HomeMy WebLinkAboutKing Cove Hydroelectric Project Feasibility Study 1984-
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KING COVE HYDROELECTRIC PROJECT
FEASIBILITY STUDY
CONTINUED FIELD INVESTIGATIONS OF
DELTA CREEK AQUATIC BIOLOGY AND HYDROLOGY
Prepared for:
ALASKA POWER AUTHORITY
Prepared by:
DOWL ENGINEERS
May 1984 ·
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TABLE OF CONTENTS
PROJECT DESCRIPTION •.•....••••..•..•..••....•.•.•••...•
STUDY BACKGROUND AND SCOPE OF WORK .•.•..••...•.•..•••••
PHYSICAL DESCRIPTION OF THE CREEK ..•••••..••.••.....••.
Section 1
Section 2
Section 3 ..........................................
1
1
6
8
9
9
HYDROLOGY . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
FISHERIES • . . • • . • •• • . . . • • • . • . . • • . . •. . . • • • • • . . . • . • • . . • . . • 11
Spawning & Rearing . • • . . . . . • . . • • . . • • . . • . . • . . . . . . . . . 14
CURRENT UTILIZATION OF FISHERY RESOURCES •• . . .. • • . . • • . .. 19
FISHERY IMPACTS • • • • . . • • . • • • .. • • • . • • . • • • • • • • • • . • • • • • . • • • • 20
PUBLIC REVIEW NOMINATION FOR WATERS IMPORTANT TO ANAD-
ROMOUS SPECIES . . . . . . . . . . . . . . . • . . . • . • . . . . . . . . . . . • . . . . . 21
REFERENCES . . . • . . . . . . . . . . . . . • . . • • . . . . . . • . . . . . • . • • . . . . . • • 21
Figure
1
2
lIST OF FIGURES
Project Location Map
Schematic Diagram of Delta Creek System ••.••.
2
7
LIST OF TABLES
Tables
1 Water Quality Data, 1981/82, Delta Creek ...••. 12
2 Delta Creek Estimated Total Pink and Chum
Salmon Escapements . . . . • . . • . . • • • • . . . • . • • • • • . . . 1 3
' 3 Species and Numbers of Fish Caught in Delta
Creek . • . • . • • . . • • • . . . • • . . . • • • . . . • . • • • . . • • • •• .• 15
4 DOWL Stream Counts, 1982 •••...•..••.•...••••• 17
LIST OF PHOTOGRAPHS
Photographs
1
2
3
looking Downstream at Proposed Dam Site ......
Clear Tributary .............................. .
Glacial Tributary •.•...............•..........
4
4
5
CONTINUED FIELD INVESTIGATIONS OF DELTA CREEK
AQUATIC BIOLOGY AND HYDROLOGY
PROJECT DESCRIPTION
The Alaska Power Authority has proposed the construc-
tion of a small hydroelectric project on Delta Creek north
of King Cove, Alaska. A diversion weir is proposed to be
constructed across the creek, at the 400 foot elevation
1 e v e 1 • W at e r w i 11 then be d i vert e d into a pens to c k , wh i c h
will lead to the powerhouse located downstream. The power
capacity will be 575 kilowatts. A transmission line will
lead from the powerhouse to King Cove. A road will be con-
structed from the airstrip to the powerhouse, and on to the
diversion weir. A project location map is provided in
Figure 1.
STUDY BACKGROUND AND SCOPE OF WORK
DOWL Engineers initially contracted with the Alaska
Power Authority to provide environmental studies including a
two-day reconnaissance visit, followed by a three-to four-
day trip for more detailed studies. A literature review and
discussion with local residents and agency members were to
be combined with field studies to obtain information on fish
and wildlife resources in the area and potential effects of
the project on these resources.
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Hydrology, land status, archaeologic and/or historic
sites, and permitting requirements were to be briefly dis-
cussed, as well as impacts on recreational values, air
quality, socioeconomics and scenic viewpoints.
The initial reconnaissance
t ember 1 7-1 8 , 1 9 81 , and a more
took place October 12-16, 1981.
site visit occurred on Sep-
detailed site investigation
Delta Creek was walked from
the airstrip to above the dam site with minnow traps selec-
tively placed throughout its length. Photos 1, 2 and 3 show
the proposed dam site and the two tributaries to Delta Creek
above the dam site. Numbers and locations of wildlife, and
wildlife sign, were noted. Local residents were contacted
through a community meeting on September 16, 1981, and
through discussions with individuals during both visits.
The Alaska Power Authority held an information meeting
to discuss four potential hydropower sites, including King
Cove, with interested federal, state and local organizations
in Anchorage on October 21, 1981. Additional contacts with
state and federal resource agencies were made by DOWL on an
individual basis during September, October and November of
the same year.
Following an April 28,
DOWL, Alaska Power Authority,
1982
u.s.
interagency meetinq with
Fish & Wildlife Service
and Alaska Department of Fish and Game, the scope of work
was amended to include two additional trips to King Cove in
August and October of 1982. This report incorporates the
results of these further field investigations at Delta Creek
during the fall of 1982, as well as updating some of the
-3-
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No. 1: Looking downstream at proposed dam site.
No. 2: Clear tributary
No. 3: Glacial tributary
previously supplied data on project stream flows.
recent site visit took place on January 8, 1983.
The most
PHYSICAL DESCRIPTION OF THE CREEK
Delta Creek is
groundwater supply.
the two tributaries
Dutton tributary is
fed both by surface run-off and by
The creek is glacially fed by one of
from Mount Dutton; the other Mount
clear and does not carry glacial
debris. The proposed diversion weir site is below the junc-
tion of the glacial tributary and the clear tributary. The
main stem of Delta Creek continues for approximately three-
fourths of a mile to an area with less gradient near the
city airstrip. There the channel breaks into meanders and
drops its heavy glacial sediment load. The powerhouse would
be located above the meanders on the main stream channel.
One tributary, Airstrip Creek, contributes flow from a
swampy area, apparently part of a groundwater system gather-
ed from the aquifers in the surrounding mountains. This
tributary flows into one of the meanders. The river again
forms a main channel before the North Tributary joins it
near the Delta Creek outlet at Lenard Harbor. The total
river mile distance from proposed weir to the harbor is
approximately six miles. Figure 2 provides a schematic
diagram of Delta Creek and its tributaries.
The heavy sediment load of the glacial tributary above
the weir will be an important consideration for the diver-
sion weir design. Much of the sediment is picked up from
the channel banks by the high surface water velocities. In
general, the change in gradient and flow velocities cause
much of the sediment load to be dumped at the meander area
-6-
MOUNT DUTTON
North Tributary
estimated mean
onnuo I flow:
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Delta Creek
estimated mean
annuo I flow:
3 90ft. /sec.
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KING COVE
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SCHEMATIC DIAGRAM OF
DELTA CREEK SYSTEM
Upper De Ito Cr.
estimated mean
annua I f I ow:
24ft.3 /sec.
1PROPOSED
POWERHOUSE
AIRSTRIP CREEK
FIGURE 2
below the proposed powerhouse. Approximately 70 percent of
the sediment load is carried from late May to early Octo-
ber. Design of the weir facility must include a method for
dealing with heavy sediments and the likelihood of load dis-
charge at the weir site instead of its usual discharge near
Airstrip Creek.
The Creek can be divided into three sections (see
Figure 1): Section One includes the Glacial and Clear Tribu-
taries, their confluence, and the main stream to the pro-
posed powerhouse site near the airport: Section Two runs
from the proposed powerhouse to the joining of Airstrip
Creek; and Section Three runs from Airstrip Creek to Lenard
Harbor. Section One has no historical use as navigable
water and does not appear to be navigable. The lower sec-
tions may be navigable but residents apparently do not use
the river for that purpose.
Sect ion One, above the proposed powerhouse site,
includes a clear tributary and a fast moving, turbulent and
silty glacial tributary. The glacial tributary has no pools
or backwaters and has large unvegetated areas on both sides
indicating periodic high flows. It has a streambed of
pebble gravel, cobbles and boulders, the proportions of
which depend upon the location in or near the channel. The
gravel is densely packed. The right clear tributary has
less flow than the glacial tributary with a slightly lower
velocity. Substrate is similar to that of the other tribu-
tary but with more pebble gravel in the slower water. Algae
grows in deep, low turbulence areas. Approximately 90 per-
cent of the stream is composed of riffles and ten percent of
pools. Vegetation reaches the waterline and little seasonal
-8-
fluctuation is apparent. The confluence of the two streams
forms a stem of high velocity that flows around numerous
small boulders. An unvegetated strip on both banks indicate
periodic high flows.
Section Two, including the river below the airstrip, is
differentiated by reduced velocity and division of the creek
into several channels. The area is marked by gravel bars
with alder growing on law stream banks. The triangular
channels are highly utilized by Dolly Varden juveniles who
mature in the cobble to pebble size gravel.
approximately one half mile long.
This section is
Section Three includes the meandering channel reformed
by the secondary channels' confluence below Airstrip Creek.
It runs approximately five miles to seawater at Lenard
Harbor. The substrate includes a mixture of cobbles and
pebble gravel near Airstrip Creek and pebble gravel at the
mouth of Delta Creek. Smaller gravel and sand are also
intermixed with the ather substrates. Stream banks are two
to five feet in height and vegetated to the edge of the
channel.
HYDROLOGY
Delta Creek, from its inception an the slopes of Mount
Dutton to its discharge paint at Lenard Harbor, drains an
area of approximately 14 square miles. Approximately 71
percent, or ten square miles, of the watershed is fed into
the channel below the proposed diversion weir and powerhouse
sites.
-9-
The North Tributary (see Figure 2) flows into Delta
Creek two miles upstream from Lenard Harbor. This tributary
originates in the same mountain range as Mount Dutton and is
expected to have considerable orographically derived stream
flows. Airstrip Creek drains the slopes of the mountains
facing King Cove airstrip and flows into Delta Creek
approximately one-half mile below the proposed powerhouse
location. Airstrip Creek appears to be the groundwater dis-
charge area of a regional groundwater flow system act inq in
the area. It contributes surface water inflows to Delta
Creek over a longer period of time than the other tributar-
ies since the swamp at the airstrip area retains most of the
run-off and then slowly releases it to the river system.
Stream gaging has been continually recording data since
January 1982, approximately one mile do wnst ream from the
proposed weir. The estimated mean annual flow far that site
has been verified to be 24 cubic feet per second (cfs) for
the two and one half years it has been monitored. Flows for
the lower tributaries downstream from the project site
include an estimated 18 cfs for North Tributary, unknown for
Airstrip Creek and a total flow discharge at Lenard Harbor
of 90 c fs.
Flows vary monthly (as recorded at the gaqinq station)
results for the two gaged years have shown the following
flows (in c fs) •
Jan Feb Mar Apr May Jun Jul ~ Sep Oct Nov Dec
1982 15 1 3 19 32 53 32 60 94 46 26 30 22
1983 1 3 13 18 25 35 56 70 56 37 43 32 51
-10-
The mean annual discharge for 1982 is 37 cfs and for
1983 it is 38 cfs.
Turbine sizing is based on flows corresponding to the
35 percent (22 cfs) to 15 percent (44 cfs) range of exceed-
ance values on the Delta Creek flow duration curve. During
high run-off periods (usually spring, summer, and early
fall), flows over 44 cfs will spill over the diversion weir
and remain in the river. The penstock flow will return the
full volume of water to the channel below the powerhouse.
Limited water quality information is given in Table 1
(sampling locations are shown in Figure 1). The differing
characteristics of Delta Creek tributary water above and
below the proposed dam site are indicated by differences in
both the temperature and pH.
FISHERIES
Pink, chum and coho (silver) salmon are known to spawn
in Delta Creek (ADF&G, 1982). The Alaska Department of Fish
& Game 1960-1981 escapement estimates for pink and chum
salmon in Delta Creek are given in Table 2. They made no
estimates for coho escapement in Delta Creek. Pink salmon
escapement ranged from less than 100 to 20,000 during the
1960-81 period. Chum salmon escapement ranged from 1,500 to
31,000. Arnold Shaul, ADF&G Fisheries Biologist in Cold Bay
when originally contacted in 1981, felt that the silver run
in Delta Creek was probably small.
-11-
TABLE 1
WATER QUALITY DATA, 1981/82
D£I T A ~R~~I<
Suspended
Temp. Conductivity Turbidity Solids
Date location (oC) pH (Micromhos/cm) (NTU (mg/1) -
10/12/81 Glacial Tributary s.o 5.1 290
100' above Pro-
posed Diversion
10/13/81 Clear Tributary, 6.0 7.0 76
1 00 • above Pro-
posed Diversion
12/12/81 Gaging Station 5.0 6.4 175
10/12/82 Gaging Station 1. 0 6.1 24
1/8/83 Gaqing Station 0.5
TARLE 2
DELTA CREEK ESTIMATED TOTAL
PINK AND CHUM SALMON ESCAPEMENTS
Year Pinks Chums
1960 200 6,100
1 9 61 <100 20,300
1962 <100 1,500
1963 <100 12,200
1964 <100 12,800
1 965 1 , 2 DO 7,000
1966 <100 2,800
1 96 7 <1 DO 4,800
1968 <100 9,500
1969 <100 3,500
1970 <100 10,500
1 971 <1 00 6,500
1972 <100 10,900
1973 <100 3,500
1974 <100 3,800
1 975 <100 2,500
1976 <100 7,500
1977 2,700 22,800
1978 8,700 25,000
1979 1 , 2 DO 2,500
1980 4,500 11 , 8 DO
1 981 1 '400 12,000
1982 20,000 31,000
1983 200 7,800
Source: ADF&G
-13-
No adult fish were seen during either site visit in
1981, but the stream was not walked in its entirety below
the airstrip. With the exception of the glacial tributary,
juvenile Dolly Varden were captured in minnow traps
throughout the creek (Table 3).
Two t r i p s we r e made to King Co v e in Aug u s t and 0 c to be r
of 1982 by DOWL biologists to observe the upward extent of
ad u 1 t sa 1m o n m o v em en t in De 1 t a Creek • These t r i p s we r e
timed to correspond with peak spawning periods as verified
through discussions with Arnold Shaul of Alaska Department
of Fish and Game. The year 1982 was exceptional for both
pinks and chums in this area of Alaska, with estimated
escapements of 20,000 and 31,000 (Shaul, 1982). Local
residents felt that the silver run was also larger than
usual.
Spawning and Rearing
Chum salmon frequently spawn in the intertidal zone but
will ascend short rivers. In Delta Creek chums primarily
spawn in sloughs and backwaters near Lenard Harbor, but a
few will spawn as far upstream as the airstrip (Shaul,
1981). Chums begin entering Delta Creek around August first
and peak spawning occurs during the last 10 days in August
and the first week in September.
Pebble gravel ( .25 to 2. 5 inch), is reported to be the
preferred spawning substrate for chums (Wilson et al.,
1981). Optimum streamflow velocity and depth for spawning
is 1.0 to 2.0 ft/sec.) and 1.0 to 2.5 feet respectively
-14-
TABLE 3
SPECIES AND NUMBER OF FISH CAUGHT IN DELTA CREEK
October 12-13, 1981
Trap Location Juveniles
Below the airstrip 4 Dolly
At the airstrip 6 Dolly
Above proposed po we rho use site 11 Do 11 y
At the gaginq station 1 Dolly
Between the staff qage and weir 1 Do 11 y
Glacial Tributary 0
Clear Tributary 7 Dolly
-15-
Cau9ht
Varden
Varden
Varden
Varden
Varden
Varden
( W i 1 son , e t a 1 • , 1 9 81 ) . I m me d i at e 1 y up o n the i r em e r g en c e
from the gravel, juvenile chum salmon migrate to saltwater.
Pink salmon normally spawn intertidally or in the lower
reaches of short coastal streams. Pebble gravel is pre-
ferred, with an optimum streamflow velocity of 1. 0 ft./sec.
and a depth of 0.3 to 1.5 feet respectively (Wilson et al.,
1 9 8 1 ) • L o c a 1 r e s i d e n t s r e p o r t e d t h a t pi n k s s p a wn i n 1 o we r
Delta Creek and in Airstrip Creek, a tributary stream which
joins Delta Creek about three-quarters of a mile below the
airstrip. Pink salmon begin entering Delta Creek at about
the same time as chums with peak spawning also occurring
d u r in g the 1 as t 1 0 day s o f August and the fir s t wee k o f
September (Shaul, 1981). Like chums, pink salmon migrate to
saltwater as soon as they emerqe from the gravel.
Optimum conditions for spawning silver salmon are
reported to be gravels of .08 and 1. 3 inches, depths of . 7
to 2.0 feet, and velocities of 1.5 to 2.5 ft./sec. (Wilson
et al., 1981). Shaul had no information on where silvers
spawn in Delta Creek but suspected they
or near Lenard Harbor (1981). Shaul
spawn
noted
in sloughs at
that silvers
probably begin entering Delta Creek the last ten days of
August but did not spawn u n t il the 1 ate r part o f Sept ember
and into early October.
0 n Au g u s t 2 5 , 1 9 8 2 , s t r e am co u n t s we r e co n d u c t e d o n
Delta Creek from approximately one mile above Lenard Harbor
to approximately one-half mile above the proposed powerhouse
site (Table 4). The water in Delta Creek was highly turbid
with glacial flour considerably limiting visibility. Visual
counts therefore do not accurately represent total numbers
-16-
TABLE 4
DELTA CREEK STREAM COUNTS, AUGUST & OCTOBER 1982
Date
August 1982
October 1982
Location
Above the powerhouse
Unnamed clear tributary
across & below powerhouse
Mainstem, powerhouse to Air-
strip Creek
Mainstem, Airstrip Creek to
1st riqht tributary
(unnamed)
Unnamed right clear tributary
partial count
Estimated carcasses
Estimated fish in remainder
of clear tributary
Airstrip Creek to Lenard
Harbor
-17-
Count
19 pinks
165 pinks
1, 250 pinks
13 chums
1,800 pinks
1, 500 pinks
1 silver
1,000 pinks
1,000 pinks
48 pinks
of fish but can be used to judge relative abundance within
the various stream segments. Delta Creek was waded upstream
of the powerhouse so that fish movements would aid in in-
creasing the accuracy of the count.
On October 13-14, 1982, stream counts were again con-
ducted on Delta Creek from Lenard Harbor to the proposed dam
s it e • Two o b s e r v e r s , one on e a c h s t r e am b an k , we r e used •
Visibility was considerably better than in August but was
hampered by inclement weather and the type of habitat where
silver salmon are typically found. The majority of salmon
seen were observed in deep pools often in combination with
undercut banks. Water depths ranged from 3 to 12 feet or
more. Silvers probably hold and ripen in these pools before
ascendinq smaller tributaries to spawn.
No silvers were sighted above the junction of Delta
Creek with Airstrip Creek but pools are uncommon in the
upper sections, and those present are small and comparative-
ly shallow (<3 feet deep).
When first emerqed, juvenile silver salmon stay in
gravelly shallows near shore. Older juveniles prefer deeper
pools, and avoid riffle areas. They are strongly terri-
torial and will defend their space from other juvenile cohos
and salmonids.
to Delta Creek.
Juvenile silvers were found in tributaries
in a
0.6
Dolly Varden spawn in
fairly strong current
to 2.0 feet (Wilson
sm a 11 g r a v e 1 ( 0 • 0 8 t o 1 • 3 i n c h )
(1.0 to 2.5 ft./sec.) in depth of
et al., 1981). Juvenile Dolly
Vardens are relatively inactive, often remaining on the
-18-
stream bottom in pools or eddies under rocks and logs or
undercut banks. Several schools of 10 to 30 juvenile Dolly
Varden were observed below the proposed powerhouse in 18-to
22-inch deep pools near undercut banks.
Dolly Varden occur in both anadromous and nonanadromous
populations. If anadromous, juveniles spend three or four
years in their natal stream before enterinq saltwater.
CURRENT UTILIZATION OF FISHERY RESOURCES
King Cove residents occasionally sport fish for Dolly
Varden in Delta Creek. Approximately five years ago, a sub-
sistence fishery for silvers began in Delta Creek. Although
responses from local residents were somewhat contradictory,
it appears that most of the long term residents do subsist-
ence fish this run with catches of up to 100 silvers in one
day reported. None of the residents contacted were aware of
any use
butary.
occurs
by silvers of the mainstream above the airport tri-
Some subsistence fishing for pinks and chums also
in Delta Creek. Subsistence salmon fishing also
occurs on the west side of Cold Bay, where both silvers and
sockeyes can be taken. Pinks and chums are taken in the
King Cove Laqoon and in Ram Creek, to the southeast of town
(Shaul, 1981).
-19-
FISHERY IMPACT
Construction activity may temporarily increase erosion
and sedimentation in Delta Creek. Sedimentation could
affect fish by interfering with or preventing respiration by
incubating salmonid eqqs, loss of spawninq gravel, and
physical disturbance to both adult anadromous fish and
resident species. This could result in a temporary
disruption of salmon runs returning to Delta Creek. Proper
construction techniques and timing should minimize this
impact.
The diversion weir will trap some of the coarser sedi-
ments carried in Delta Creek, so that water released from
the powerhouse will be carrying less sediment than before
project construction. Diversion of flows will also reduce
the bed load and velocity in the steam between the dam and
powerhouse and may improve fishery habitat.
The portion of Delta Creek between the diversion weir
and the powerhouse may be dewatered during low flows and a
major reduction in flow will occur during plant operations.
This may prevent Dolly Varden from utilizing this stream
section as they now do. However, several small tributaries
join Delta Creek between the diversion weir and the power-
house and this may partially offset the effects of flow
diversion at the weir.
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PUBLIC REVIEW NOMINATION FOR
WATER IMPORTANT TO ANADROMOUS SPECIES
Based on 1981 and 1982 field observations, conversa-
tions with Alaska Department of Fish and Game biologists,
and interviews with local residents, a recommended deletion
has been provided under Alaska Department of Fish & Game's
"public review nomination for waters important to anadromous
species". Results of this nomination are pending.
REFERENCES
Alaska Department of Fish & Game. 1982. An Atlas to the
Catalog of Waters Important for Spawning, Rearing and
Migration of Anadromous Fishes, Southwestern Region 3.
Shaul, A. 1981-1982. Fisheries Biologist, Commercial
Fisheries Division, Alaska Department of Fish and Game,
Kodiak, Alaska (personal communication).
Wilson, W.J., et al. 1981. An assessment of Environmental
Effects of Construction and Operations of the Proposed
Terror Lake Hydroelectric Facility, Kodiak, Alaska.
Instream Flow Studies, Final Report. Arctic
Environmental Information and Data Center, University
of Alaska, Anchorage, Alaska.
-21-
State of Alaska
Department of Fish and Game
Nomination for Waters
Important to Anadromous Species
Naill! ~ Waterway .,.~"11'"· _D_e_l_ta_c_r_ee_k _______ _
. .
Year of Revision
A roved
AWCI o( Waterway __ 1_1o_o_.o _________ _ Regional Supervisor
AWC Volume & Number Southwestern Region 3
USGS Quad Cold Bay. Alaska
Addition Correction
Deletion X Change X Drafted
Change to X Atlas
Catalog
Both
Spec1es Date(sl Observed Spawn1ng Rear1na Migrat1on
Chum see Below X X X
Pink see Below X
S i 1 ver see Below X X X
Comnents: Provide any clarifying ·information. including number of fish observed.
location of fish survey data, etc.
The area in question was walked and/or minnow trapped September 17-18; 1981; October
12-16, 1981; Augyst 24-2~. 19~2; and October 11-15, 1982. No adult sjlyec pink or
cHum saimon.were seen .an no JUvenilel were caught above an apparent velocity barrier·
in Delta Creek. The velocity barrier consists of a narrow chute through which Delta
Creek passes. The chute exists near the upstream end of a berm constructed to protect
the King Cove airstrip from Delta Creek. On September 11. 1981. Arnie Shaul, ADE&G
Fisheries Biologist in Cold Bay stated that no spawning occurs in the area in question.
Attach a copy of a map showing location of mouth and upper points of each
• species. specific stream reaches identified for spawning or rearing; ·locations of
barriers. such as falls. Attach a copy of the fish survey data. if available.
Date: 5/10/84
4040 11 811 Street
Anchorage, AK 99503
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