, you need an entire year of record, and you're looking at hourly
flows. It requires a combination of both the open water flow routing
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model and flow routing during the ice period.
And frankly, we're going to be doing that type of analysis under
version three. The final version of the open water flow routing model will
need to incorporate the hourly flow fluctuations from the tributaries.
That's one of the things we're doing for that Version 3. So we really won't
have that year-round hourly analysis available until we finish the Version 3
of the open water flow routing model.
MS. BOLBERG: Thank you. I guess specifically, the hourly data
that is incorporated into a graph in the existing ISR [Study 8.5, IFS, Part
A, Figure 5.4-1], that graph covers a full year. So [are those data
available?]. This is 1984 to 1985.
MR. REISER: And did you have that figure number again to give
us?
MS. BOLBERG: Yeah (affirmative), I believe it is (unintelligible).
MR. REISER: Yeah (affirmative), you're cutting out. Try again,
please.
MS. BOLBERG: Yeah (affirmative), 5.4-1.
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MR. REISER: Thank you.
MS. BOLBERG: Thank you.
MS. MCGREGOR: Hi. I just -- this is Betsy from AEA. The
response that Phil just provided was provided to the Nature Conservancy
in an email from AEA with respect to the data. We did provide the data
that was available for the graph, what we thought was -- what was going to
be asked for as Phil just responded.
MR. PADULA: Thanks. All right. Everybody has earned lunch.
So we're going to keep it to an hour. So please be back at 1:15.
12:15:38
(Off record)
(On record)
1:18:23
MR. PADULA: Thank you. We're going to get started with our last
afternoon session. The way the agenda was laid out initially was that
Kevin doing his Riparian Instream Flow presentation and then to the
discussion and then come back to Aaron Wells. And since -- and there's a
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lot of interrelationship there. What we're going to do is have both of the
presenters present, probably a total of 15-20 minutes, and then we can have
a collective discussion around all that information. There's just a little bit
of a slight modification. And with that, Kevin, you want to start? Kevin
Fetherston.
STUDY OF RIPARIAN INSTREAM FLOW (STUDY 8.6)
STUDY OF RIPARIAN VEGETATION STUDY DOWNSTREAM OF
THE PROPOSED SUSITNA-WATANA DAM (STUDY 11.6)
MR. FETHERSTON: Good afternoon. We'll spend the rest of the
day going out of the channel on to the flood plain. I know it's been an in
channel-oriented meeting so far.
And as Steve was saying, the riparian studies program is really
integrated between the Riparian Instream Flow Study and the Riparian
Vegetation Study. You can think about it as pattern and process. Riparian
Vegetation Study is focused on mapping the patterns throughout the entire
study area in terms of floristics and soil patterns. And the Instream Flow
Study is focused on processes that generate and maintain those patterns.
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So it was administratively split up into two separate studies, but it's
really one integrated whole. And I work on Aaron's team, and Aaron
works on my team in terms of the design and also the field work.
The goal of the Riparian IFS study is to provide a quantitative
spatially explicit model to predict what potential effects will be
downstream due to project operational changes to the natural Susitna flow
sediment and ice process regimes, and that's the total goal of what we're
doing; and everything -- all the studies are designed to support that.
Our work is supported intimately by the geomorphology and fluvial
geomorphology programs and by ice process modeling as well as the
hydrology groundwater surface water studies in terms of modeling and
measurement of physical processes.
So I'm going to skip through the slides-- I'm not going to actually
read that. This is taken directly out of the ISR.
We have six primary objectives in our study leading off with the
Dam Effects technical memo. It's a critical literature review that we've
written in partnership with Mike Harvey and the geomorphology team, and
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that, as you mentioned yesterday, is going to be coming out by November
15th, I believe. We're essentially finished, and we're going through a final
internal process with that.
Secondly, the series of studies we're doing in this program are
focused on what happens-- if you change the flow sediment and ice
process regimes, what kind of effects will it have on plant community
establishment and maintenance. We consider that in terms of surface
water and groundwater relationships, sediment dynamics. We know those
are critical in terms of seedling establishment.
And then finally the whole issue-- which is very different up here in
Northern (unintelligible) Susitna River is ice processes. We tend to call
this an ice disturbance parameter in terms of its effect on vegetation
patterns.
In doing so we have -- we're doing detailed seedling, seed dispersal
and seedling establishment studies to characterize how things are
occurring under current conditions, and then after developing a process
understanding of that, we can then look at what could potentially change
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when you change those driving -- those underlying driving physical
processes.
We're working with ice process studies to characterize river ice,
which is dramatic up here, and I'll get into that in a minute. And then
working with the geomorphologists, we're looking at the role of
sedimentation relative to the erosive and sediment depositional processes
in the river, both in water -- I won't go into such detail on this, the
geomorphology study. Then also the groundwater aspect of this.
The components, this is simply a laundry list straight out of the ISR
in terms of the details of the study.
We have two variances. One, as I mentioned before, was the Dam
Effects Literature Review was initially scheduled to be finished up, I
believe, in Q4, 2013, and once we got into doing this, it became readily
apparent that we really need to have an integrated document because
geomorphology is so intricately linked with the pattern and process of
vegetation.
And then the second variance is that in our seedling establishment
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study, upon our initial reconnaissance efforts in 2013 when we began to do
the studies, it became readily apparent that -- as you can see here on the
slide. This is a stand of cottonwood that was leveled by an ice raft, and
that what we see in the middle channel islands and the lateral margins of
these floodplains are both sexual reproduction of plants and asexual or
clonal reproduction. And that this clonal reproduction is something that
was somewhat unforeseen for us who do much of our work in the lower
48, and it plays a major role in terms of the pattern vegetation that we see
out there.
So what we've opted to do is go ahead and do our seedling transact
establishment study, and in addition to that, we're going to be laying out
transacts to characterize the clonal reproduction pattern that we're seeing
out there because if we change the ice processes, that will change how the
ice interacts with these floodplain forests.
The summary of the results, this is again just straight out of the
ISR, and I'm going to go through this slide by slide here. The seed
disbursal study is going well. We did that first in 2013. We have four
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cottonwood groves ranging from Deshka Landing up Indian River along a
temperature gradient. The results are coming back. We did one year of
measurements, and we'll be doing a second year of measurements in 2015.
The seedling establishment and recruitment is detailed -- the results
are detailed, preliminary results are in the ISR.
One thing I will point out is that we have two sets of measurements
of the seedling establishment of transects in 2013. The reason for that is
there are on average some peak flows which occur in August, and if you
look at the record, you tend to have a variable distribution of flows. And
indeed, what we see here is that we -- the blue lines are the proper
seedlings established and orange is when -- we went back and did a
mortality study, and there was significant loss of seedlings due to a 48,000
cfs or approximately a two-year event in August of 2013. So we were able
to capture just what we set out to do.
Our ice interaction study is -- we're seeing that, number one,
characterize the map for the extent ice effects, and it's very discrete on this
river. There are areas where ice has dramatic effects on the Middle River,
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and in the Lower River we're seeing very little in terms of dramatic ice
vegetation interaction patterns. And we're doing that through mapping and
also doing dendrochronology, which we can actually measure the year in
which ice affects these forest stands.
Floodplain stratigraphy and development is key to, again, analyzing
and understanding the pattern of vegetation, and we're using
dendrochronology, which not only affords us to understand the age of the
forest stand, but it gives the geomorphologist essentially dates in which
these terrain surfaces have developed. And we have over 300 samples to
date in that.
And finally, in floodplain stratigraphy in terms of doing our
sediment, understanding Susitna which in the Athabaskan language means
“river of sand.” The sand is a huge deal in terms of the establishment of
Salicaceae vegetation out there, and so we want to get a quantitative
characteristic of the depositional rates of sand. And we've been using lead
210 isotopes and CZ 137, and we've had preliminary results from our 2013
work. And this laboratory analyses are going to work for us. So we will
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continue to do that in 2015.
The groundwater/surface water hydroregime is focused on
understanding relationships between where plants are getting their water,
and again, the key to this is that you have -- when you change this river
stage that would affect, say, groundwater levels that plants are dependent
upon or not, and we're documenting that in a number of methods.
Finally, I think that's -- those are pretty much our results. Our
modifications, are again, the literature review and seedling establishment
approach.
And in total we're really on target to get our product in February of
2016. Our studies on time, and we've got very few modifications to them.
I won't go into the detail on this. It's all laid out in the ISR, and I
think that's the big picture. And I'm going to hand this over to Aaron
Wells. He'll go through a similar summary for the riparian vegetation, and
then we'll open this up to discussion.
MR. WELLS: Good afternoon. I'm Aaron Wells with ABR, based
in Anchorage. I'm going to talk to you about the Riparian Vegetation
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Study, which is a component of the overall Riparian Instream Flow Study,
as Kevin mentioned.
The objectives of the study are to, as Kevin mentioned, you know,
he's more focused on the process, where I'm focused on the pattern in my
study. So we're mapping and describing vegetation and describing
successional sequences. And we're also interested in characterizing the
role of sedimentation and erosion. As Kevin mentioned, there's a sediment
dating study that we're working on in 210 1 through 7. And we're working
closely with the other instream flow studies, including geomorphology,
groundwater, and ice-processes.
So the components include developing mapping materials from
existing data, including high resolution aerial imagery, field surveys, and
utilizing an integrated terrain approach to classification and mapping of the
riparian vegetation, which I'll talk about more as I go along.
Variances, there were just a few variances from what we originally
proposed. First was the plot allocation in Focus Areas. And in response to
AMC comments, we revised our approach, which originally only
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accounted for the size of the Focus Areas. And we decided that there
weren't enough plots being allocated based on the number of ecotypes that
are in the Focus Areas. Ecotypes are local-scale ecosystems. In our
revised approach we accounted for both the size and the number of
ecotypes for Focus Areas to develop our target number of plots in each
Focus Area. This resulted in an overall higher number of plots allocated to
the Focus Areas, and we described this in a technical memorandum that
was dated July 1st and filed with FERC.
The second variance was related to the spacing of points along our
sampling lines and our intensive ecological land survey plots. We
originally proposed 0.5 meter spacing, and because of the robustness of
vegetation on the floodplain, we decided to change that to 1 meter spacing.
You can imagine for a large plant like a Devil's Club, that if you spaced the
points too close, you would be, you know, sampling the same plant.
Whereas if you spaced the points further apart, you're sampling different
plants and allocating the sampling along each line more effective. If you're
looking at Alpine tundra or Arctic tundra, you can space them much close
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because the plants are much smaller. The larger sampling area will require
larger radius of our plots. So we had (indiscernible - distance from
microphone) large spacing.
And then the last variance, at plots where we integrated the
groundwater wells with our vegetation plots, we had originally proposed to
put the ground water wells in the middle of the plots in what we're calling
the trample zone. The trample zone is where our teams can go and set their
gear, but where they would not disturb the adjacent sampling area.
However, because of the size of the wells, we decided that it was better to
place them just outside of the plot but in the same community and on the
same fluvial surface.
And there were no additional variance or modifications.
To just briefly go through the work that has been done already, in
2012, we went out from June 24th to July 3rd and sampled 82 integrated
terrain unit plots. These are for mapping verification and description of
the vegetation. We collected vegetation data, including describing the
vegetation and all species present, estimating percent foliar cover, and
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describe the soil and environment.
In 2013, we went out over several sampling periods, and we started
our soil trench stratigraphy descriptions in May. And then went out again
June and August and sampled 214 additional ITU plots along 35 transects.
During the same period, we sampled 62 intensive ELS plots. These
are designed as permanent plots, so there's a magnetic marker that's been
buried in the soil so people can go back to that marker in 5, 10, 15, 20
years. It's set up that way, and sampling design is more intensive.
Here's a map that shows our sampling plot, both integrated terrain
unit and intensive, and plots where sediment sample were collected in
2013in 2013. And at the Focus Areas specifically, the yellow points are
those that we sampled in 2013. The blue points are those that we plan to
sample in our next sampling period.
From this we can review the spatial distribution of our sample plots
and quickly see where there are gaps that we need to go fill spatially, and
along with this will come, this fall and early winter, a review of the
existing data to look for gaps that need filled next summer, so two parts of
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the data gap analysis.
To summarize our progress to date, at this stage we have been
actively mapping. We have about 50 percent of the total riparian study
area completed. People are actively mapping right now. We're going to
work on preliminary analysis, as I mentioned this fall, early winter so we
can use that information to guide our sampling next summer.
So the mapping, the integrated terrain unit mapping is a multi-
parameter mapping approach, and at each polygon that we delineate, we
assign several variables. So each polygon is unique in all those variables,
and that includes geomorphology, vegetation, surface form, recent
disturbance as observed on the aerial imagery, and poplar size class.
I'm just going to roll through. These are all presented in ISR. I'm
just going to show you examples of the mapping, just in the Focus Areas,
and of course, the mapping is broader than this. It extends across about
half of the study area at this point. These are examples.
So the geomorphology, the different color coding is the different
classes, here is the surface form, the vegetation, disturbance, poplar size
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class, and then we integrate all these into what's called an ecotype map,
ecotypes are local-scale ecosystems that integrate both vegetation and
environment.
There's been no significant modifications to the mapping portion of
this study.
The steps to complete, I won't go through all these, but I will
mention that we just got back from Susitna floodplains, Kevin and I, in
September. I still have Devil's Club in my hands from that.
We are set to finalize the ITU mapping as scheduled in 2015, and
we'll be able to use the 2015 data to verify that mapping in areas where we
don't have plots now. And we will be developing riparian wildlife habitat
wetland types in coordination with the wildlife program and the wetlands
program, and we'll be developing natural vegetation-succession pathway
models based on all of our data and in combination with the process-driven
data that Kevin studies are collecting. That will feed into our models of
succession.
So as described in the ISR, no additional study modification
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proposed, and we're anticipated to meet study objectives. And that's all.
Thank you.
MR. PADULA: Great job, guys.
So we'll open to question for either Kevin or Aaron. You want to
get it started, Greg?
MR. AUBLE: Yeah (affirmative). Hello. I'm Greg Auble. I'm a
Riparian Ecologist with USGS working with the agencies. I got all kinds
of comments, but I'll try real hard to focus on the most important ones and
pretty much completely from the perspective of sort of the progress of
these studies and how well they will inform and ability to evaluate project
alternatives. I'll be watching for ways to comment on that. That's what I'm
going to focus on.
And I guess as Kevin said, sort of the gold standard of evaluating
changes in -- downstream changes in flow and sediment on varied
vegetation, some sort of spatially explicit probability or cause output
associated with each of these alternatives. Just exactly what the study is
doing involves sampling vegetation along with the driving variable to
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describe the current pattern and then be able to project that into the
alternatives. The obvious drivers are inundation, depth of groundwater,
disturbance, which in this case is ice, water (unintelligible), and changes in
topography.
That seems to be going very, very well. I would say I've got
concerns about the quality of limited steps that might feasibly be done
better, and those are largely sampling. There's some variation in -- your
scheduled has changed over time and the Focus Areas they haven't gotten
done or didn't go on. I think it's really important to make sure that we get
an adequate coverage in this ELS well where we have concomitant
vegetation, inundation, depth to ground water, and disturbance. We want
to make sure that at some point you give us an update or make sure that we
really do have full coverage there by the time you're done.
The other area is depth to groundwater, and there's -- you know,
there's been ambiguity there, both with respect to existing vegetation.
What is the depth to groundwater of the existing vegetation, and then how
well will you be able to predict depth to groundwater on the project
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alternatives. And I know that a lot of work has been going on since the
ISR on dealing with that, but that's an important area of concern it seems to
me. It's one of the areas where as of between now and 2016 might really
improve. If it doesn't get better, it's going to be really bad, and it could be
-- it's a good place to allocate that.
Yeah (affirmative), those are the most important points I think.
I am personally -- I know Bob Henszey, Fish and Wildlife Service,
is more interested in this than I am. I am personally really skeptical about
the -- the value of detailed measurements of transpiration. I just don’t
think -- the work that's being done is being done very well. As plant
ecologist, it's really interesting to me. I just don't see that variation across
the vegetation cover types and transpiration rates is that important in this
system. I know in arid systems, in like San Pedro, (unintelligible),
Mojave, that's the main thing, but I just don't see it as being a real
important element, especially in connection between project alternatives
and changes in vegetation. I just don't that variation is -- I mean, I'm not
arguing that it's not real, but I don't think it's that important, and especially
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to the extent that, that whole effort was originally aimed at quantifying the
riparian component of MODFLOW. And I just think that as the project
has evolved, that's a less important thing to be doing.
The ice core mapping component and the stratigraphy, it's just been
incredibly valuable, not only in terms of -- well, you've developed field
data that is establishing the importance of ice in structuring the vegetation
and in control and flow stratigraphy. So I think that is a (indiscernible -
interference with microphone), even transcends the riparian vegetation.
And I don't know whether you're communicating anything that
(unintelligible) doesn't already know, but it is -- you've got developing real
solid, real field observations that document that.
A couple more than I'll -- with respect to the seedling dispersal and
establishment, that certainly would be a standard thing to look at. That
(unintelligible) is proceeding very, very well with generating very clear
results. It's going to nail down the potential disruption of seed
reproduction of cottonwood and willow, especially as it might relate to
changes in the basic hydrograph, where you're storing spring water and
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releasing it in the winter.
My comment is, okay, if that isn't clearly disruptive, then what's
going to happen, and what is the replacement vegetation likely to be? The
other aspect of that is (indiscernible - interference with microphone).
You've also got the problem of if we are dealing with substantial stage
(indiscernible - interference with microphone), what that does to these
freshly germinated seedlings. It's not the stuff (indiscernible - interference
with microphone), but it could be very, very important.
Isotopic water sources. You've got a ton of samples. We just
haven't seen. The numbers aren't in the ISR yet, so I'm looking forward to
that. Okay. That's about it.
MR. FETHERSTON: Thanks, Greg.
MR. PADULA: Anyone else have any comments, questions?
Anyone on the phone have any comments or questions?
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. PADULA: Thank, Bob. Kevin has been taking notes, and
we're going to ask him to see if he can restate your question, make sure we
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got it right and then respond.
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. AUBLE: This is Greg. I was actually trying to say the same
thing that Bob was saying at the end. The immediate thing that could be
done to address this (indiscernible - interference with microphone) a
shared summary. Like how many plots are we really going to have where
we know surface water inundation and groundwater and have got -- what's
the coverage of those across different ecotypes? So Bob is raising the
same basic question there. It's just hard to tell. Well, and I imagine the
river study was hard to plan because things evolve and are changing.
You need to tally that in a check-in to make sure -- you talk about it
in terms of data gaps, okay. We got that covered. Is that coverage going
to be pretty good or not?
MR. FETHERSTON: We have -- in terms relative to groundwater,
every well that we have in Focus Areas is going to have a vegetation soil
plot associated with it. So they're all going to be covered.
In terms of a non-Focus Area sampling, currently we don’t have
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groundwater measurements. We have surface water inundation. We're
doing essentially a HEC-GeoRAS exercise for the entire project area. So
we have flooding inundation frequency for the entire -- basically all the
floodplain surfaces throughout the study area, and we have very detailed
levels of that with also the 2D model in Focus Areas. So that’s the current
design.
MR. AUBLE: Well, if Michael could come up -- (indiscernible -
interference with microphone) come up with some figurative way to
estimate what the groundwater was for those places where you didn’t
measure, and I could use those.
MR. FETHERSTON: Well, the groundwater issue relative to plant
communities and the relationship between river stage and what we're
calling floodplain water bodies. These are water bodies on the floodplains
in terraces that are associated with abandoned sloughs. They're associated
with seepage areas that beavers have dammed up along the lateral margins
of the floodplain and the toe slope.
And what's become, as we've gotten into this work, after, you know,
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a year and a half, it became apparent that in terms of conducting an effects
analysis of project operations, that the key aspect of this is to be able to
adequately delineate what I would call hydrologic domains in the valley
bottom. You have riverine flow, which is, you know, linear flow coming
in, transported by fluvial process. We have waters -- we have hill slope or
upland hydrologic processes, which are coming off the lateral valley walls,
and then there are seepage areas at the toe of the slope.
So there's quite a bit of water, and again, this is something that's
emerged since we've gotten into this work, realizing just how much water
is staged in water bodies at the top of the valley walls. It's like a whole
series of water towers, so there's a significant hydrologic gradient from
them coming downslope. When it hits the floodplains, it emerges, and
then there's flowing water of many kinds. The beavers dam this up, and
we see beaver -- open water beaver complexes throughout these types of
areas.
And it's really this past winter that we've really understood, you
know, that, in terms of the effects analysis, we need to be able to look at
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the valley bottom and draw a line.
In fact, if you could put up the picture of FA-115. This is FA-115.
We're looking up river. So we have the main channel or side channel right
here. We have an island. We have what's effectively an abandoned
slough. We have a number of beaver dams, which are causing these
backwater pools. We have over here the valley wall, and a really old
beaver complex here.
So these wet meadows here, which are dominated by sedges, and
Calamagrostis, and typical wetland emergent plants, the key thing that's
come out in this past winter and early summer is that what's going to
change in terms of hydro regulation is the river stage. And so the critical
factor relative to this entire floodplain terrace complex is, as the river goes
up and down and the river changes, how hydrologically linked are these
water bodies? And to be able to draw a line and say, for discussion
purposes only, draw a line down this middle part and say this slough and
the main channel is all driven by the riverine hydrology; that these lateral
beaver complexes are driven by water coming off the hill slope, expressed,
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and then dammed up over hundreds to thousands of years.
So we have riverine, upland hill slope hydrology, and then we have
a transitional zone in between. And if we can clearly, you know, map this
out and be able to take this from the Focus Areas and scale it up to the
entire project area, then we could actually model what's going to happen in
these spots and these surfaces. And we've done this initially at FA-138,
and that's part of the -- that's in the ISR analysis. And we presented it at
previous TWG meetings.
Immediately below the Gold Creek Bridge, we have a floodplain
terrace area that is literally 10 to 12 feet off the active channel with beaver
complexes, and we were looking for a way of analyzing the relationship
between river stage and these floodplain water bodies without doing the
same extensive 2D models, 3D model. So we went out and installed stage
gauges in these water bodies and put another river gauge that was also
linked up with the Gold Creek gauge, and we saw that with the August
two-year 48,000 CFS flow, at Gold Creek at least, that these lateral water
bodies associated with the hill slope hydrology didn't move at all when the
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river stage went up three to four feet.
And so that's the type of analysis that's needed to be able to draw a
line on a map and say if we change the flow of the river, this area will be
effected. This area will be not, and it's the simplest way to do that. So
that's something that's been under discussion to put in more stage gauges,
reset the Focus Areas this summer, and do you want to speak about that,
Michael?
MR. LILLY: Yeah. So, Greg, what we saw on FA-138 we see also
here on FA-115. In reference to the TM that was put out in September
where it showed the 2014, it was critical to see responses during that
period of the actual flows that occurred.
So if we look at those, both of 138 and 115, what you're going to see
is the most current conditions going up into September in those reports
where that (indiscernible - interference with microphone) key events help
show the lack of response. That lack of response is critical in
understanding the areas where it's groundwater dominated or it's upland
hydrology dominated.
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So if you can define those features in a way that you can then look at
those spatially, then you have your technique to expand out of the Focus
Areas by looking at what we spatially observe in a landscape, and we can
tie that in with other information such as mapping, EM information, et
cetera to help look at where the areas we have shallow groundwater.
And some of the points that were mentioned in the prior
presentations and discussion were features such as lack of snow at end of
winter. Where we have shallow groundwater, we do not see snow
accumulation in the areas because groundwater is a heat source. We also
see open flowing springs and streams that never freeze up. That would
only occur in areas where you have enough groundwater fluxes, always
keeping it filled up.
So where we see these features, looking at specific times of the year,
that helps understand shallow groundwater systems without the use of
wells. So if you have a spring, instead of having a well, you would have a
piece of rebar and just measure the water levels in the spring. It's a cheap
well.
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So those types of features allow us to understand and relate to the
landscape features. Those important observations that can then help
identify how do we transfer the understanding gained within the Focus
Areas outside the Focus Areas to the river segment scale.
MR. AUBLE: Yeah (affirmative), I'm very much with you there.
Doing that is just really important or really -- yeah (affirmative),
potentially important because if you're driving probability of occurrence of
different vegetation by surface water inundation, what the study is ending
up with is a potential for doing that at multiple scales because with 1D
hydraulic and DEMs, you can do that for the whole river, and you can also
do it in great detail at the Focus Areas where you got 2Dhydraulics.
If your driving probability of occurrence by the combination of
surface water inundation and depth to ground water, okay, I see
(indiscernible - interference with microphone). Can you do it on anything
by the whole river scale? That depends on being able to do exactly what
you're saying, somehow separate it out into zones using indicators that you
could do over big areas without actually putting wells in it.
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So anyway, yeah (affirmative), it's real exciting, and I'm just
suggesting that, that's a pretty important thing to work on.
MR. LILLY: In the groundwater presentation we mentioned the
addition of new staff gauge sites, data collection, and a lot of those were
outside of Focus Areas in places so that we could test the transferability
and develop that method. So we needed some places, not only sections,
where there was less data to help show how do we develop a method to
then step out into areas with less information and then out to those areas
where all we're going to have are those spatial detail that we have on the
map or aerial.
MR. FETHERSTON: Operationally, that's a difficult thing to do is
to look at groundwater over 150 miles of floodplain, you know. And how
can you do that? It's a classic sampling problem, right. You know, how
many plots do you need or how many gauges do you need to characterize,
in a meaningful way, to be able to predict? Suggestions?
(Laughter)
MR. AUBLE: Well, I mean, you might be -- I mean, the simplest
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way is if you could like eliminate half the areas as unaffected by river
stage, you know, then you've done half of it. But it's being able to operate
because it's not just a matter of being able to measure it. It's also a matter
of being able to predict what it would be on the project return.
MR. FETHERSTON: Using a combination of Mike Harvey's
geomorphology classification of terrain, combined that with a typology of
floodplain water bodies based on elevation of channel, distance from
lateral -- you know, is there obvious influence from, you know, the lateral
valley walls? Is it directly associated with the river or the slough? And I
think that, that type of classification simplified -- because there's only so
many types that are out there. I mean, there's -- and that's the exercise we
plan on getting there. And again, as you said, with the level of hydrologic
modeling we have on this, we can draw a line right away in terms of open
water inundation, and that's half the map, if you will.
And then with simple gauges we can associate different types of
water bodies with river response or not response to river gauge, we have a
way then of scaling up to those areas we don't have gauges in. And that's
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what we've been coming to in terms of a method to do those.
MR. PADULA: Yes, in the back. Microphone, please.
MR. MCLEAN: This is Dave McLean (indiscernible - interference
with microphone). Dave McLean (indiscernible - interference with
microphone). My question, this example you gave about the slough was
very helpful. Could you explain that maybe how (indiscernible -
interference with microphone). I wonder if you could explain a little bit
more on how the riparian assessment is kicking back into the
geomorphology or vice versa in terms of changing -- predicting changes in
terrain pattern or with changes. And how confident are you that you can
rate these futures of riparian effects and the geomorphic effects together to
meet those kind of predictions? (Indiscernible - interference with
microphone) the effects of the damn and how the river changed on the
(indiscernible - interference with microphone) system into a much less
complex with width reduction. The effects were basically caused by
riparian changes on the side channels, margins where the vegetation
encroached into the side channels, removing sedimentation, and it then
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promoted evidently denser vegetation, which then ended up changing the
whole channel pattern. (Indiscernible - interference with microphone).
So as a predictive tool, what are the predictive tools for going
through that sequence that I've described?
MR. FETHERSTON: Part of the seedling study design is to identify
and characterize the different physical parameters that are driving where
seedlings become established. So we have transects that are normal to the
channel, going from say the waters' edge up into the canopy of the
floodplain, and these are, you know, along different elevations, with
variance in depth to groundwater, frequency of flooding, et cetera. And
we have models which actually give us a map of shear stress at different
discharges.
And so for example, what happens is, you know, the amount of
shear stress in a channel then is directly related to the slope of the channel
and the depth of the water. That's what drives the amount of force to
mobilize gravel. Is that correct, Lyle?
MR. ZEVENBERGEN: Pretty close.
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MR. FETHERSTON: Okay.
MR. PADULA: Close enough. Close enough for plants.
MR. FETHERSTON: I'm stopping then at the geomorphology. And
-- but the key to that is that you have seedlings that become established in
the sand and gravels, and you have shear stress that you, say, events. We
see this all the time in patterns of vegetation establishment. If you have a
low flow year, you have establishment of seedlings going lateral into the
mid channel isles and the main channel.
Well, for example, in 2013, that's what we had, and in August of
2013, we had a "bankful" two-year event occur. And what it did was it
mobilized the bed right along the edge where these lower seedling and
lower level transects the seedlings had established, and they were all
removed because all the sand and some of the gravels in that part of the
transect had been mobilized by that flow. So it's a direct relationship
between shear stress, bed mobilization, seedlings in the first couple of
years are going to be basically scoured out.
So by doing our transect studies we're developing a relationship of
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seedling establishment relative to these different physical parameters on
the Susitna River, which goes directly to how you look at, say, vegetation
encroachment along channel margins when you reduce the flow pattern of
those rivers. When you take out, say, the peak mobilizing flows, the
classic stuff in the literature shows that you have, vegetation encroachment
in those areas that are no longer flooded as deeply, so there's not as much
shear stress and plants grow. And that's the classic thing that we see
downstream from dams that affect peak levels.
You guys have anything to say? I'm going to defer to the true
geomorphologists.
MR. ZEVENBERGEN: Yeah (affirmative), I just want to add that
we have all the building blocks for what you were talking about there. I
don't think we're going to have the same results as that particular system,
based on the types of flow changes that we have, the types of sediment
transport or availability that we have, but we have all the building blocks,
whether it be vegetation, sediment transport, the hydrologic regime; and
so, you know, we'll be able to address all of the aspects that you were
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talking about in that example.
MR. FETHERSTON: And then additionally, how does this
feedback affect channel, you know, plan form morphology and plan form?
I'll leave that to the geomorphologist, but that -- you know, vegetation
becomes established, provides roughness resulting in more sedimentation.
But then, again, unique within the Susitna is the dam is designed is
effectively trap all the sand. So that's a wild card in there; that's different
than some rivers.
And that's why we've been spending so much time focusing on
sediment deposition and seedling establishment because that's effectively
what we, you know, will change, and our job is to come up with a level of
predicted model that's -- how is that going to affect the pattern of
vegetation establishment.
UNIDENTIFIED SPEAKER (TARA): This is Tara on the line.
Would this be an opening to ask (unintelligible).
MR. PADULA: This would be fine. Thanks.
UNIDENTIFIED SPEAKER (TARA): Is the assumption still that
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the reservoir would have 100 percent capacity?
MR. FETHERSTON: I'm getting a nod here from the
geomorphologists. Yes. So the answer would be yes, effectively.
MR. PADULA: Anything else, Tara?
UNIDENTIFIED SPEAKER (TARA): Yeah (affirmative), and the
observation that you made as in looking at sediment deposition during an
HM event, will that observation then be essentially influencing that? Will
that fall into the geomorphology study, or will that fall into the riparian
study?
MR. FETHERSTON: We're actually doing -- again, this is an
emergent property, if you will, in terms of doing work out here on the
Susitna River. As we got into it, witnessed, you know, the 2013 break-up
and the ability to actually see these ice dams form from the air and witness,
you know, significant backwater events where the surface water would
raise, you know, three meters in an hour, and it would float rafts of ice up
onto the floodplain.
We went back to these areas, you know, within two weeks, and we
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were witnessing local effects where there's significant sediment, as Mike
described the other day, Mike Harvey. There's localized effects of
sediment deposition due to ice dam backwater flooding. We have the
blocks of ice, which basically stir up the sediment, which is on the channel
margins. It gets mobilized, backwater flooding causing this, and we're
finding, you know, sediment deposition and actually cobbles scattered
throughout certain areas of floodplains on the valley bottom.
And this is a process that's been anecdotally described in the
literature in a number of places, but the role that ice dams play in
floodplain aggradational processes on this river is significant and may be
localized, where ice dams occur frequently, such as below FA-115; but this
has dramatic effects on, we believe, right now with our preliminary data on
the vegetation patterns.
For example, Aaron and I last week, part of the sedimentation study
is that we're not only taking sediment cores in which we are coming up
with geochronology of when this sediment was deposited in a sub-decadal
level accuracy, but we also do a soil stratigraphic description along with
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this. And what we see is we have stratified organics with pulses of
sediment, organic layers with pulses of sediment. And what that tells us is
that we have plant communities that have been buried by sand, new plant
communities buried by sand, and it's a layered cake. And we're seeing this
in areas that are not flooded by open water flooding, you know. There are
high surfaces out there in which the aggradational processes occur, and it's
not open water flooding.
And that's -- the question is how big is the extent of that? We know
it's localized, but we're looking into it.
UNIDENTIFIED SPEAKER (TARA): Thank you. And then
(indiscernible - interference with speakerphone) dendrochronology study?
MR. FETHERSTON: Sure. The -- well, the dendrochronology
study is -- you know, gives us the approximate age when a tree is
established, and to do that in sedimentary environments, every tree that we
core, we excavate down to the root collar, which is the point which seed
germination happens because the trees are buried out there on the
floodplains with 20, 30, up to 50 centimeters of sediment in
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(unintelligible) areas on floodplains. And so that -- we go out and take
tree cores. We age the trees. We measure the height of sediment, which
we can then use as approximation for looking at how many, say, additional
years we would add to that tree, the actual tree core. And from this we end
up with a map of the age of floodplain vegetation, and it's the effective age
of the most recent deposit in which this vegetation can establish. So we
have floodplain ages for the valley bottom.
So that's one thing, and then that combined with sediment
deposition, we could use these two pieces of data to essentially cross-
correlate to multiple lines of evidence which will illustrate whether or not
this is due to open water processes or this is due to ice dam backwater
depositional processes. And we're not in the preliminary data. We're
pretty confident we're going to be able to really identify this process in a
number of places because we're seeing cottonwood on high surfaces not
flooded under open water conditions.--
For example, back in 2012 I was out on FA-115 with Bill Fullerton,
and Bill looked up to his left; and there was a floodplain surface or terrace
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surface that was 10 feet off the deck, and he goes, "What's up there?" And
I looked up, and there was a stand where I could see cottonwood, and this
was right after the 78,000 cfs, approximately 20-year event, which went up
to basically below our knees. And the surface is way up in the air.
And I looked at Bill and I said, "How did that surface flood?"
Because the only way that those cottonwoods become established is on
freshly deposited sediment, and so that began the journey in terms of
uncovering the relationship between ice, stand development and these
higher surfaces.
MR. PADULA: Tara, you all set?
UNIDENTIFIED SPEAKER (TARA): One quick followup with
the (indiscernible - interference with speakerphone).
MR. FETHERSTON: I'm not quite -- neither Aaron or I are quite
sure what the question was. Could you try to rephrase that again?
UNIDENTIFIED SPEAKER (TARA): Hi. Can you hear me?
MR. FETHERSTON: Yes.
UNIDENTIFIED SPEAKER (TARA): (Indiscernible - interference
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with speakerphone) to see if there's a growth impact on -- that if you can
trace growth impact to hydrologic years?
MR. AUBLE: I think she's talking about whether or not you can
correlate ring width to the flow (unintelligible).
MR. FETHERSTON: That can be done.
MR. PADULA: You want to restate it and make sure.....
MR. FETHERSTON: Yeah, yeah (affirmative), as Bryce had
mentioned here. Can you correlate the tree ring width to essentially
precipitation and flow of a river? So if you have a really dry river -- I
mean, a dry year, you don't have -- excuse me. You don't have a lot of
growth. You're going to have a narrow tree rings. The tree is going to put
on less wood that year. Or if you had a full-on -- you know, precipitation
was not limited, you would have wider tree rings. And that can be
identified. You can do analyses, but that has been done a lot, again, in
more arid environments. That's not part of our current methods, but it
could be done. I guess the question -- if you're entertaining something like
that, the question is how does that relate to the objectives of, you know,
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what we're doing here because that would be a whole other step in terms of
analysis.
MR. RYCHENER: This is Tyler Rychener with the Louis Berger
Group. I wondered if you could comment a little more about what you see
as the output of the final model runs after everything is tied together, you
know. Back in spring you were talking something about whether this was
going to be a patch level model. I'm trying to get a feel of how, when you
say spatially explicit, if we're talking about your plain versus our plain or
this specific patch.
MR. WELLS: So the output of the model is -- you know, we are
mapping existing vegetation, and the output of the model would be a map
of the vegetation under various scenarios in the future. And it won't be at
the patch level. It will be at a landscape scale, and we'll develop these
successional models, state and transition models that will allow us to
understand if some process changes, a change to the geomorphology study,
groundwater study that we can predict where that vegetation is going to
shift, existing vegetation will shift to, given various operational scenarios
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in the future.
MR. RYCHENER: I guess my followup question then is how does
the specific locations of disturbance get inputted into that model?
MR. FETHERSTON: Yeah (affirmative), for example, we've come
to calling areas of -- that are disturbance driven in the valley bottom as
Salicaceae domain, and Salicaceae is the family that the willows and
cottonwood are in. And this is the zone. If you've looked at the maps, you
know, Aaron's maps of poplar stands, you can draw a line on the map
where cottonwood and willows occur and where spruce, birch occur. And
cottonwoods and willows only occur within those ice and open water
disturbance zones.
So in terms of, as Aaron was saying, being able to produce a change
or a state transition map, you would have, for example, the first cut would
be if you're going to reduce the peak flows on the river. You're going to --
or change -- we have a measure of change in ice process. You're going to
say, for example, if you had a quarter mile line valley bottom that is
actively disturbed. You take off all flows greater than 20,000 cfs. You
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immediately reduce the floodplains surface down to, say, 50 yards. So
what happens is that those areas that are actively disturbed and have -- it's
reflected in the vegetation that will change, and we'll be able to do a
spatially explicit map of that because we have such detailed hydrologic
and ice process models.
MR. RYCHENER: Thanks.
MR. KONIGSBERG: Jan Konigsberg.
MR. PADULA: Yes, Jan. Go ahead.
MR. KONIGSBERG: My followup on that and a question I had
earlier, yesterday, how would you be able to get changes (indiscernible -
interference with speakerphone) in the Lower River now and post-project?
MR. FETHERSTON: Part of our last trip was to look at the Lower
River relative to ice floodplain interaction. And Mike Harvey spent a
couple weeks down doing investigations in the Lower River, and he
witnessed very little ice floodplain surface interactions, except for perhaps
in the braided region immediately below Three Rivers confluence. There's
quite a bit of sediment disturbance right in the area near Talkeetna, in what
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we call the braid plain area. There's a lot of depositional processes such as
ice moving through it.
But the type of ice effects that we're seeing on the Middle River in
what is effectively a confined narrow channel, which you need to have, to
have these ice dams occur. In the Lower River you have -- where in the
Middle River you might have a quarter mile wide or less active valley,
down in the Lower River, it's three miles wide, you know. And so when
you get into these broad expansive valleys, you don't have the constrained
channel, which is what you need to have ice dams occur because the ice is
simply spread out. It doesn't jam up causing these backwater effects that
you get in the narrowly confined regions of the Middle River.
And in this last trip, I specifically went down, and we cruised over
45 miles of the Lower River with binoculars looking for tree ice scars
along the floodplains, which is -- I didn't see any. I mean, basically the
first tree ice scar I saw on the river was just up river from Talkeetna when
you head northeast up into the Middle River. That's where the ice scars
began. That's where the ice jams begin.
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And so the ice processes on the Lower River, there may be some
issues happening in some of the more lateral narrow channels, but we
didn't see anything along 45 miles of main river channel.
Did that answer your question?
MR. KONIGSBERG: Yeah (affirmative). (Indiscernible -
interference with speakerphone).
MR. PADULA: Thank you, Jan.
UNIDENTIFIED SPEAKER: This is.....
MR. PADULA: Hold on just a second, please. We have one
question in the room first.
UNIDENTIFIED SPEAKER: Okay.
MS. LONG: This is really interesting stuff, and I know I should
know the answers to this. But how is this going to be tied into how
operation effects well impact those habitat? Because we know that, you
know, willows on the river bottoms, that's very important, moose habitat in
the winter, and in other times. I'm not an expert, but this is going to be
very important information to know regarding, you know, moose habitat
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and what's that going to do.
MR. WELLS: Yeah (affirmative), thank you for that question. I
alluded to the wildlife habitat mapping that will occur that will utilize our
vegetation mapping.
And the process that will occur is that the wildlife biologist at ABR
will use the vegetation map to develop a wildlife habitat map. And so
they'll take the vegetation classes that I've mapped and say, for instance,
the moose habitat would be these willow stands. And they'll assign those
to a wildlife habitat class, and typically it's an aggregation of several
vegetation types that are used by the wildlife, certain types of wildlife, and
will target certain types of wildlife like moose, or raptors, or what have
you and develop different maps for those different species. And then
they'll assign to those wildlife habitat classes a preference for each of those
classes, and so for moose it would be a high preference for those willow
stands.
And then from there we can then say, well, vegetation -- our
predicted map of vegetation, if it's going to change from willow to
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cottonwood or then to spruce, then effectively in that map polygon it's
moved from a preferred type to a lower preference type for moose. And
that's the process which will develop the predicted model for wildlife
habitat.
MS. LONG: Thank you.
MR. PADULA: We'll to go that question on the phone now.
MR. HENSZEY: This is Bob. (Indiscernible - interference with
speakerphone).
MR. PADULA: We're going to try to restate that to make sure we
got it right.
MR. WELLS: Yes.
MR. HENSZEY: (Indiscernible - interference with speakerphone)
MR. WELLS: The question was related to the Lower River and how
we're addressing groundwater and vegetation sampling and mapping down
there. And the approach that we're taking is that there are four
groundwater well transects, and along those transects we have started to
sample -- and we will continue to sample in the future the vegetation plots
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along those transects. And then as far as the mapping goes, we have
several hundred plots down there for verification of vegetation map, and
we have, as I pointed out in my presentation, there's some gaps down there
spatially that we're going to fill this coming year. So we'll have
verification data at those as well. Those are ITU plots, and they describe
vegetation and soils at those areas.
MR. FETHERSTON: And in terms of process, we'll be using the
HEC-GeoRAS model do map surface water inundation for the entire
project area from PRM-29, and this will give us a flood inundation map;
and we'll be able to statistically relate plant communities relative to the
flood regime. We installed at our transects both groundwater wells and
stage recorders, and similarly we've done this at Focus Areas where we're
looking at the relationship between plant community composition and
groundwater to surface water inundation. The whole groundwater/surface
relationship will have that -- we have that at these four transects, and we
will look at the results of that data and compare it to what we see on the
Middle River, which I expect to be very similar.
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So it's a less intensive approach to looking at the Lower River. By
design we selected Focus Areas. But I would put forth right now that I
think, in terms of vegetation establishment and the water relations between
the plant communities we're seeing from the Lower River to the Middle
River, that they're similar, and that this will get at that. And then when we
look at that data, if it's radically different than what we think, we'll
reevaluate, but I think that we're going to see very similar relationships
between groundwater depth, surface water, and the different types of plant
communities that we see out there.
MR. PADULA: Does that answer your question, Bob?
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. FETHERSTON: So, Bob, were you saying that the disturbance
or physical process vegetation relationships in the Middle River would
potentially be different than the Lower River, and that we have the Middle
River vegetation, you know, clearly documented and characterized but less
so in the Lower River; and that there may be different relations? That's the
question, right?
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MR. PADULA: Bob, did you hear Kevin's question back to you?
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. FETHERSTON: Bob, we did the same hydrologic type
community statistical analysis that we're doing at the Focus Areas at these
transects in the well locations.
MR. HENSZEY: Okay. I think I understood that.
MR. LACROIX: This is Matt LaCroix with EPA. I've got just a
couple questions, and we've already hit a little bit on this topic, so just a
little bit of clarification. My understanding is we're going to have, at the
end of the day, a map of the riparian surfaces, and we'll be able to identify
the discrete areas where ice disturbance, whether backwater flooding or
physical disturbance from the ice pieces themselves, or from velocity scum
are the main source of disturbance; and then we'll have other areas where
we know that, as you say, open water processes or overbank flooding is the
main driver in terms of disturbance? That's correct, so for the whole area?
MR. FETHERSTON: Yes.
MR. LACROIX: And there will be some extrapolation to the Lower
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River as well?
MR. FETHERSTON: The Lower River will have models in terms
of flooding. We have a hydrologic model, flow routing model that will use
what's called HEC-GeoRAS, and what that essentially does is it's an
interface with ARC map with GIS where you have a series of transects,
and you can map out with a DEM, digital elevation map, the flooding
inundation areas for the entire, you know, area of model.
So we will have a flood frequency map, number one, and again,
number two on the Lower River, we're not seeing significant ice
interactions, at least on the main channel today. We'll do further ice
investigations in some of the side slough complexes, but we really did not
see anything over a 40-mile segment of the river.
MR. LACROIX: Yeah (affirmative), right, I heard that. So I guess I
just wanted to hear you confirm that we are going to have, you know, a
map identifying where overbank flows is the dominant source of
disturbance as opposed to ice. I mean, ice clearly is important. It's
important in discrete areas in the Middle River.....
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MR. FETHERSTON: Right.
MR. LACROIX: .....not for the entire river. There's multiple
sources of disturbance, where bank flooding would be one, which also
could potentially be altered by the project.
MR. FETHERSTON: Yes.
MR. LACROIX: Okay.
MR. FETHERSTON: The hydrologic model is every square meter
of the Lower River will be mapped out.
MR. LACROIX: And are there any areas where it appears that
lateral channel migration might be the dominant disturbance factor?
MR. FETHERSTON: I'll leave this up Mike and Lyle.
MR. HARVEY: Thanks. The turnover analysis that's been done to
date, 1950s photography, 1980s, and then the recent project would, on the
whole, suggest that rates of lateral migration or turnover are pretty low
throughout.
MR. PADULA: Mike, a little louder, please.
MR. HARVEY: I'm sorry. The rates of turnover or change in
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spatial position of channels and other features are pretty low. They're very
low in the Middle River, and they are pretty low in the Lower River too.
So that's under existing conditions.
MR. LACROIX: So there's some areas where they may be
(indiscernible - distance from microphone).
MR. HARVEY: There was a lateral relation going on in places, but
the rates are very low. They're surprisingly low, you know. So we're
having to recalibrate, you know, some personal meters about what to
expect and whether this is reasonable or not, and it's -- everything you see
is the system hasn't changed very much, and it's very slow.
MR. LACROIX: Thanks for that clarification. I just --
MR. PADULA: Could you restate your question that Mike just
responded to?
MR. LACROIX: And was this related to whether or not there would
be areas in the river where lateral channel migration is at least a factor in
the disturbance regime, even if it's not a dominant factor. And I guess the
reason that I raise that question is because, you know, if the dam is built,
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there would be changes in flow, summer and winter. And we heard
yesterday and I think also again this morning that the Lower River is
considered to be substantially more dynamic than the Middle River, which
is a challenge to go out sample the model at. So if it's normal under
current conditions, there's a potential it would be more normal under, you
know, project operations.
MR. PADULA: Did you want to move on to another question,
Matt?
MR. LACROIX: Actually, yeah (affirmative), thanks, Steve. I
guess one other point. It relates to Kevin's discussion about whether or not
floodplain water volumes are directly connected to the river hydrology
versus the hill slope hydrology. And I'm curious if you're making that
distinction based on an immediate response to change in river stage, or
whether you're looking for a delayed response? Because it would seem to
me that areas that are at the toe slope that may be receiving water from
groundwater inputs are not receiving river water, would still potentially
deliver water to the river as the river stages decrease. So you wouldn't get
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immediate response, but there would be potentially delayed response as
you change those hydrologic grades.
MR. FETHERSTON: Michael, you want to address that?
MR. LILLY: So we are looking at that, and I think the TM that
came out in September, if you look at the FA-115 data and you look at the
FA-138 data that we have in there where we have those time series, we're
going through the whole hydrologic cycle, then you can see clear
relationships between the upland dominated versus riverine dominated and
the transitional zones in between.
Part of the cross-sectional study concept, when we look at that for
both riparian aquatic -- because, again, we're looking at the influence
between (unintelligible) conditions and hydrologic pulses that are between
that, and then how do we use that to understand those dependencies.
So the data that's in those TMs gives some really good clear
examples for where we see this variability in dependency between upland's
hydrology, the riverine dominated, and what does it look like
transitionally.
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And as Kevin mentioned earlier, FA-138 has been brought up in
some of the prior TWG meetings where you have an abandoned surface
that's not an active surface up there. We had old abandoned sloughs, and
what we're really looking for is the lack of response, which is what we
wound up seeing, and we see that in other places.
For comparison, if you look in that same TM and look at the FA-128
where it's the upper right period transect, that's a clear example of where
it's riverine dominated and across the whole, really what you could
consider an island at certain flow levels, it's all riverine dominated. So
there's a direct response to that.
So those tell some of the stories by looking at those various Focus
Area differences. That also illustrates why the Focus Areas were chosen,
why the sections within the Focus Areas were chosen to help illustrate
differences in hydrologic environments.
If you look at the very last figure of that TM -- can you show that?
So in this last figure, what we do is take FA-115 and not just show the
water levels, but what are the hydrologic processes and dependencies. So
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this is more of a process -- more of a process figure. Where when we look
at the cross-sectional area at 115, what is riverine dominated, we have side
channels; we have hydrologic features in here. When we look down from
a describing boundary conditions and describing more of a hydrologic
feature, where do we have areas where it's not changing at all? When we
look at the seasonal high crest, we see no variation with river processes.
Down here, of course, we see a lot of variation. We're right next to the
river.
So at what point do we transition from riverine-dominated to
upland-dominated, which in this particular figure we're calling a hinge
point? That hinge point, if we can understand that, relate that to surface
features that we can see in aerial images and other processes, may allow us
then a method to transfer this to the river segment scale and go from a
hinge point to a hinge line, and say within this line, we have varying
degrees of dependency on river stage, groundwater interactions to those
that are upland-dominated.
MR. LACROIX: Thanks for that verification. So thanks for that. It
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sounds like you're going to be able to distinguish the variance of
dependency or relationship to the (indiscernible - interference with
microphone), which I think is good. I just didn't want folks to interpret
what, you know, Kevin had said to indicate that most of the locations were
completely isolated from the river. But it sounds like, based on some of
your Focus Area data, that what's controlling the hydrology of those toe
slopes is the influx of groundwater and transitivity of the slopes. So they
really are kind of effectively isolated from the river, but that wouldn't be
the case necessarily for all of those locations.
MR. LILLY: (Indiscernible - interference with microphone) and
this to emphasize as to why are we using groundwater models. It's to help
understand the process interactions so that we can really understand how
those also take place, and that helps give us also some tools within those
sections to look at predictive understanding. But when we use that in
combination with all the empirical data and other observations, we develop
the right process understanding that is then transferable to the river
segment scale where we didn't have to deal with less data. Because as was
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mentioned, we don't have wells everywhere, and that would make sense to
do that. So we need to develop the level of understandings to allow us to
predict those groundwater/surface water interactions without that
information at the river segment scale.
MR. PADULA: Any other questions? Anything else from anyone
on the phone?
MR. HENSZEY: Yeah (affirmative), this is Bob Henszey.
MR. PADULA: Okay, Bob.
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. FETHERSTON: Yeah (affirmative), and (unintelligible) from
Wayne here. We'll have a working group that will focus on this with you.
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. FETHERSTON: You bet.
MR. PADULA: Thanks, Bob.
Anything else from anyone on the phone?
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. FETHERSTON: I'll talk to this first, and then if our
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geomorphologists want to answer the question. I'll paraphrase you, Bob,
and you tell me if I got this correct. Is that given the geomorphic analyses
such as in channel change aerial photographic analysis where we've seen
changes, for example, I believe it's between the 80s and 2012 there was
encroachment on the level of -- I want to say like 40 feet channel
encroachment along the Middle River. But the question is (indiscernible -
interference with microphone) with the current geomorphic analyses, the
relationship between encroachment and flow regime during that period and
the geomorphic processes?
I'm getting a shake of the head, which says no.
MR. HENSZEY: (Indiscernible - interference with speakerphone).
MR. HARVEY: I think the problem here is the scale of resolution.
We have photography that's 30 years apart roughly on each period, 50s to
80s, 80s to current. And that's pretty coarse, and trying to tease out what's
happening with individual flow years or high-flow/low-flow is pretty much
impossible. All we can say is that -- probably is that from the 50s to the
present as being net increase in the amount of vegetation on the valley
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bottoms, pretty much throughout the Lower River and the river bed, which
would suggest somehow or another that there may have been some form of
disturbance in the past that we don't have a record of and systems
recovered from that, or we really don't understand what really controls the
vegetation. And maybe it's something in between.
MR. PADULA: Thanks, Mike.
Anything else on these two studies?
MR. DYOK: Tyler, did you have something?
MR. PADULA: Okay. I think we're going to bring in the technical
part of the discussion today until we close, and as part of the Next Steps on
the EPA earlier today to clarify the types of information that they will be
shooting for November.
You want to take a break? Okay. Twenty-minute break, and then
we'll come back. Okay. So it's 5 of. So let's say 3:15.
2:56:12
(Off record)
(On record)
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3:17:40
MR. PADULA: Okay. We're going to move on to our last agenda
item, which is Next Steps.
MS. MCGREGOR: This is Betsy with AEA. First, I'd like to thank
everybody for participating. I think people were pretty prepared for these
meetings, and it was very helpful information that we received from the
various contractors.
Right now we're in the process of scheduling the January 2015
meetings. The target as of this time is January 6th, 7th, and 8th. We
already filed that schedule with FERC and posted it to the Susitna-Watana
Project website as well.
The January meetings will be limited in scope to the tech memos
that were filed and posted on September 17th, 26th, and 30th of covering
14 studies.
On January 22nd, AEA will file the ISR meeting summary with
FERC. This will include the meeting summary for these October meetings
as well as the January meetings.
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Up on the screen we provide a list of the additional info. This is at
least what I compiled from my notes in presenting corrections to provide
them. This is what AEA is committed to providing no later than
November 15th. The transcripts of the ISR meetings we'll provide as soon
as they're available but no later than November 15.
For Study 5.5, Baseline Water Quality Study, we'll provide 2013
QA/QC water quality data (indiscernible - interference with microphone).
For Study 7.7, Glacier and Runoff Changes, we'll provide that
(unintelligible) of the analysis of potential changes to Susitna River from
the (unintelligible) watershed into the reservoir from (unintelligible)
service.
For Study 6.5 and 8.6, the Riparian Instream Flow and
Geomorphology Studies, we'll provide the tech memo that was prepared
for the effects of downstream channel and floodplain geomorphology and
riparian plant communities and ecosystems.
For Study 9.9, Characterization of Mapping of the Aquatic Habitats,
we'll provide an (unintelligible) to the ISR Study 9.9, Appendix A. The
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map should be updated to include the side sloughs that we inadvertently
left off.
We'll also provide a gap map book of all the (indiscernible -
interference with microphone) from remote mapping.
(Indiscernible - interference with microphone) because they could be
captured in a remote effort for various reasons. These were picked up in
field surveys, and that will be provided in (unintelligible).
For Study 9.12, the Study of Fish Passage Barriers in the Middle and
Upper Susitna River and Susitna tributaries, we'll provide a list of target
species to be considered and passage criteria by species and life stage.
This will include the information that's currently on our website for the
March 19th meeting between meeting notes and the presentations. That
information will be recorded and updated with recent information gathered
on lamprey and whitefish.
One of the things that became evident from these meetings and the
feedback that we perceived from various licensing participants is the need
for targeted meetings on specific topics. The goal is to try to schedule
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these before the January meetings. We have very limited time. It's limited
to November and December. We're going to have to work together on
trying to prioritize what we want to talk about during that time frame and
schedule. With the holidays in there, it's going to be tough to fit all of this
in.
I'd like to point out that these meetings are outside the TWG
meetings, which means we will not be following the protocol of posting
materials two weeks in advance. The time frame just doesn't allow that.
After these meetings -- or I should say after our meetings next week,
AEA will regroup with our contractors to go over what we think are some
targeted topics that would warrant further discussion in November and
December in order to either clarify what we're doing or resolve any
disputes prior to the FERC study plan determination.
We would appreciate feedback from the agencies and other licensing
participants on what they feel are priority topics to cover during that time
period.
We would be happy to put out additional data. There were several
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things identified during these meetings. Study 5.5, the Baseline Water
Quality, the 2014 QA/QC water quality data and the DVRs per
(unintelligible) was requested. We could provide those in early 2015.
For Study 5.6, the Water Quality Modeling Study, it was pointed out
that model calibration report is due. We could provide that as well in early
2015.
For the Glacier and Runoff Changes Study, the draft report of
DGGS' study that's being conducted outside of the ILP will be available by
the end of 2015. Again, that's a draft report.
For Study 9.9, Characterization and Mapping of Aquatic Habitats,
we could provide the final QA/QC map book on water macro and
mesohabitats as determined from the remote mapping and ground-truthing
in both 2013 and 2014. Again, that could be provided in early 2015.
These are just examples of some of the information we could
provide. What's really important for AEA is to get the recognition from
the licensing participants that we'd be happy to provide data as it becomes
available, but that we don't want that to then infringe upon or cause a delay
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in the FERC ILP process that's scheduled. So that's something that we
would like to work together with the licensing participants and have that
buy-in. That if we provide information that's not required in the FERC
milestone, that doesn't cause delays in the process moving forward.
Oh, I'm sorry, in February -- end of February 2015 for the glacial
study.
MR. PADULA: Go to a microphone, please.
MS. WALKER: Could you please state the question?
MS. MCGREGOR: There's quite a bit of information that's gathered
in QA/QC in interim reports as our contractors implement the study plans.
They're not necessarily required to be provided to licensing participants,
but we are trying to have an open and transparent process and provide as
much information to people, as it becomes available.
What has occurred when we provide additional information at times,
then it is cause for an extension in one of the FERC ILP scheduling
milestones, and that's what we're trying to avoid. I don't think per the
process we're obligated to provide this information. We would like to. We
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would like to be working together and have people have as much available
information as we do to facilitate the process moving forward.
MS. WALKER: I'm not entirely sure what you mean by when
additional information has been provided that it's delayed the ILP process.
There does need to be sufficient time to review additional materials. There
does need to be timely provision of these materials. We would do nothing
to delay the process, but we would need to allow sufficient time for that
review.
I think you're talking about the September 2014 reports. If you're
not, then I'm misunderstanding.
MR. DYOK: So, Sue, this is Wayne Dyok. I want to sort of echo
what Betsy is saying. What we're coming from is through this process we
want to be able to provide information to you as it becomes available. We
have goals to do the 2015, you know, studies. We want to make sure that
the April 22nd date doesn't change with FERC. Okay. That's first and
foremost as we go through, and I think that's the general concept of what
we're trying to establish here is that the major milestone dates, you know,
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don't change.
MS. WALKER: Certainly we can agree with that, and we're
discussing internally what we can get to you before that February 23rd date
so that things can proceed per that April 22nd date. That's a very good
date to work with. We understand that very well, but what I disagree with
is that past provision of additional materials is causing delay in the ILP.
And I don't know that we can commit entirely to never having a slug of
information slowing down the ILP. We'll do everything we possibly can.
We will strive to meet the dates.
MR. CUTLIP: I think to put it slightly differently. After this April
22nd milestone is met, from then forward the question is do you want to
see information as it comes in late 2015, or do you want to wait until the
USR? Because that's really kind of the alternative. If you just stick to the
process, you're not going to see it until the USR.
MS. WALKER: Looking at the schedule as it is now, we've got 15
days to review the ISR before -- USR before the USR meeting. That's
practically absurd. That's the kind of thing that we've asked FERC to look
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at right from the beginning when the use of the ILP was decided upon. We
need a realistic amount of time. Fifteen days to review a 10,000-page
document, provide comments, we know right now that, that's probably
going to need to be rescheduled. Why don't we admit that and make a
schedule that works? I can't commit that we're going to be reviewing the
USR in 15 days. In fact, I can tell you that we won't.
MS. MCGREGOR: That's understandable. I was specifically
referring to the information that we would provide in early 2015.
MS. WALKER: Absolutely we'll do that, and having these technical
worker meetings that we're talking about will be very helpful. This
meeting itself, being a discussion format, is extremely helpful I think for
everyone from the services, other licensing participants, AEA, and AES
consultants. This is the kind of thing that we would like to see in the
future going forward.
A lot of misunderstandings occur when we're reading things, and we
can't talk things out. We resolved a lot of issues just by meeting face-to-
face and letting scientists talk to each other. We'd like to see that process
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continue. That's been very successful this week.
MR. STEELE: This is Marie Steele from DNR, and I was just
wondering if it's possible, since AEA, of course, has the best information
about when information is going to be available for others to review, is it
possible for you to create a draft schedule throughout 2015, after the April
22nd deadline, you know, what the director's determination is going to be,
where you might be able to estimate when information could be released?
And then we could get an agreement with the stakeholders that need to
review that that they will; that we can get a commitment from them that
they will review in a timely manner and get comments back to you so that
we can keep to the ILP schedule as much as possible.
MS. MCGREGOR: AEA can provide that for 2015. We'd have to
wait until after the FERC study plan determination and the legislative
sessions ends so we know how much funding we have for fiscal year 2016.
MS. STEELE: And would that work for you guys to be able to have
a schedule for a year that you can commit to, and you'll know in advance
that this is the day this information is coming?
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MS. WALKER: I don't want to speak for both services, but for
NMFS, certainly that will help. It would be best if we could work on
developing that schedule mutually, and I think ideally we could agree with
any study modifications or new studies from everyone to FERC. If it's
something that's agreed upon, I think FERC would probably welcome that.
MR. DYOK: I guess at this point, you know, Betsy, you want to
speak for the services, kind of where you're coming from?
MS. MCGREGOR: Yeah, yeah (affirmative), I agree with that. I
think it would be great if we could work together on a schedule and get
some kind of idea of what's going to work for everybody. I know that
we're planning to, you know, leave immediately and regroup and try to
prioritize what information and feedback to provide to AEA sooner than
later before the April 22nd deadline. So I think that's another thing that we
can do to make it -- help it work.
MR. DYOK: Great. Thank you. Betsy and I concur that we'll put
out, once we get the legislative session over with, see the first
determination, is first cut, and then we'll just, you know, work on that, you
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know, collaboratively. But just one thing that we want to make clear
though, we're going to do the best we can, but there's always those things
that happen. So we need to be able to be somewhat flexible, right. We're
always talking about flexibility. So that's -- put a dose of flexibility in here
as well.
Sorry, sometimes I should just give the phone to Matt here -- or the
speaker rather.
So, yeah (affirmative), as we go forward, there are a number of other
items that we identified here that are, you know, going to be happening
like an updated version of the [QAPP] (unintelligible), et cetera, those
things. So, yeah (affirmative), we'll try to do our best to get that out and
schedule that as well -- work with you on that.
MS. STEELE: This is Marie Steele again from DNR, and I just --
what I'm looking for is a commitment from both sides and, of course,
flexibility on both sides. But if we could have a draft schedule in
concurrence from the reviewers that this will work, then there's a
commitment, to the extent practical, from AEA, that the information will
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come at that time. And then there's the commitment from the reviewers, to
the extent practical, that they will provide feedback in a timely manner that
you can use it. So just both ways.
MR. PADULA: Any other comments or perspectives on what's
been shared by the folks in this recent discussion of the plan?
Becky, do you have a microphone?
MS. LONG: This is not a big deal. I just didn't hear really closely --
did you say February of 2015 for the draft (indiscernible - distance from
microphone)?
MS. MCGREGOR: Yes.
MS. LONG: Got you. I just didn't hear it.
MR. PADULA: Any other comments?
Wayne's got closing remarks then.
MR. DYOK: Yeah (affirmative), and this goes along with what
Betsy was saying with the big, you know, thank you to everyone. I must
say that I truly appreciated the input of agencies, you know, consultants,
you know, NGOs, Alaska Native Corporation representatives here. I do
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think -- and I agree with the statements that this was a very productive
meeting, and I look forward to, you know, continuing this next week.
We've got three more days of this.
Maybe we won't see all of you, but I'm sure we'll see some of you
next week. So thanks for participating, and let's look forward to another
three good days, you know, next week. Thank you.
MR. PADULA: Meeting adjourned.
3:35:48
(Off record) SESSION RECESSED
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