HomeMy WebLinkAboutTIC 2019-01-23 Item 2E - Flood Control - Lower Green River Corridor Plan / Flood Hazard Management Plan*11,4
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Allan Ekberg, Mayor
Public Works Department - Henry Hash, Director
INFOR ATIONAL E ORANDUM
TO: Transportation and Infrastructure Committee
FROM: Henry Hash, Public Works Director //.
BY: Ryan Larson, Senior Program Manager
CC: Mayor Ekberg
DATE: January 18, 2019
SUBJECT: Surface Water Fund
Lower Green River Corridor Plan - Flood Hazard Management Plan
ISSUE
The King County Flood Control District (Flood District) is beginning work on the Lower Green River Corridor Plan and is
accepting comments on the scope of the plan and proposed alternatives.
BACKGROUND
The King County Flood Control District is preparing a Lower Green River Corridor Flood Hazard Management Plan (Plan) for
approximately 21 river miles of the lower Green River that flow through unincorporated King County and the cities of Auburn,
Kent, and Tukwila. The goal of the Plan is to provide a long-term approach to reduce flood risk and improve fish habitat while
supporting the economic prosperity of the region.
The Flood District is also preparing a Programmatic Environmental Impact Statement (PEIS), which will analyze altematives
for flood protection that could be included in the plan. The PEIS will evaluate the potential impacts of the projects identified in
each proposed alternative.
DISCUSSION
The Flood District is accepting comments on the Plan and PEIS through January 28, 2019. Staff has reviewed the information
provided by the Flood District and is preparing response comments for the Flood District to consider in this effort. Our broad
approach to this effort will be to:
• Request that all projects throughout the Flood District be prioritized first for life and safety concems and that
environmental benefits should be included in all construction projects to minimize the impact of levees to the natural
environment.
• Request that the Flood District evaluate and quantify their ability to recover Puget Sound Chinook salmon. (See
attached draft letter by Puget Sound Salmon Recovery Council)
• Request that all future levee projects except for Fort Dent, be constructed to provide a 500-year level of flood
protection.
• Request that the Fort Dent levee be brought to a 100-year level of flood protection.
• Request that the study area be lengthened to include impacts throughout the City and not end at the Black River.
• Provide a prioritized list of known Green River flood protection projects throughout the City. This will primarily be
made up of known deficiencies along the Tukwila 205 levee with an emphasis on completing these projects first.
FISCAL IMPACT
None at this time.
RECOMMENDATION
Staff is seeking Committee approval to finalize and submit the public comment letter.
ATTACHMENTS
Draft Puget Sound Salmon Recovery Council Letter
Lower Green River Corridor - Flood Hazard Management Plan Information.
W \ PW Eng \PROJECTS \A- DR Projects \Tukwila 205 \ Corridor Plan\ Info Memo Corridor Plan docx
79
January XX, 2019
King County Flood Control District
ATTN: Michelle Clark, SEPA Responsible Official
516 Third Avenue Room 1200
Seattle, WA 98104
RE: Lower Green River Corridor Flood Hazard Management Plan Draft Programmatic Impact Statement
Dear Ms. Clark:
Since the 1999 listing of Puget Sound Chinook as a Threatened Species, significant local, state, and
federal resources have been invested to avert extinction of Puget Sound Chinook. A fundamental need
to recover Chinook throughout Puget Sound is increasing and improving rearing habitat of river systems.
The Puget Sound Chinook Salmon Recovery Plan identifies the Lower Green River as a significant
bottleneck to recovering Puget Sound Chinook salmon due to substantial reduction of rearing habitat
and dramatic decrease in the survival of Chinook salmon. It is absolutely critical to increase the rearing
habitat of the Lower Green River to recover the Green River Chinook salmon population --and recovery
of Chinook salmon Puget Sound -wide.
Continued decline in the Green River Chinook salmon population is of regional and statewide concern as
its recovery is essential to de -listing Puget Sound Chinook as Threatened and, moreover, avoid losing the
Southern Resident killer whale population. The three alternatives identified in the November 26, 2018
Draft Programmatic Environmental Impact Statement (DPEIS) scoping notice will not advance Puget
Sound Chinook salmon recovery.
The Puget Sound Salmon Recovery Council (SRC) requests that the King County Flood Control District
evaluate and quantify their ability to recover Puget Sound Chinook salmon by their ability to recover the
Green River Chinook population. The SEPA environmental evaluation and analysis must identify an
alternative for flood management of the Lower Green River that is consistent with the Puget Sound
Chinook Salmon Recovery Plan.
The Puget Sound region cannot afford losing opportunities to reverse declines of salmon and orca. The
SRC strongly believes that a narrow approach to long-term flood risk reduction throughout Puget Sound,
without appropriately integrating the needs of Chinook salmon recovery, is a significant step backward.
To ensure the value of the millions of dollars that have been invested in Puget Sound to recover Chinook
salmon, a multiple -benefit approach to floodplain management is imperative for the Lower Green River.
80
KING
COUNTY
FLOOD
CONTN_/L
D I S T k I C T
Project Descriptio,,'
The Lower Green River is susceptible toflooding and flood
damage that affects people and residential, commercial,
industrial, and agricultural properties along USbanks. The
potential impacts and damages ofmajor floodingon
peop|e, atnucturea, infrootructure, businesses, and jobs
throughout the Lower Green River Valley are substantial.
Thaddress these issues, the King County Flood Control
District iopreparing aLower Green River Corridor Flood
Hazard Management Plan (P|en)for approximately 21 river
miles ofthe Lower Green River that flow through the cities
of Auburn, Kent, Renton, Tukwila, and unincorporated
King County. The goal ofthe Plan imtoprovide along -term
approach ioreduce flood risk and improve fish habitat
while supporting the economic prosperity ofthe region.
See the Study Area map onpage 2.
PrograUnN08tic Environmental Impact Statement
The District isalso preparingaProgrammatic
Environmental Impact Statement (=BS). which will
analyze alternatives for flood protection that could be
included inthe Plan. The PBGdescribes potential
environmental impacts and measures toreduce nr
eliminate them. Because each alternative includes n
variety offlood protection projects 1hmtnnakeup
a ''pnn8nam" of actions, a PBS is being prepared. The
PB8will evaluate the potential impacts ofthe projects
identified ineach alternative.
47
What are the
The "No Action Alternative" ksrequired toobjectively
evaluate and compare the other two alternatives. |t
would include completing existing projects adopted
inthe 2O18-28Capital Improvement Program
(Rono|utionRC[)2018'OO.2).
��"�The "&@odera8eGm���Geographic of0wm�amadLevel
~�ofProtection Alternative" would include 3miles
ofnew levees and improvements to17miles oy
existing levees.
The "Greater m���� ��p����f�to�thIncreased le�lmf
~~�
Protection, Integrated Habitat and Recreation, Agricultural
Protection Facilities, and Habitat Restoration Project
Partnerships Alternative" iothe same aoAlternative 2
with the addition of1Omiles cfnew levees and
2 miles ofnon-structural improvements. Incentives to
provide habitat restoration could also bnprovided.
Each ofthe alternatives includes continued maintenance
of existing flood facilities. Alternatives 2and 8would
also include some drainage improvements tOagricultural
lands and flood -proofing ofagricultural structures. More
detailed descriptions 0fthe alternatives can befound
online at: vvvvvv|ovvergnaenaepa.org.
Process The PEI8will take about two years to complete. Comment periodsduhng scoping and during review of
the Draft PB8will provide opportunities for the public to provide input.
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The scoping comment period
is from November 28, 2018, to
January 29, 2019.
Provide your comments in -person;
Scoping IVIeeting
Wednesday, January 9, 2019
5:00-5:45 p.m. Open House
5:45-7:30 p.m. Presentation and
Public Testimony
7:30-8:00 p.m. Open House
Green River College Kent Campus
417 Ramsay Way, Room 283
Kent, WA 98032
A Spanish interpreter will be available
at the meeting. Habra un interprete
de espariol disponible en la reunian.
Ifyou would like to request an interpreter for
another language, please call 206-775-8778.
Please send your written comments to:
EMAIL:
Iowergreensepa@kingcounty.gov
MAIL:
King County Flood Control District
Attn: Michelle Clark,
SEPA Responsible Official
516 Third Avenue, Room 1200
Seattle, WA 98104
Learn more about the PEIS, and the
alternatives being studied at
www.lowergreensepa.org
or by calling 206-263-0602.
This document has been provided in
English and Spanish. Este document°
se facia° en ingles y en espaiiol.
f you require a translation in a different
language, please call 206-775-8778.
SE Lalqt Holm PE1
.34
Lower Green River Corridor Flood Hazard Management Plan
and Programmatic Environmental Impact Statement
Study Area
115 KING COUNTY
FLOOD CONTROL
DIS TR ICT
The use of the infonnalion in this map is subject to
the tams and conctlicns faund at
www_kingostraygor:set-visesgishla'Aseenns-oPuse.aspc
Your access old use is orationed o n acceptance
of these tem* and condlims_
fl Kng Ccuray GS F1309_823Ch,grech_al_xn_rnapal
I= Study Area
Green River
• 30 River Mile
City Area
0 2 Miles
September 2018
82
KING COU\TY
FLOOD CONTROL
DISTRICT
C
r e
ice Sc
en
FLOOD HAZARD MANAGEMENT PM AN AND PROGRAMMATIC'ENVIRO'NMENTAL IMP* STATEMENT
A
Tukwila
No Action Alternative,inc udes following',
improved facilities:
Type A facility: 0,6 mile'(30%)
• Type B facility: 0.57 mile (38%)'
• Type C facility: 0.86 mile (42%)
No Action Alternative does not include1'
any Type D facility projects
ternative
No Action
odsrCOn rol Dist
Exhibit 1
Lower Green River Corridor Plan
Alternative Framework
Draft 10/8/2018
Alternative 1: No Action
Maintain Existing Levees and Revetments, Construct
2018-2023 Capital Improvement Program (CIP). Projects
with Increased LOP* include Lower Russell, Breda
and Gaco-Mitchell.
Proposed Flood Facilities with Increased
LOP* of 18,800 cfs plus 3' freeboard
Flood Facility Type:
Type A: Most constrained, riverward embankment side
slope of 2.5 to 1 or less; footprint of 100 feet or less
Type B: Somewhat flatter stable riverward embankment
side slope of 2.5 to 1 or more; footprint of 100 to 150 feet
Type C: Levee setback; footprint of 150 feet or more
Type D: Physical non-structural
Existing Conditions and Facilities:
ilt:' 2018-2023 Capital Improvement Program (CIP)
Construction
PL 84-99 Levee Systems (approx. 17 miles)
xi
Other Levees and Revetments (approx. 11 miles)
Existing Private Levee
Shoreline with No Facilities (approx. 14 miles)
Green River Mainstem (42 shoreline miles)
River Miles (RM)
Cities
Note: The PL 84-99 levees have an existing LOP* of 12,000 cfs
plus variable freeboard.
N
A
0 0.5 1 2
Miles
* Level of Protection (LOP) is defined as the amount of flow
expressed as cubic feet per second (cfs) plus freeboard that
the flood facility is designed to contain.
Assignment of facility type along the shoreline is based on a
planning level assessment. Facility type designation is not
intended to represent levee alignments nor does it account
for feasibility design considerations such as transitions between
project types, ties into high ground and discrete locations where
adjustments would be made to avoid utilities and infrastructure.
(Three alternatives are being studied)
83
KING COU\TY
FLOOD CONTROL
DISTRICT
ewereen
erridor m co
ver
eaten
HAZARD. MANAG PLAN AND PROGRAMMATIC ENVIRO N T M NT
IrL»OOD �MENT� '' t��I�IENTAI:"IMPACT STA
A
tornaUvo 2
Moderate Geographic Extent of
Increased Level of Protection
Alternative 2 includes construction of followiing
lengths of new or improved facilities:''
• Type A facility: 10.17 milesl(50%)
• Type B facility: 4.68 miles (23%)
• Type C facility: 5.41 miles (27%)
Alternative 2 would not include any Type D facility
projects, except where needed to maintain the
current level of protection.
Exhibit 2
Lower Green River Corridor Plan
Alternative Framework
Draft 10/8/2018
Alternative 2
Moderate Geographic Extent of Increased LOP*
Proposed Flood Facilities with Increased LOP* of
18,800 cfs plus 3' freeboard
Flood Facility Type:
Type A: Most constrained, riverward embankment side
slope of 2.5 to 1 or less; footprint of 100 feet or less
Type B: Somewhat flatter stable riverward embankment
side slope of 2.5 to 1 or more; footprint of 100 to 150 feet
Type C: Levee setback; footprint of 150 feet or more
Type D: Physical non-structural
Existing Conditions and Facilities:
Other Levees and Revetments (approx. 11 miles)
Existing Private Levee
Green River Mainstem (42 shoreline miles)
River Miles (RM)
Cities
Note: The PL 84-99 levees have an existing LOP* of 12,000 cfs
plus variable freeboard.
N
A
0 0.5 1 2
Miles
* Level of Protection (LOP) is defined as the amount of flow
expressed as cubic feet per second (cfs) plus freeboard that
the flood facility is designed to contain.
Assignment of facility type along the shoreline is based on a
planning level assessment. Facility type designation is not
intended to represent levee alignments nor does it account
for feasibility design considerations such as transitions between
project types, ties into high ground and discrete locations where
adjustments would be made to avoid utilities and infrastructure.
(Three alternatives are being studied)
84
KING COU\TY pa, er Green , � � e
FLOOD CONTROL
DISTR ICT Corridor Sco
in
9
Meeting
FLOOD HAZARD MANAGEMENT PLAN /AND PI OGRAMMATIC ENVIRONMENTAL.'' PACT STATEMENT
A
torn.tvo 3
Greater Geographic Extent with Increased Level of Protection,
Integrated Habitat and Recreation, Agricultural Protection Facilities,
and Habitat Restoration Project Partnerships
Alternative 3 includes construction of follow
lengths of new or improved, facilities:
• Type A facility: 15.43 miles (49%)
• Type B facility: 5.39miles (17%)
• Type C facility: 9.08 miles (29%)
• Type ID facility: 1.91 miles (6%)
-o fltfO
Exhibit 3
Lower Green River Corridor Plan
Alternative Framework
Draft 10/8/2018
Alternative 3
Greater Geographic Extent with Increased LOTP*. Integrated
Habitat and Recreation. Agricultural Protection Facilities and
Habitat Restoration Project Partnerships. Includes Alternative
#2 plus additional areas on both the right and left bank.
Proposed Flood Facilities with Increased
LOP* of 18,800 cfs plus 3' freeboard
Flood Facility Type:
Type A: Most constrained, riverward embankment side
slope of 2.5 to 1 or less; footprint of 100 feet or less
Type B: Somewhat flatter stable riverward embankment
side slope of 2.5 to 1 or more; footprint of 100 to 150 feet
Type C: Levee setback; footprint of 150 feet or more
1 Type D: Physical non-structural
Existing Conditions and Facilities:
Other Levees and Revetments (approx. 11 miles)
Existing Private Levee
Green River Mainstem (42 shoreline miles)
River Miles (RM)
Cities
Note: The PL 84-99 levees have an existing LOP* of 12,000 cfs
plus variable freeboard.
N
A
0 0.5 1 2
Miles
* Level of Protection (LOP) is defined as the amount of flow
expressed as cubic feet per second (cfs) plus freeboard that
the flood facility is designed to contain.
Assignment of facility type along the shoreline is based on a
planning level assessment. Facility type designation is not
intended to represent levee alignments nor does it account
for feasibility design considerations such as transitions between
project types, ties into high ground and discrete locations where
adjustments would be made to avoid utilities and infrastructure.
uerT
(Three alternatives are being studied)
85
KING COUNTY
FLOOD CONTROL
D 1 S TRICT
516 Third Avenue • Room 1200 Seadle, 98104
206,296.1020 illib@rkingeountyflootkommLorg
WWW. kingvonntythmdrondoliorg
Lower Green River Corridor Flood Hazard Management Plan
Programmatic Environmental Impact Statement
Scoping Comment Form
Submit a comment on the PEIS by filling out this form and leaving it in the comment box at today's
meeting or by mailing it to the following address by January 29, 2019:
King County Flood Control District
Attn: Michelle Clark, SEPA Responsible Official
516 Third Avenue
Room 1200
Seattle, WA 98104
You can also email comments to LowerGreenSEPAPkingcountv.gov or submit them online at
www.lowergreensepa.org.
Name:
Email Address:
Address:
Comment:
(please feel free to use the back of this form if you need more space)
86
8/30/2018
Flood Facility
Project Type A
• Riverward side slope < 2.5:1
• Footprint 100' or less
15* TYPICAL
OH
Ore
0/ OR LESS
OHW= ordinary high water
>
Exposed
Flood Wall
i
3' TYPAL
8TYPICAL
8" TYPICAL
,,,e;,,,TwerrogAlw.","*LPROP;A`,"
AP8ApTe.,
ppTATTIPAPTTP
.3,,,FPTO-PWis0
Typi�at F oodwall
Not to Scale
Illustrative Only
8/30/2018
Flood Facility
Project Type B
• Riverward side slope >2.5:1
• Footprint 100'-150'
OHW= ordinary high water
co
co
v/ 0
Green River
15'
4.
—Exposed
Flood Wall
. „
6- Pi -CA
'e'er 'Re
VARIES, TYPICALLY 100 - 120'
'efieMt.fr
Typical Floodwall
VARIES, TYPICALLY 120' - 150'
Mve,..1URRRO,
Not to Scale
Illustrative Only
4/23/2018
Flood Facility
Project Type C
• Riverward side slope 3:1
• Footprint 150' or more
OHW
Greert River
SETBACK LEVEE 1507+
030HW= ordinary high water
co
Typical Levee
Not to Scale
Illustrative Only
4/23/2018
Flood Facility
Project Type D
Physical Non -Structural
c;reen River
Example o
1.1114114111
pad and drainage improvements
OHW
Greert River
OHW= ordinary nigh water
Up to 3"
(other potential measures include
wet flood proofing, berms or ring levees)
Not to Scale
Illustrative Only