public works department · this initial effort prioritized culvert improvements using a decision...
TRANSCRIPT
Public Works Department City of Bellingham
1
TECHNICAL MEMORANDUM
To: Renée LaCroix, Assistant Public Works Director, Natural Resources Division
From: Analiese Burns, Habitat and Restoration Manager
Subject: 2019 City of Bellingham Fish Barrier Prioritization Update
Date: December 15, 2019
The City of Bellingham encompasses eight watershed and their associated streams (Figure 1). Most
stream reaches are fish-bearing and support populations of both anadromous and resident salmon and
trout. As documented in the City’s Comprehensive Plan, the City is committed to stewarding fish and
wildlife habitat, including fish-bearing streams. As part of this commitment, the City has a long history of
improving fish passage throughout the City and Urban Growth Area both with independent restoration
projects and in conjunction with other capital improvement projects. The City has developed and used
prioritization tools to plan for these fish passage improvement projects.
Purpose
This fish barrier prioritization updates prior prioritization efforts with the purpose of identifying high
priority barrier improvement projects for planning and implementation. More specifically, the
prioritization update is intended to:
• Incorporate the most current Washington Department of Fish and Wildlife (WDFW) barrier
assessments;
• Update prioritization methodology consistent with the Fish Passage Inventory, Assessment and
Prioritization Manual (WDFW, 2019c);
• Reflect barrier improvements completed since 2009;
• Aid in incorporating prioritized culverts in City utility and transportation planning;
• Aid in coordinating City barrier improvements with Washington State Department of
Transportation (WSDOT) planned barrier improvements; and
• Aid in coordinating City barrier improvements with other barrier improvements conducted as
part of the Water Resource Area (WRIA) 1 Salmon Recovery Plan.
This prioritization is intended to be updated in the future as conditions, opportunities, and standards
change.
Page 2 of 15
Figure 1. Bellingham Watersheds
Page 3 of 15
Background The City of Bellingham formally initiated a culvert improvement program in 2003 to address barriers to
fish passage in the City limits, including culverts in Padden Creek, the Baker and Spring Creek sub-
watersheds of Squalicum Creek; the Bear Creek sub-watershed of Silver Creek; the Lincoln, Cemetery,
and Hannah sub-watersheds of Whatcom Creek; and a portion of Chuckanut Creek. This initial effort
prioritized culvert improvements using a decision matrix that included replacement benefits, constraints
and repairs.
In 2006, Whatcom County completed a county-wide fish passage barrier inventory (Whatcom County
Public Works, 2006). The inventory scope was limited to non-state-owned barriers within the County
accessible to anadromous fish. Their Chuckanut Foothills Sub-basin analysis included the following
Bellingham streams: Squalicum Creek, Whatcom Creek, Padden Creek, and Chuckanut Creek. For these
streams, Whatcom County and their partners conducted new field assessments for barriers outside the
Bellingham city limits and utilized existing WDFW barrier information within the City limits. New field
assessments were conducted in accordance with the Fish Passage Barrier and Surface Water Diversion
Screening Assessment and Prioritization Manual (WDFW, 2000).
In 2010, the City completed an updated prioritization (Anchor QEA, LLC, 2010). The goal of the 2010
effort was to describe the culvert improvement program to date, document projects completed since
2003, and update the prioritization. The update included analysis of 140 culverts in the City of
Bellingham and used a Priority Index (PI) score calculated by the project team based on WDFW
guidelines contained in the Fish Passage Barrier and Surface Water Diversion Screening Assessment and
Prioritization Manual (WDFW, 2009). In 2011, the City completed an addendum to the 2010
prioritization (Confluence Environmental Company, 2012). The addendum expanded the study area to
include Lake Whatcom culverts within the City of Bellingham. The addendum also updated the
prioritization by accounting for projects completed since 2006. In 2014, the barrier assessment data
used in the 2010 prioritization and 2012 addendum became outdated when the WDFW updated barrier
data in a 2014 city-wide barrier inventory.
The 2014 city-wide barrier inventory was part of WDFW’s state-wide inventory of fish passage barriers.
The purpose of this inventory was to fill data gaps in their state system, including updated PI scores for
many barriers. The City of Bellingham was one of the select communities chosen for a full barrier
inventory. This 2014 inventory, together with subsequent WDFW inventory updates, are available on
WDFW’s Fish Passage and Diversion Screening Inventory (FPDSI) database (WDFW, 2019a).
In this 2019 City of Bellingham update, the prioritization incorporates the results of the 2014 WDFW full
barrier inventory and more recent barrier assessments documented on the FPDSI database. The
prioritization is also designed to be consistent with the most recent WDFW prioritization methodology
as described in the Fish Passage Inventory, Assessment and Prioritization Manual (WDFW, 2019c).
Page 4 of 15
Incorporating the most recent WDFW barrier assessments and prioritization methodology allows
improved consistency between the City, State, and a concurrent culvert evaluation effort by Whatcom
County.
Coordination The City has a long history of coordinating barrier improvements with other entities to maximize habitat
benefits and cost efficiencies. This coordination is on-going and increasingly important as the State
implements barrier improvements to meet a 2013 federal injunction. The injunction requires the State
to open 90 percent of the habitat blocked by State-owned fish passage barriers by 2030. Out of the 992
barriers under state highways, the Washington Department of Transportation (WSDOT) prioritized 415
barriers for removal by 2030. The City, WDFW and WSDOT gave a joint presentation and tour to the
State’s Joint Transportation Committee in October 2018 to highlight recent coordination between the
City and State in barrier removal, including the 2015 Padden Creek Daylighting project and Squalicum
Creek Re-route Phases 1 and 2 projects. This coordination continued through the fall of 2018 and spring
of 2019 as the City and WSDOT discussed the State’s plans to improve several fish passage barriers
within the City by 2025. The City agreed to incorporate these planned projects into this updated local
barrier prioritization to facilitate ongoing coordination between the City and State with the goal of
maximizing the effectiveness of barrier improvement investments.
In addition to coordinating with State barrier improvements, the City also participates in the WRIA 1
culvert coordination effort facilitated by Whatcom County through the Salmon Recovery Funding Board
Lead Entity. The County re-convened local stakeholders in early 2019 to coordinate and identify
synergies between upcoming barrier improvement projects. Participants included the City of
Bellingham, Whatcom County, Nooksack Tribe, Lummi Nation, US Forest Service, Washington
Department of Natural Resources (WDNR), WSDOT, WDFW, Whatcom Conservation District, Whatcom
Land Trust, and the Nooksack Salmon Enhancement Association.
Scope and Methodology The current prioritization of fish barrier improvements encompasses all City-owned fish barriers within
City limits including Silver Creek, Little Squalicum Creek, Squalicum Creek, Whatcom Creek, Padden
Creek, and Chuckanut Creek watersheds. This prioritization was completed using existing information
and did not include new fieldwork or barrier assessments.
The prioritization follows a seven step process as outlined below. Steps 1 through 5 focus on identifying
the City’s fish passage barrier sites, Step 6 refines and update barrier information, and Step 7 scores and
ranks the sites. During each step, barriers were removed from the list and for subsequent steps if they
were upstream of a total natural barrier, evaluated as having a PI=0 due to their location at the
upstream extent of the anadromous zone, or were already corrected to fully fish passable.
Page 5 of 15
STEPS 1 -6: Identify Sites
1. Create a Draft Priority List consisting of the top 10 City-owned barriers within City limits identified in the Whatcom County Fish Passage Barrier Inventory (Whatcom County Public Works, 2006), ranked by 2006 PI score and listed by WDFW identifier number.
2. Update PI scores for the 10 barriers identified in 1, above, using the FPDSI database (WDFW, 2019a).
3. Review all City-owned barriers within City limits mapped on the FPDSI database (WDFW, 2019a) and add barriers with PI scores ≥ lowest score identified in 2 (PI score ≥ 15.48).
4. Add barriers to the Draft Priority List if they: a. did not have a PI score but were lower in the system than barriers on the Draft
Priority List from 3, above and/or b. are within 2 miles of a restoration site or barrier removal completed or planned to
be complete by 2025. Planned projects are based on the City’s adopted Six-Year (2020-2025) Transportation Improvement Program (City of Bellingham, 2019) and the WSDOT 2019 Project Delivery Plan (WSDOT, 2019).
5. Add any top 10 barriers from Anchor 2010 (from PI Ranks for All Barriers list), if not already on Draft Priority List from 4, above.
STEP 6: Refine Site Information
6. Update and add information: a. Calculate lineal gain if not provided on WDFW barrier forms by estimating distance
in GIS using City of Bellingham stream layer. b. Update any data from qualified sources. In 2019, this consisted of updating fish
Passability at the City’s flood dams based on a habitat assessment conducted by Environmental Science Associates (ESA), Waterfall Engineering, Aspect Consulting, and Wilson Engineering (2019). It also included updating the ESA species presence to include bull trout from WDFW (2019b).
STEP 7: Score and Rank Sites
7. Score and rank all culverts on the Draft Priority List from step 7 using the Prioritization Equation below. The equation uses 12 metrics. These metrics represent key information available for all barriers together with Additional Considerations (species listings, coordination, benefits, juveniles, community support, and funding opportunities) provided in the WDFW Fish Passage Inventory, Assessment and Prioritization Manual (WDFW, 2019c, p. 12-5). See the Prioritization Manual for methodologies and descriptions of each of the Additional Considerations.
Prioritization Equation:
SCORE = Lineal Gain + Passability + ESA + Coord. Barriers + Coord. Other + (Benefits/3) + Juveniles + Comm. Support + Funding Opp. – Cost
Page 6 of 15
The equation metrics represent three general categories:
• Fish Need/Benefit – lineal gain, passability, Endangered Species Act (ESA), juveniles, benefits habitat, benefits surface waters, and benefits restoration
• Coordination with Other Efforts – coordination barriers, coordination other
• Support and Cost Feasibility – Community support, funding opportunity, and cost
The table below shows the maximum possible scores in each category and the percent contribution to the maximum possible score.
Table 1. Prioritization Equation Metric Summary
Category Maximum Possible Score
Percent of Total Possible Score
Fish Need/Benefit 19 61%
Coordination with Other Efforts 6 19%
Support and Cost Feasibility 6 19%
TOTAL SCORE 31 Below is a description and score value for each metric in the Prioritization Equation.
Lineal Gain: 0 meters = 0 ≥1 and ≤ 300 meters = 1 301-1,600 meters = 2 ≥1,600 meters = 3
Use lineal gain on existing WDFW barrier forms. If lineal gain not
provided, use any existing lineal gain from downstream WDFW barrier form and add additional stream length to extent of anadromous habitat by measuring GIS distance. Measure GIS distance by viewing WDFW SalmonScape map (WDFW, 2019b) and Northwest Indian Fisheries Commission Statewide Integrated Fish Distribution (SWIFD) map (NWIFC, 2019) and determining furthest upstream extent of documented, presumed, or potential for anadromous species. Since all barriers in anadromous fish habitat, measure upstream to extent of anadromous habitat. Distance is calculated in meters for consistency with WDFW barrier forms.
Passability:
67% = 0.5 33% = 2 0% = 3
Unknown is given a default of 1 ESA:
Page 7 of 15
Non-ESA listed salmonids present or potentially present = 1 1 ESA listed species present or potentially present = 2 ≥2 ESA listed species present or potentially present = 3 Based on SaSI as shown in SalmonScape (WDFW, 2019b) Coordination - Barriers:
>5,280 feet upstream of a planned barrier improvement = 0.5 >5,280 feet upstream of a completed barrier improvement = 1 ≤5,280 feet upstream of a planned barrier improvement = 1.5 ≤5,280 feet upstream of a completed barrier improvement = 2 Downstream of a planned barrier improvement = 2 Downstream of a completed barrier improvement = 2.5 Downstream of >1 completed barrier improvement = 3
Coordination - Other:
At same location as a future transportation, utility, or similar project planned for construction by 2025
Surface only or no improvements = 0 Minor excavation required = 1 Major excavation required = 2 Full roadbed reconfiguration/construction = 3
Benefits - Restoration:
>5,280 feet upstream of a planned restoration project = 0.5 >5,280 feet upstream of a completed restoration project = 1 ≤5,280 feet upstream of a planned restoration project = 1.5 ≤5,280 feet upstream of a completed restoration project = 2 Downstream of a planned restoration project = 2 Downstream of a completed restoration project = 2.5 Downstream of >1 completed restoration project = 3
Benefits - Surface Waters: 1 point for each:
Increases storage capacity/reduce flood risk = 1 Expands floodplain = 1 Incorporates measures to address Category 5 303(d) listing(s) = 1
Benefits - Habitat:
Barrier in Tier 2 subwatershed = 1 Barrier in Tier 1 subwatershed = 2 Barrier prioritized or within prioritized restoration polygon = 3
Based on Habitat Restoration Technical Assessment, Nearshore and Estuarine Assessment and Restoration Prioritization (MacLennan et al., 2013), Bellingham Bay Action Team, or other similar effort. Juveniles:
Page 8 of 15
No anadromous juveniles present = 0 Anadromous juveniles present = 1
Presence assumed if barrier is downstream of natural fish passage barrier. Community Support: 1 point for each: Educational opportunity associated with correction = 1 Willing non-City stakeholder(s) = 1 Funding Opportunities: Potential funding source other than Fish Barrier
Removal Board Funding = 1
Includes consideration of other project elements (e.g., habitat restoration, public access, parks) that may be good fits for other grant funding.
Cost: Incremental funds needed <$1.5M = 0
Incremental funds needed ≥$1.5M to $3.5M = 1 Incremental funds needed >$3.5M to $5M =2 Incremental funds needed >$5M = 3
Rather than WDFW (2009), used cost breaks from WSDOT cost estimation based on width of proposed structure (0-16’ = $1.5-$3.5M, 17-26’ = $3.5-$5M, >26’ = >$7M)
Results The results of each step of the 2019 prioritization are included in Attachments 1 - 7. The final barriers
prioritized for improvement in 2019 are shown in Table 2 and Figure 2.
A summary of the results of each step is as follows:
STEP 1. Create a Draft Priority List consisting of the top 10 City-owned barriers within City limits
identified in the Whatcom County Fish Passage Barrier Inventory (Whatcom County Public Works, 2006),
ranked by 2006 PI score and listed by WDFW identifier number.
Results: 10 barriers added to the list
STEP 2. Update PI scores for the 10 barriers identified in 1, above, using the FPDSI database (WDFW,
2019a).
Results: 2 barriers removed: 1 barrier is state owned and no longer documented by WDFW as a fish
passage barrier and 1 barrier improvement has already been completed.
8 barriers remain
Page 9 of 15
STEP 3. Review all City-owned barriers within City limits mapped on the FPDSI database (WDFW, 2019a)
and add barriers with PI scores ≥ lowest score identified in 2 (PI score ≥ 15.48).
Results: 11 barriers added, then 2 of these 11 removed because barrier improvements were completed.
16 barriers remain
STEP 4. Add barriers to the Draft Priority List if they:
a. did not have a PI score but were lower in the system than barriers on the Draft Priority List
from 3, above and/or
b. are within 2 miles of a restoration site or barrier removal completed or planned to be
complete by 2025. Planned projects are based on the City’s adopted Six-Year (2020-2025)
Transportation Improvement Program (City of Bellingham, 2019) and the WSDOT 2019
Project Delivery Plan (WSDOT, 2019).
Results: 19 barriers added, then 3 of these 19 removed because barrier improvements were completed.
1 barrier (920649) removed because City believes barrier is natural, needs confirmation (update as
necessary in future prioritization).
31 barriers remain
STEP 5. Add any top 10 barriers from Anchor 2010 (from PI Ranks for All Barriers list), if not already on
Draft Priority List from 4, above.
Results: 3 barriers added, then 2 of these 3 barriers removed. 1 was removed because it is no longer
documented by WDFW as a fish passage barrier, and the other was removed because the barrier
improvement was completed.
32 barriers remain
STEP 6. Update and add information:
a. Calculate lineal gain if not provided on WDFW barrier forms by estimating distance in GIS
using City of Bellingham stream layer.
b. Update any data from qualified sources. In 2019, this consisted of updating fish Passability at
the City’s flood dams based on a habitat assessment conducted by Environmental Science
Associates (ESA), Waterfall Engineering, Aspect Consulting, and Wilson Engineering (2019).
Results: Updated or calculated lineal gain on 14 barriers. Updated passability on 2 barriers. Updated bull
trout presence on 4 barriers. No barriers removed.
32 barriers remain
STEP 7. Score and rank all culverts on the Draft Priority List from step 7 using the Prioritization Equation.
Results: 32 barriers, ranked. Scores range from 14.7 to 5.0. See summary in Table 2 and Figure 2.
Page 10 of 15
Table 2. 2019 City of Bellingham Prioritized Fish Passage Barriers
RANK Site ID Stream Road Crossing Total PI (WDFW Form)
Lineal Gain (m)
Passability (%)
ESA* SCORE
1 993881 SF Baker Cr James St 0.00 3,084 unknown ST, BT 15.7
2 602273 Squalicum Cr Baker Cr confluence
unknown 36,708 33 CH, ST, BT 14.7
3 993006 Baker Cr James St 15.61 6,064 67 ST 14.2
4 01.0622 0.80 Padden Cr 16th St 53.96 11,942 67 CH, ST 14.0
5 991104 Squalicum Cr Roeder Ave unknown 38,933 unknown CH, ST, BT 14.0
6 01.0622 0.70 Padden Cr 14th St 48.14 3,701 67 CH, ST 13.5
7 991600 Padden Cr Lake Padden 30.88 3,533 0 ST 13.5
8 993884 NF Baker Cr Telegraph Rd Telegraph Flood
Dam
unknown 1,830 33 ST, BT 13.3
9 01.0552 2.00 Squalicum Cr Meridian St unknown 17,381 67 CH, ST, BT 13.2
10 992984 Spring Cr Kellogg Rd 21.03 6,516 unknown ST, BT 12.8
11 992981 Spring Cr E Bakerview Rd 25.43 7,318 67 ST, BT 12.7
12 993038 Baker Cr Telegraph Rd unknown 5,786 0 ST 12.5
13 01.0559 0.10 Trib W, Squalicum Cr
Meridian St unknown 0 67 CH, ST, BT 11.8
14 993880 SF Baker Cr E McLeod Rd 15.48 1,984 unknown ST, BT 11.7
15 994370 Padden Cr 30th St 18.01 1,103 33 ST, BT 11.3
16 991599 Padden Cr 39th St ROW 27.65 3,917 0 ST 11.0
17 993883 Baker Cr Deemer Rd unknown 2,260 33 ST, BT 11.0
18 993093 SF Baker Cr Strider Lp Hannegan Flood Dam
24.77 4,043 67 ST, BT 9.8
Page 11 of 15
19 993040 Baker Cr E Bakerview Rd @ Irongate
25.04 5,014 33 ST 9.5
20 370678 Lincoln Cr Lincoln St unknown 2,440 33 9.0
21 993443 Baker Cr Hannegan Rd 18.26 3,457 67 ST 8.5
22 993821 Baker Cr Hannegan Rd 22.6 2,993 33 ST 8.3
23 920634 Whatcom Cr Woburn St unknown 500 0 CH, ST, BT 8.2
24 370683 W Cemetery Cr
Old Lakeway Dr unknown 2,100 0 8.0
25 370648 Cemetery Cr Lopez St unknown 1,110 0 8.0
26 370658 W Cemetery Cr
Lakeway Dr unknown 2,260 0 8.0
27 993482 Hoags Cr 25th St 17.78 263 33 ST 7.0
28 993484 Hoags Cr 16.9 263 0 7.0
29 993483 Hoags Cr Interurban Trail 17.81 283 33 7.0
30 1280163 E Bear Cr Horton Flood Dam
unknown 810 67 6.8
31 370649 Cemetery Cr San Juan Blvd unknown 220 0 6.0
32 370679 E Cemetery Cr
Woburn St unknown 120 0 5.0
Page 12 of 15
Figure 2. 2019 City of Bellingham Priority Fish Passage Barriers
Page 13 of 15
Update Schedule The underlying information used to prioritize barriers change as projects are completed, planning efforts
change, and new biological information becomes available. Therefore, the City of Bellingham intends to
complete an annual update to the prioritization data and ranked barrier list.
Page 14 of 15
Literature Cited Anchor QEA, LLC, 2010. City of Bellingham Culvert Improvement Prioritization: Phase 1 Final Report.
Bellingham, Washington.
Bellingham, City of, 2019. Six-Year (2020-2025) Transportation Improvement Program, Adopted June 3,
2019. Online at [https://www.cob.org/services/planning/transportation/Pages/tip.aspx]/
Accessed August 2019.
Confluence Environmental Company, 2012. City of Bellingham Culvert Improvement Prioritization, Phase
1 Report Addendum. Seattle, Washington.
Environmental Science Associates, Veda Environmental, and Northwest Ecological Services, 2015.
Bellingham Habitat Restoration Technical Assessment, Final. Seattle, Washington. [Cited in text
as ESA et al., 2015]
Environmental Science Associates, Waterfall Engineering, Aspect Consulting, and Wilson Engineering,
2019. City of Bellingham Flood Control Dams Fish Passage Assessment, Alternative Analysis, and
Conceptual Design, Draft. Seattle, Washington.
MacLennan, A., P. Schlenger, S. Williams, J. Johannessen, and H. Wilkinson, 2013a. WRIA 1 Nearshore &
Estuarine Assessment and Restoration Prioritization. Bellingham, Washington.
MacLennan, A., S. Williams, and J. Johannessen, 2013b. WRIA 1 Nearshore & Estuarine Assessment and
Restoration Prioritization – Addendum 1. Bellingham, Washington.
Northwest Indian Fisheries Commission, 2019. Statewide Integrated Fish Distribution (SWIFD)
Interactive Map. Online at [https://geo.nwifc.org/swifd/]/ Accessed December 2019. [Cited in
text as NWIFC, 2019]
Washington Department of Fish and Wildlife, 2000. Fish Passage Barrier and Surface Water Diversion
Screening Assessment and Prioritization Manual. Washington Department of Fish and Wildlife.
Olympia, Washington.
Washington Department of Fish and Wildlife, 2009. Fish Passage Barrier and Surface Water Diversion
Screening Assessment and Prioritization Manual. Washington Department of Fish and Wildlife.
Olympia, Washington.
Washington Department of Fish and Wildlife, 2019a. Washington State Fish Passage Map Application.
Online at [https://wdfw.wa.gov/conservation/habitat/fish_passage/data_maps.html]/ Accessed
February 2019. [Cited in text as WDFW, 2019a]
Washington Department of Fish and Wildlife, 2019b. SalmonScape. Online at [www.wdfw.wa.gov]/
Accessed February 2019. [Cited in text as WDFW, 2019b]
Washington Department of Fish and Wildlife, 2019c. Fish Passage Inventory, Assessment, and
Prioritization Manual. Washington Department of Fish and Wildlife. Olympia, Washington.
[Cited in text as WDFW, 2019c]
Page 15 of 15
Washington State Department of Transportation, 2019. 2019 Delivery Plan. Online at
[https://www.wsdot.wa.gov/construction-planning/project-delivery-plan]/ Accessed August
2019. [Cited in text as WSDOT, 2019]
Whatcom County Public Works, 2006. Whatcom County Fish Passage Barrier Inventory Final Report, IAC
Project Number 01-1258 N. Bellingham, Washington.
Attachment 1: Step 1
Site
IDSt
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Tota
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(Fo
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STEP
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IS S
TEP
199
3487
Ho
ags
Cr
Ho
ags
Pon
d t
rail
010
0N
/A10
0ST
dam
, rep
aire
d a
s o
f 20
11
299
3110
Bak
er C
r0
N/A
100
no
lon
ger
liste
d a
s a
bar
rier
, rem
ove
fro
m li
st
Attachment 3: Step 3
STEP
3:
Ad
d b
arri
ers
on
Cit
y p
rop
erty
or
RO
W f
rom
FP
DSI
dat
abas
e w
ith
PI s
core
≥ lo
we
st P
I sco
re f
rom
Ste
p 2
(P
I sco
re ≥
15
.48
)
Site
ID
Stre
amR
oad
Cro
ssin
g
Tota
l PI
20
19
(Fo
rm)
Lin
eal G
ain
(m)
Bar
rier
Rea
son
Pas
sab
ility
(%)
ESA
*N
ote
s
10
1.0
62
2
0.8
0P
add
en C
r1
6th
St
53
.96
11
94
2W
S d
rop
67
CH
, ST
20
1.0
62
2
0.7
0P
add
en C
r1
4th
St
48
.14
37
01
dep
th6
7C
H, S
T
39
91
60
0P
add
en C
rLa
ke P
add
en3
0.8
83
53
3W
S d
rop
0.0
0ST
49
91
59
9P
add
en C
r3
9th
St
RO
W2
7.6
53
91
7sl
op
e0
.00
ST
59
92
98
1Sp
rin
g C
rE
Bak
ervi
ew R
d2
5.4
37
31
8ve
loci
ty6
7ST
69
93
04
0B
aker
Cr
E B
aker
view
Rd
25
.04
50
14
dep
th3
3ST
79
93
09
3SF
Bak
er C
rSt
rid
er L
p2
4.7
74
04
3o
ther
0ST
, BT
Iro
nga
te f
loo
d d
am
89
93
82
1B
aker
Cr
Han
neg
an R
d2
2.6
29
93
slo
pe
33
.00
ST
up
stre
am o
f Ir
on
gate
flo
od
dam
an
d o
ther
culv
erts
99
92
98
4Sp
rin
g C
rK
ello
gg R
d2
1.0
36
51
6u
nkn
ow
nu
nkn
ow
nST
up
stre
am o
f Ir
on
gate
flo
od
dam
10
99
34
43
Bak
er C
rH
ann
egan
Rd
18
.26
34
57
velo
city
67
ST
up
stre
am o
f Ir
on
gate
flo
od
dam
11
99
43
70
Pad
den
Cr
30
th S
t1
8.0
11
10
3sl
op
e3
3ST
12
99
34
83
Ho
ags
Cr
Inte
rurb
an T
rail
17
.81
28
3sl
op
e3
3
13
99
34
82
Ho
ags
Cr
25
th S
t1
7.7
82
63
slo
pe
33
ST
14
99
34
84
Ho
ags
Cr
16
.92
63
slo
pe
0
15
99
30
06
Bak
er C
rJa
mes
St
15
.61
60
64
oth
er6
7ST
16
99
38
80
SF B
aker
Cr
E M
cLeo
d R
d1
5.4
81
98
4u
nkn
ow
nST
*ESA
sp
ecie
s b
enef
itin
g (a
s d
ocu
men
ted
on
WD
FW f
ish
bar
rier
fie
ld f
orm
): C
H =
Ch
ino
ok,
ST
= s
tee
lhea
d, B
T =
bu
ll tr
ou
t
REM
OV
ED IN
TH
IS S
TEP
10
1.0
62
2 0
.30
Pad
den
Cr
10
th S
t4
9.6
43
44
5d
epth
67
CH
, ST
CO
B r
etro
fit
EV-2
3.
Sub
mit
rep
air
to W
DFW
so
sho
ws
on
dat
abas
e.
Rem
ove
fro
m li
st.
20
1.0
62
2
0.5
0P
add
en C
r1
2th
St
49
.16
40
23
WS
dro
p6
7C
H, S
T
Ret
rofi
t co
mp
lete
d E
V-2
3.
Sub
mit
rep
air
to W
DFW
so
sho
ws
on
dat
abas
e.
Rem
ove
fro
m li
st.
Attachment 4: Step 4
Site
IDSt
ream
Ro
ad C
ross
ing
Tota
l PI
2019
(Fo
rm)
Lin
eal G
ain
(m)
Bar
rier
Rea
son
Pass
abili
ty
(%)
ESA
*C
oo
rdin
atio
nN
ote
s
101
.062
2
0.80
Pad
den
Cr
16th
St
53.9
611
942
WS
dro
p67
CH
, ST
201
.062
2
0.70
Pad
den
Cr
14th
St
48.1
437
01d
epth
67C
H, S
T
399
1600
Pad
den
Cr
Lake
Pad
den
30.8
835
33W
S d
rop
0.00
ST
499
1599
Pad
den
Cr
39th
St
RO
W27
.65
3917
slo
pe
0.00
ST
599
2981
Spri
ng
Cr
E B
aker
view
Rd
25.4
373
18ve
loci
ty67
ST
699
3040
Bak
er C
rE
Bak
ervi
ew R
d25
.04
5014
dep
th33
ST
799
3093
SF B
aker
Cr
Stri
der
Lp
24.7
740
43o
ther
0ST
, BT
Iro
nga
te f
loo
d d
am
899
3821
Bak
er C
rH
ann
egan
Rd
22.6
2993
slo
pe
33.0
0ST
up
stre
am o
f Ir
on
gate
flo
od
dam
an
d o
ther
culv
erts
999
2984
Spri
ng
Cr
Kel
logg
Rd
21.0
365
16u
nkn
ow
nu
nkn
ow
nST
up
stre
am o
f Ir
on
gate
flo
od
dam
1099
3443
Bak
er C
rH
ann
egan
Rd
18.2
634
57ve
loci
ty67
ST
up
stre
am o
f Ir
on
gate
flo
od
dam
1199
4370
Pad
den
Cr
30th
St
18.0
111
03sl
op
e33
ST
1299
3483
Ho
ags
Cr
Inte
rurb
an T
rail
17.8
128
3sl
op
e33
1399
3482
Ho
ags
Cr
25th
St
17.7
826
3sl
op
e33
ST
1499
3484
Ho
ags
Cr
16.9
263
slo
pe
0
1599
3006
Bak
er C
rJa
mes
St
15.6
160
64o
ther
67ST
1699
3880
SF B
aker
Cr
E M
cLeo
d R
d15
.48
1984
un
kno
wn
un
kno
wn
ST
17
9938
81SF
Bak
er C
rJa
mes
St
un
kno
wn
3084
un
kno
wn
un
kno
wn
ST1
mi u
pst
ream
of
CO
B b
arri
er im
pro
vem
ent
on
Bak
er C
r at
McL
eod
201
5, lo
cati
on
of
the
Jam
es S
t
Mu
ltim
od
al S
tud
y
Tran
spo
Gro
up
est
imat
ed
$1 m
illio
n f
or
full
wid
th
bri
dge
(20
19 J
ames
St
1812
8016
3E
Bea
r C
rN
/Au
nkn
ow
nve
loci
ty67
1.5
mi u
pst
ream
of
Cit
y M
itig
atio
n B
ank
site
(B
ear
Cr)
, 1.5
mi u
pst
ream
of
Wh
atco
m C
ou
nty
pla
nn
ed
imp
rove
men
t fo
r b
arri
er 1
2802
04H
ort
on
flo
od
dam
1937
0683
W C
emet
ery
Cr
Old
Lak
eway
Dr
un
kno
wn
WS
dro
p0
2037
0648
Cem
eter
y C
rLo
pez
St
un
kno
wn
slo
pe
0
2137
0658
W C
emet
ery
Cr
Lake
way
Dr
un
kno
wn
slo
pe
0
2237
0679
E C
emet
ery
Cr
Wo
bu
rn S
tu
nkn
ow
nW
S d
rop
0
2337
0649
Cem
eter
y C
rSa
n J
uan
Blv
du
nkn
ow
nsl
op
e0
2499
1104
Squ
alic
um
Cr
Ro
eder
Ave
un
kno
wn
tid
esu
nkn
ow
nC
H, S
T, B
T
do
wn
stre
am o
f p
riva
te M
cLeo
d 2
007,
CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
Sq
ual
Ph
1/2
201
5, C
OB
McL
eod
2015
, WSD
OT
pri
ori
tize
d 2
025,
CO
B S
qu
al P
h 3
/4 2
020,
CO
Blo
wer
Sq
ual
res
tora
tio
n s
ites
,
Ren
ee: P
arti
al d
esig
n
CO
B/P
ort
, $m
illio
ns
2560
2273
Squ
alic
um
Cr
Bak
er C
r co
nfl
uen
ceu
nkn
ow
nW
S d
rop
33C
H, S
T, B
T
do
wn
stre
am o
f p
riva
te M
cLeo
d 2
007,
CO
B S
qu
al P
h 1
/2 2
015,
CO
B M
cLeo
d20
15, W
SDO
T p
rio
riti
zed
2025
, CO
B S
qu
al P
h 3
/4 2
020;
up
stre
am o
f C
OB
Will
ow
Sp
rin
g 20
10/2
018,
CO
B lo
wer
Sq
ual
fl
oo
d "
dam
" (w
eir)
2692
0634
Wh
atco
m C
rW
ob
urn
St
un
kno
wn
slo
pe
0C
H, S
T, B
T
do
wn
stre
am o
f B
ou
lder
Ben
d a
nd
Wh
atco
m F
alls
Par
k 19
99 r
esto
rati
on
; up
stre
am o
f C
OB
Red
Tai
l
Rea
ch, C
OB
Sal
mo
n P
ark,
CO
B C
emet
ery
Cr,
CO
B W
hat
com
Cr
Est
uar
y
nee
d t
o c
on
firm
0%
pas
sab
ility
2799
3038
SF B
aker
Cr
Tele
grap
h R
du
nkn
ow
n57
86sl
op
e0
ST
up
stre
am o
f W
SDO
T p
rio
riti
zed
202
5, C
OB
McL
eod
201
5, C
OB
Bak
er C
r re
sto
rati
on
sit
e, lo
wer
Sq
ual
rest
ora
tio
n s
ites
, CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
adja
cen
t to
Fili
pp
ini
do
nat
ion
2899
3883
Bak
er C
rD
eem
er R
du
nkn
ow
nsl
op
e33
ST, B
T
up
stre
am o
f W
SDO
T p
rio
riti
zed
202
5, C
OB
McL
eod
201
5, C
OB
Sp
rin
g C
r re
sto
rati
on
sit
e, lo
wer
Sq
ual
rest
ora
tio
n s
ites
, CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
do
wn
stre
am o
f Te
legr
aph
flo
od
dam
2999
3884
Bak
er C
rTe
legr
aph
Rd
un
kno
wn
oth
er67
ST, B
T
up
stre
am o
f W
SDO
T p
rio
riti
zed
202
5, C
OB
McL
eod
201
5, lo
wer
Sq
ual
res
tora
tio
n s
ites
, CO
B W
illo
w
Spri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
esTe
legr
aph
flo
od
dam
3001
.055
2 2.
00Sq
ual
icu
m C
rM
erid
ian
St
un
kno
wn
1738
1W
S d
rop
67C
H, S
T, B
T
do
wn
stre
am C
OB
Sq
ual
Ph
1/2
201
5, C
OB
Sq
ual
Ph
3/4
202
0; u
pst
ream
of
CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
3101
.055
9 0.
10Tr
ib W
, Sq
ual
icu
m C
rM
erid
ian
St
un
kno
wn
WS
dro
p67
CH
, ST
, BT
do
wn
stre
am C
OB
Sq
ual
Ph
1/2
201
5, C
OB
Sq
ual
Ph
3/4
202
0; u
pst
ream
of
CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
linea
l gai
n b
ased
on
WD
FW d
ecis
ion
th
at T
rib
*ESA
sp
ecie
s b
enef
itin
g (a
s d
ocu
men
ted
on
WD
FW f
ish
bar
rier
fie
ld f
orm
): C
H =
Ch
ino
ok,
ST
= s
tee
lhea
d, B
T =
bu
ll tr
ou
t
REM
OV
ED IN
TH
IS S
TEP
192
0649
Squ
alic
um
Cr
Co
rnw
all P
ark
ped
bri
dge
un
kno
wn
WS
dro
pu
nkn
ow
nC
H, S
T, B
T
do
wn
stre
am C
OB
Sq
ual
Ph
1/2
201
5, C
OB
Sq
ual
Ph
3/4
202
0; u
pst
ream
of
CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
Bel
ieve
is a
nat
ura
l ro
ck
bar
rier
. Rem
ove
fro
m li
st,
bu
t co
nfi
rm in
fie
ld.
299
1105
Squ
alic
um
Cr
Wes
t St
un
kno
wn
velo
city
33C
H, S
T, B
T
do
wn
stre
am o
f p
riva
te M
cLeo
d 2
007,
CO
B W
illo
w S
pri
ng
2010
/201
8, C
OB
Sq
ual
Ph
1/2
201
5, C
OB
McL
eod
2015
, WSD
OT
pri
ori
tize
d 2
025,
CO
B S
qu
al P
h 3
/4 2
020;
up
stre
am o
f C
OB
low
er S
qu
al
rest
ora
tio
n s
ites
,
Ret
rofi
t co
mp
lete
d in
2005
EV
-18.
WD
FW A
HB
con
firm
ed lo
w p
rio
rity
,
retr
ofi
t ad
dre
ssed
pri
mar
y
spec
ies/
tim
ing.
Su
bm
it
rep
air
to W
DFW
so
sh
ow
s
on
dat
abas
e. R
emo
ve
fro
m li
st.
392
0646
Squ
alic
um
Cr
No
rth
wes
t A
veu
nkn
ow
nd
epth
un
kno
wn
CH
, ST
, BT
do
wn
stre
am o
f p
riva
te M
cLeo
d 2
007,
CO
B S
qu
al P
h 1
/2 2
015,
CO
B M
cLeo
d20
15, W
SDO
T p
rio
riti
zed
2025
, CO
B S
qu
al P
h 3
/4 2
020;
up
stre
am o
f C
OB
Will
ow
Sp
rin
g 20
10/2
018,
CO
B lo
wer
Sq
ual
rest
ora
tio
n s
ites
,
Ret
rofi
t co
mp
lete
d in
2005
EV
-18.
WD
FW A
HB
con
firm
ed lo
w p
rio
rity
,
retr
ofi
t ad
dre
ssed
pri
mar
y
spec
ies/
tim
ing.
Su
bm
it
rep
air
to W
DFW
so
sh
ow
s
on
dat
abas
e. R
emo
ve
fro
m li
st.
412
8016
8B
ear
Cre
ekM
aho
gan
y A
veu
nkn
ow
nsl
op
e67
ST0.
7 m
i up
stre
am o
f C
ity
Mit
igat
ion
Ban
k si
te (
Bea
r C
r)
Cit
y in
stal
led
bo
x cu
lver
t
2018
(ES
-489
). R
emo
ve
fro
m li
st.
STEP
4:
Ad
d b
arri
ers
if d
id n
ot
hav
e a
PI s
core
bu
t w
ere:
a. l
ow
er in
th
e sy
stem
th
an b
arri
ers
on
th
e D
raft
Pri
ori
ty L
ist
fro
m 3
, ab
ove
an
d/o
r
b. a
re w
ith
in 2
mile
s o
f a
rest
ora
tio
n s
ite
or
bar
rier
rem
ova
l co
mp
lete
d o
r p
lan
ned
to
be
com
ple
te b
y 20
25 (
and
no
t ab
ove
a n
atu
ral b
arri
er).
Attachment 5: Step 5
STEP
5:
Ad
d a
ny
top
10
bar
rier
s fr
om
An
cho
r 2
010
(fr
om
PI R
anks
fo
r A
ll B
arri
ers
list)
, if
no
t al
read
y o
n s
pre
adsh
eet
Site
ID
An
cho
r, 2
010
IDSt
ream
Ro
ad C
ross
ing
Tota
l PI
2019
(Fo
rm)
Lin
eal G
ain
(m)
Bar
rier
Rea
son
Pass
abili
ty
(%)
ESA
*C
oo
rdin
atio
nN
ote
s
101
.062
2
0.80
Pad
den
7Pa
dd
en C
r16
th S
t53
.96
1194
2W
S d
rop
67C
H, S
T
201
.062
2 0.
30P
add
en 3
Pad
den
Cr
10th
St
49.6
43
445
dep
th67
CH
, ST
301
.062
2
0.50
Pad
den
4Pa
dd
en C
r12
th S
t49
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13
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981
48.7
9-1
22
.48
Spri
ng
2Sp
rin
g C
rE
Bak
ervi
ew R
d25
.43
7318
velo
city
67ST
, BT
up
stre
am o
f W
SDO
T p
rio
riti
zed
202
5, C
OB
McL
eod
20
15
, CO
B lo
wer
Sq
ual
res
tora
tio
n
site
s; d
ow
nst
ream
of
2001
cu
lver
t re
pai
r at
Van
Wyc
k R
d
No
ne
14
993
880
48.7
8-1
22
.48
SF B
aker
1SF
Bak
er C
rE
McL
eod
Rd
15.4
819
84u
nkn
ow
nu
nkn
ow
nST
, BT
up
stre
am o
f p
riva
te M
cLeo
d 2
007,
CO
B M
cLeo
d20
15
, WSD
OT
pri
ori
tize
d 2
025
, CO
B
Will
ow
Sp
rin
g 20
10/2
018,
CO
B lo
wer
Sq
ual
res
tora
tio
n s
ites
no
ne
15
993
881
48.7
8-1
22
.46
SF B
aker
2SF
Bak
er C
rJa
mes
St
un
kno
wn
3084
un
kno
wn
un
kno
wn
ST, B
T1
mi u
pst
ream
of
CO
B b
arri
er im
pro
vem
ent
on
Bak
er C
r at
McL
eod
20
15
, lo
cati
on
of
the
Jam
es S
t M
ult
imo
dal
Stu
dy
Jam
es S
t
Mu
ltim
od
al p
roje
ct,
20
25
at
earl
iest
(un
fun
ded
), r
esu
lt
Tran
spo
Gro
up
est
imat
ed $
1
mill
ion
fo
r fu
ll w
idth
bri
dge
(2
01
9
Jam
es S
t M
ulit
mo
dal
Stu
dy)
16
991
104
48.7
6-1
22
.51
Squ
alic
um
2Sq
ual
icu
m C
rR
oed
er A
veu
nkn
ow
n38
933
WD
FW
01.0
552
tid
esu
nkn
ow
nC
H, S
T, B
Td
ow
nst
ream
of
pri
vate
McL
eod
200
7, C
OB
Will
ow
Sp
rin
g 2
01
0/2
01
8, C
OB
Sq
ual
Ph
1/2
2015
, CO
B M
cLeo
d20
15, W
SDO
T p
rio
riti
zed
20
25
, CO
B S
qu
al P
h 3
/4 2
020
,
No
ne
Part
ial d
esig
n C
OB
/Po
rt
17
993
040
48.7
9-1
22
.45
Bak
er 9
Bak
er C
rE
Bak
ervi
ew R
d @
Iro
nga
te
25.0
450
14d
epth
33ST
up
stre
am o
f W
SDO
T p
rio
riti
zed
202
5, C
OB
McL
eod
20
15
, lo
wer
Sq
ual
res
tora
tio
n
site
s, C
OB
Will
ow
Sp
rin
g 20
10/2
018,
up
stre
am o
f Fi
lipp
ini d
on
atio
n t
o C
OB
201
8 f
or
No
ne
18
993
884
48.7
9-1
22
.47
Tele
grap
h
Det
enti
on
NF
Bak
er C
rTe
legr
aph
Rd
un
kno
wn
1830
GIS
mea
sure
men
t
oth
er33
ST, B
Tu
pst
ream
of
WSD
OT
pri
ori
tize
d 2
025,
CO
B M
cLeo
d 2
01
5, C
OB
low
er S
qu
al r
esto
rati
on
site
s
ES-0
537
Tel
egr
aph
Rd
pro
ject
, 20
21
,
this
is a
ro
ad
Tele
grap
h f
loo
d d
am, f
ish
pas
sab
ility
fro
m E
SA 2
01
9
19
01
.055
9 0
.10
48.
78
-12
2.4
9
N/A
Trib
W, S
qu
alic
um
Cr
Mer
idia
n S
tu
nkn
ow
n0
See
no
tes
WS
dro
p67
CH
, ST
, BT
up
stre
am o
f C
OB
low
er S
qu
al f
ish
bar
rier
imp
rove
men
ts n
ear
Squ
al C
r P
ark
ES-0
551
Mer
idia
n/B
irch
wo
o
d/S
qu
alic
um
rou
nd
abo
ut
stu
dy,
linea
l gai
n b
ased
on
WD
FW
dec
isio
n t
hat
Tri
b W
no
t su
itab
le
fish
hab
itat
in S
qu
al R
e-ro
ute
Ph
1-
2
20
993
443
48.8
-12
2.4
4B
aker
12
Bak
er C
rH
ann
egan
Rd
18.2
634
57ve
loci
ty67
STu
pst
ream
of
WSD
OT
pri
ori
tize
d 2
025,
CO
B M
cLeo
d 2
01
5, C
OB
Bak
er C
r re
sto
rati
on
site
, lo
wer
Sq
ual
res
tora
tio
n s
ites
pro
po
sed
seco
nd
ary
arte
rial
up
stre
am o
f Ir
on
gate
flo
od
dam
21
994
370
48.
71
-12
2.4
8Pa
dd
en 1
1Pa
dd
en C
r3
0th
St
18.0
153
17G
IS
mea
sure
+ W
DFW
9915
99
slo
pe
33ST
up
stre
am a
nd
do
wn
stre
am o
f W
SDO
T p
rio
riti
zed
20
25
, up
stre
am o
f W
SDO
T 2
01
4
Pad
den
Day
ligh
tin
g
no
ne
22
993
821
48.8
-12
2.4
4B
aker
13
Bak
er C
rH
ann
egan
Rd
22.
629
93sl
op
e33
STu
pst
ream
of
WSD
OT
pri
ori
tize
d 2
025,
CO
B M
cLeo
d 2
01
5, C
OB
Bak
er C
r re
sto
rati
on
site
, lo
wer
Sq
ual
res
tora
tio
n s
ites
no
ne
up
stre
am o
f Ir
on
gate
flo
od
dam
and
oth
er c
ulv
erts
23
370
683
48
.74
-12
2.4
4W
Cem
eter
y 3
W C
emet
ery
Cr
Old
Lak
eway
Dr
un
kno
wn
2100
GIS
mea
sure
WS
dro
p0
ES-0
54
7 2
019
TB
D
pro
ject
, cre
atin
g a
10
-fo
ot
wid
e tw
o-
24
370
648
48
.74
-12
2.44
W C
emet
ery
4C
emet
ery
Cr
Lop
ez S
tu
nkn
ow
n11
10G
IS
mea
sure
fro
m O
ld
Lake
way
slo
pe
0n
on
e
25
920
634
48
.76
-12
2.45
N/A
Wh
atco
m C
rW
ob
urn
St
un
kno
wn
500
GIS
mea
sure
to n
atu
ral
bar
rier
slo
pe
0C
H, S
T, B
TN
on
eA
sk W
DFW
, co
nfi
rm 0
% p
assa
bili
ty
26
370
678
48
.75
-12
2.46
Lin
coln
5Li
nco
ln C
rLi
nco
ln S
tu
nkn
ow
n24
40G
IS
mea
sure
slo
pe
33n
on
ed
ow
nst
ream
of
fred
mey
er t
un
nel
.
27
370
679
48
.75
-12
2.45
Mag
no
lia 1
E C
emet
ery
Cr
Wo
bu
rn S
tu
nkn
ow
n0
GIS
mea
sure
WS
dro
p0
no
ne
up
stre
am o
f n
atu
ral b
arri
er 9
20
64
3
28
99
3483
48
.71
-12
2.49
Ho
ags
3H
oag
s C
rIn
teru
rban
Tra
il1
7.8
128
3sl
op
e33
No
ne
assu
me
WSD
OT
pri
ori
tize
d li
st f
or
Ch
uck
anu
t C
r b
arri
er im
pr.
(mai
nst
em, n
ot
Ho
ags
Cre
ek)
29
99
3482
48
.71
-12
2.48
Ho
ags
4H
oag
s C
r25
th S
t17
.78
263
slo
pe
33ST
No
ne
30
99
3484
48
.71
-12
2.48
Ho
ags
5H
oag
s C
r16
.926
3sl
op
e0
No
ne
31
37
0649
48
.73
-12
2.45
W C
emet
ery
5C
emet
ery
Cr
San
Ju
an B
lvd
un
kno
wn
0G
IS
mea
sure
men
t
slo
pe
0n
on
e
32
37
065
84
8.7
5-1
22.
45W
Cem
eter
y 2
W C
emet
ery
Cr
Lake
way
Dr
un
kno
wn
2260
GIS
mea
sure
fro
m O
ld
Lake
way
slo
pe
0n
on
e
*ESA
sp
ecie
s b
enef
itin
g (a
s d
ocu
men
ted
on
WD
FW f
ish
bar
rier
fie
ld f
orm
): C
H =
Ch
ino
ok,
ST
= s
tee
lhea
d, B
T =
bu
ll tr
ou
t
Attachment 7: Step 7
STEP
7:
Sco
re a
nd
ran
k u
sin
g C
OB
sco
rin
g eq
uat
ion
RA
NK
Site
IDLa
tLo
ng
An
cho
r, 2
01
0
IDSt
ream
Ro
ad C
ross
ing
Tota
l PI
20
19
(Fo
rm)
Lin
eal
Gai
n
(m)
Bar
rie
r
Re
aso
n
Pas
sab
ility
(%)
ESA
*C
oo
rdin
atio
n-
Bar
rie
rsC
oo
rdin
atio
n-
Tra
nsp
ort
atio
nB
en
efit
sC
ost
Est
imat
eN
ote
sSC
OR
E
19
93
88
14
8.7
8-1
22
.46
SF B
aker
2SF
Bak
er C
rJa
mes
St
un
kno
wn
30
84
un
kno
wn
un
kno
wn
ST, B
T1
mi u
pst
ream
of
CO
B b
arri
er im
pro
vem
ent
on
Bak
er C
r at
McL
eod
20
15
, lo
cati
on
of
the
Jam
es S
t M
ult
imo
dal
Stu
dy
Jam
es S
t
Mu
ltim
od
al p
roje
ct,
20
25
at
earl
iest
(un
fun
ded
), r
esu
lt
wid
er f
loo
dp
lain
$
1
,00
0,0
00
Tr
ansp
o G
rou
p e
stim
ated
$1
mill
ion
fo
r fu
ll w
idth
bri
dge
(20
19
Jam
es S
t M
ulit
mo
dal
Stu
dy)
15
.7
26
02
27
34
8.7
7-1
22
.49
Bak
er 1
Squ
alic
um
Cr
Bak
er C
r co
nfl
uen
ceu
nkn
ow
n3
67
08
WS
dro
p3
3C
H, S
T, B
Td
ow
nst
ream
of
pri
vate
McL
eod
20
07
, C
OB
Sq
ual
Ph
1/2
20
15
, CO
B M
cLeo
d2
01
5,
WSD
OT
pri
ori
tize
d 2
02
5, C
OB
Sq
ual
Ph
3/4
20
20
; up
stre
am o
f C
OB
Will
ow
Sp
rin
g
20
10
/20
18
, CO
B lo
wer
Sq
ual
res
tora
tio
n s
ites
,
No
ne
$
20
0,0
00
flo
od
"d
am"
(ris
er).
Ret
rofi
t
com
ple
ted
in 2
00
5 E
V-1
8. R
iser
may
no
t h
ave
bee
n in
clu
ded
in
retr
ofi
t. M
ino
r ad
just
men
t to
rise
r?
14
.7
39
93
00
64
8.7
8-1
22
.46
Bak
er 7
Bak
er C
rJa
mes
St
15
.61
60
64
oth
er6
7ST
up
stre
am o
f p
riva
te M
cLeo
d 2
00
7,
CO
B M
cLeo
d2
01
5, W
SDO
T p
rio
riti
zed
20
25
, CO
B
Will
ow
Sp
rin
g 2
01
0/2
01
8, C
OB
low
er S
qu
al r
esto
rati
on
sit
es
Jam
es S
t
Mu
ltim
od
al p
roje
ct,
20
25
at
earl
iest
(un
fun
ded
), r
esu
lt
of
20
19
stu
dy
will
be
a re
com
men
ded
up
stre
am o
f C
OB
Bak
er C
r, C
OB
Will
ow
Sp
rin
g
20
10
/20
18
, CO
B lo
wer
Sq
ual
res
tora
tio
n s
ites
;
up
stre
am o
f C
OB
pla
nn
ed r
esto
rati
on
at
Filip
pin
i;
in T
ier
1 s
ub
wat
ersh
ed, i
n p
rio
rity
res
tora
tio
n
po
lygo
n
$
1
,00
0,0
00
14
.2
40
1.0
62
2
0.8
0
48
.72
-12
2.5
Pad
den
7P
add
en C
r1
6th
St
53
.96
11
94
2W
S d
rop
67
CH
, ST
do
wn
stre
am o
f W
SDO
T 2
01
4 b
rid
ge, W
SDO
T p
rio
riti
zed
pro
ject
20
25
No
ne
do
wn
stre
am o
f C
OB
20
15
Pad
den
Day
ligh
tin
g,
CO
B 1
6th
St
rep
air
20
16
, WSD
OT
20
14
SR
11
Tie
r 1
$
1,0
00
,00
0
Co
mp
lete
d r
epai
r o
f p
oo
l in
20
16
. Fu
ll fi
sh p
assa
ge r
equ
ires
14
.0
59
91
10
44
8.7
6-1
22
.51
Squ
alic
um
2Sq
ual
icu
m C
rR
oed
er A
veu
nkn
ow
n3
89
33
tid
esu
nkn
ow
nC
H, S
T, B
Td
ow
nst
ream
of
pri
vate
McL
eod
20
07
, C
OB
Will
ow
Sp
rin
g 2
01
0/2
01
8, C
OB
Sq
ual
Ph
1/2
20
15
, CO
B M
cLeo
d2
01
5, W
SDO
T p
rio
riti
zed
20
25
, CO
B S
qu
al P
h 3
/4 2
02
0,
CO
Blo
wer
Sq
ual
res
tora
tio
n s
ites
,
No
ne
do
wn
stre
am o
f C
OB
Will
ow
Sp
rin
g 2
01
0/2
01
8,
CO
B S
qu
al P
h 1
/2 2
01
5, C
OB
Sq
ual
Ph
3/4
20
20
,
CO
Blo
wer
Sq
ual
res
tora
tio
n s
ites
; in
Tie
r 1
$
4
,00
0,0
00
P
arti
al d
esig
n C
OB
/Po
rt,
$m
illio
ns
14
.0
60
1.0
62
2
0.7
0
48
.72
-12
2.5
Pad
den
6P
add
en C
r1
4th
St
48
.14
37
01
dep
th6
7C
H, S
Td
ow
nst
ream
of
CO
B 1
6th
St r
epai
r 2
01
6, W
SDO
T 2
01
4 b
rid
ge, W
SDO
T p
rio
riti
zed
pro
ject
20
25
No
ne
do
wn
stre
am o
f C
OB
20
15
Pad
den
Day
ligh
tin
g,
Tier
1 s
ub
wat
ersh
ed, i
n p
rio
rity
res
tora
tio
n
po
lygo
n
$
20
0,0
00
13
.5
79
91
60
04
8.7
-12
2.4
6N
/AP
add
en C
rLa
ke P
add
en3
0.8
83
53
3W
S d
rop
0ST
up
stre
am o
f C
OB
16
thSt
rep
air
20
16
, WSD
OT
20
14
bri
dge
(9
,50
0')
, 2 W
SDO
T
pri
ori
tize
d p
roje
cts
20
25
(4
,25
0')
no
ne
$
50
0,0
00
at o
utl
et o
f La
ke P
add
en1
3.5
89
93
88
44
8.7
9-1
22
.47
Tele
grap
h
Det
enti
on
NF
Bak
er C
rTe
legr
aph
Rd
un
kno
wn
18
30
oth
er3
3ST
, BT
up
stre
am o
f W
SDO
T p
rio
riti
zed
20
25
, CO
B M
cLeo
d 2
01
5, C
OB
low
er S
qu
al r
esto
rati
on
site
s
ES-0
53
7 T
ele
grap
h
Rd
pro
ject
, 20
21
,
this
is a
ro
ad
con
stru
ctio
n
pro
ject
– c
urb
,
up
stre
am o
f lo
wer
Sq
ual
res
tora
tio
n s
ites
, CO
B
Will
ow
Sp
rin
g 2
01
0/2
01
8, i
n T
ier
1 s
ub
wat
ersh
ed
and
in p
rio
rity
res
tora
tio
n p
oly
gon
$
1
,00
0,0
00
Tele
grap
h f
loo
d d
am, f
ish
pas
sab
ility
fro
m E
SA 2
01
9
13
.3
9
01
.05
52
2.0
0
48
.78
-12
2.4
9
N/A
Squ
alic
um
Cr
Mer
idia
n S
tu
nkn
ow
n1
73
81
WS
dro
p6
7C
H, S
T, B
T
do
wn
stre
am C
OB
Sq
ual
Ph
1/2
20
15
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ark
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nd
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wn
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al r
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es, C
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00
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up
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am o
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nd
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8, C
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al r
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ne
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am o
f C
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er C
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ow
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rin
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20
10
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18
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wer
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ual
res
tora
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ites
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00
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1
1.7
17
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43
70
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ne
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f C
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15
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15
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air
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; in
Tier
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ub
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n p
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lygo
n
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00
in P
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wn
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15
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ual
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ne
up
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am o
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wer
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ual
res
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n s
ites
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B
Will
ow
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rin
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01
8 $
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00
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0
Up
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am o
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ng
pri
vate
cu
lver
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der
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me
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18
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40
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25
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10
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18
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ites
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ne
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ish
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25
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low
er S
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al r
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01
8, u
pst
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or
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stre
am o
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on
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e
20
04
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ual
res
tora
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n s
ites
,
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illo
w S
pri
ng
20
10
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18
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wer
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pri
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00
no
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06
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atco
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Est
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y $
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00
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0
do
wn
stre
am o
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nel
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21
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34
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rial
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rin
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8, C
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er S
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al r
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es, C
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nn
ed
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t Fi
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CO
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esto
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on
at
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in T
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00
up
stre
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no
juve
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s p
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22
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pri
ori
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02
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20
15
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aker
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rest
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ites
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ne
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01
8, C
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er S
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al r
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on
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es, C
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pla
nn
ed
rest
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tio
n a
t Fi
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CO
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esto
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on
at
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1
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0,0
00
up
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and
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23
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06
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way
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up
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20
06
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no
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each
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00
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0
8.0
26
37
06
58
48
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27
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pri
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ty r
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lygo
n $
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00
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0
no
juve
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bec
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7.0
28
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34
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48
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16
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pri
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n $
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29
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34
83
48
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28
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pri
ori
ty r
esto
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on
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lygo
n
$
25
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00
assu
me
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pri
ori
tize
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st
for
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t C
r b
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pr.
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ot
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stre
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7.0
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12
80
16
34
8.8
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22
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r C
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71
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f W
hat
com
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un
ty p
lan
ned
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men
t fo
r b
arri
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02
04
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pst
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r b
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28
02
04
$
1
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on
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6.8
31
37
06
49
48
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50
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00
n
o ju
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pre
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t b
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37
06
79
48
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00
6 R
ed T
ail R
each
, CO
B
Wh
atco
m C
reek
Est
uar
y $
5,0
00
,00
0
up
stre
am o
f n
atu
ral b
arri
er
92
06
43
5.0
TOTA
L $
4
5,2
25
,00
0
*ESA
sp
ecie
s b
enef
itin
g (a
s d
ocu
men
ted
on
WD
FW f
ish
bar
rier
fie
ld f
orm
): C
H =
Ch
ino
ok,
ST
= s
tee
lhea
d, B
T =
bu
ll tr
ou
t