HomeMy WebLinkAboutHMP - HMP Habitat Managment Plan - 11/23/2011 Takegami & Wennemark Float Project
Habitat Management Plan
November 23, 2011
For:
Kent Takegami 8 Cynthia Wennemark
and
NWSE Holdings LLC
1001 Cooper Point Road
Olympai, WA 98502
Prepared by:
Marine Surveys It Assessments
521 Snagstead Way
Port Townsend,WA 98368
Phone: (360) 385-4073
E-mail: marine.surveys.inc@gmail.com
List of Figures
FigureNumber.................................................................................Page
1. Project location...................................................................................6
3. Elevation view of the proposed float...............................................7
3. Float functional grating calculations...............................................8
AttachmentNumber.......................................................................Page
1. Habitat Survey ..............................................................................9-13
2. Habitat Survey Map..........................................................................14
MS&A Takegami and Wennemark Float Project • 2
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Information for the Takegami & Wennemark Float Project that is relevant to the
Habitat Management Plan
Project Location:
181 E.Bergeson Rd., Shelton WA 98584.
NW'/4 Section 3,Township 20 N,Range 02
N 47,25891, W 122.91355.
Parcel#22003-12-90120(Figure 1)
Description of the nature,density and intensity of the proposed use.
The proposed project involves the construction of a single float on Pickering Passage.The proposed float will
measure 8'x W.The float will have 123.2 ftz(51.3%)of functional grating installed(Figure 3).The structure
will be secured with two helix screw anchors(Figure 2).The structure will be anchored approximately 230'
from the beach/bluff interface at a depth of approximately—11.0'(NIILW).
The proposed structure will be used by the applicants for boating,fishing and other water-related activities.
Effects analysis of the proposed use or activity on fish and wildlife and their habitat.
The following is a discussion of the possible impacts on Puget Sound chinook,bull trout and Puget Sound
steelhead.These are the primary species that may be impacted by the construction and use of the proposed
structure.
Installation of the helix screw anchors:The helix screw anchors will be driven into the substrate with a
remote hydraulic power head.A hydraulic power unit run by a small gasoline engine will be located in a 24'
workboat.Hoses lead down to the hydraulic power head on the bottom.A diver uses this unit to drive the screw
anchors into the substrate.The installation will take approximately 30 min.per screw anchor.
Two 1"double braded nylon lines with mid-line floats and 10'of chain with a swivel at the top will connect the
float to the helix anchors(Figure 2).
Turbidity and noise: There will be a brief,slight increase in noise from the powerboat used to deliver the
float and helix anchors to the site.In addition there will be a brief(approximately one hour)slight increase in
noise from the hydraulic power unit used to drive the helix screw anchors into the substrate.This noise is less
than that produced by normal powerboat traffic in Puget Sound.
The presence of the anchors and anchor lines is expected to have minimal impact on the surrounding benthic
environment.The mid-line floats will prevent the lines from scouring the surrounding substate.In addition,as
seen in the Habitat Map and Habitat Survey(Attachments 1 and 2),there is almost no macroalgae in the
vicinity of the proposed anchored float.The moored vessel will not ground out.
Salmonid migratory pathway alteration: The float will be located approximately 23V offshore at a-11.0'
tidal elevation(MLLW).Therefore,there should be few,if any,impacts on migrating salmonids using the
more shallow nearshore area.As noted by Weitkamp(2003),young chinook,chum and pink salmon appear to
use nearshore,shallow water(2-3 meters in depth)as they migrate through estuaries.Therefore,the
installation and the presence of the float will have no effects on salmonid migration.
MS&A Takegami and Wennemark Float Project• 3
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Increased predation: At this time,there is no evidence of floats aggregating salmonid predators in the Puget
Sound(Ratte& Salo 1985; Cardwell et al. 1980;Nightingale and Simenstad 2001 and Williams et al. 2003).
Dock associated structures, such as breakwaters, may serve as marine mammal haulout areas, but there is no
scientific literature that states that these mammals are particularly targeting small outmigrating juveniles. It
might be assumed that birds would be interested in small migrating juveniles, but there is no evidence that
docks provide an aggregation site for predatory birds(Taylor and Willey 1997).
One of the concerns about the impacts of overwater structures located in the nearshore area on migrating
salmon is that the will be forced to move out in
to nto deeper water, where the will be cons
umed umed b predatory P Y Y P r1'
fish species. However, as mentioned above, this float will be located in deep water and 230' from shore.
Shading and crushing impacts: Shading caused by overwater structures and float grounding can reduce or
eliminate eelgrass, macroalgae and other epibenthic organisms.
The following design parameters will minimize both shading and crushing impacts on the benthic environment:
•The float will have 51.3 %functional grating installed
• The float will be located in deep water where shading impacts are minimal.
• Grounding impacts will not occur.
Boating impacts: Boating activity can cause damage to the aquatic habitat due to prop scour and increased
turbidity. In several studies,aquatic vegetation and benthic organisms were found to be absent or greatly
reduced in areas where boat traffic was high and the propellers were within one foot of the bottom(Chumra
and Ross 1978; Ogilvie 1981).Langler(1950)found that propellers within approximately 14"of the bottom
removed all plants and silt within a swath approximately 5'wide. Conversely, boat use over deeper water can
actually stimulate aquatic plant growth by increasing the dissolved carbon dioxide and increasing water
circulation(Warrington 1999).
Again, the float will be located in deep water,which makes boating impacts on the benthic environment highly
unlikely. In addition,very little macroalgae and no eelgrass was noted in the survey area.Therefore,scouring
impacts should not be an issue..
Plan for avoiding,minimizing and/or mitigation adverse impacts
The following factors indicate how the applicants will avoid, minimize and/or mitigate adverse impacts to fish
species and their habitat:
•The float will have 51.3 %functional grating installed.
• The float will be oriented in an approximate north south direction,which will further minimize shading
impacts.
• Mid-line floats on the ground tackle will prevent scouring impacts on the benthic environment.
• The float will be located approximately 230' from shore at a tidal elevation of-11.0'(MLLW), which will
minimize any impacts on migrating salmonids well as shading and scouring impacts on the benthic
environment.
MS&A Takegami and Wennemark Float Project • 4
References:
Cardwell R.D., S.J.Olsen,M.I. Carr and E.W. Sanborn. 1980.Biotic,water quality and hydrologic characteristics
of Skyline Marina in 1978.TechRep. 54,Washington Dept.of Fisheries.
Chumra, G. L. and N. W. Ross. 1978.The environmental impacts of marinas and their boats.A literature review
with management implications,Marine Advisory Service,University of Rhode Island.Narragansett, RI.
Langler,K.F.,A. S.Hazzard, W. E.Hazen and W.A.Tompkins. 1950. Outboard motors in relation to fish
behavior, fish production and angling success. Transactions of the 15th Annual North American Wildlife
Conference. pp. 280-303.
Nightingale, Barbara and Charles Simenstad. 2001b. Overwater structures: marine issues. Submitted to Washington
Department of Fish and Wildlife, Washington Department of Ecology,and Washington State Department of
Transportation,Olympia, WA, 177 pp.
Ogilvie,M. A. 1981.The mute swan in Britain, 1978.Bird Study. 28: 87 - 106.
Ratte,L. and E.O. Salo. 1985.Under-pier ecology of juvenile Pacific salmon in Commencement Bay.Report to
Port of Tacoma, FRI-UW-8508,Fish.Res.Inst. UW, Seattle,WA.
Weitkamp,Don E. September 2003.Young Pacific Salmon in Estuarine Habitats. Review Draft.Parametrix, Inc.
Kirkland, WA.
Williams,G. D.,R. M.Thom,D.K. Shreffler, J.A. Southard,L.K. O'Rourke,S. L. Sergeant,V.I. Cullinan,R.
Moursund,and M. Stamey.Assessing Overwater Structure-Related Predation Risk on Juvenile Salmon: Field
Observations and Recommended Protocols. September 2003. Prepared for the Washington State Department of
Transportation Under a Related Services Agreement With the U.S. Department of Energy Under Contract DE-
AC06-76RLO 1830.
MS&A Takegami and Wennemark Float Project • 5
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Figure 1. Site location
•1 \ ' '.i nl l�.�1 J /�N• - ~ .�.t Ili
sun PO"t
Gad (i 1 �n
7.
41,
;F �T T N� IE
/ C
PROJE
� ./ _ - ,— • is 1 .; ;� ����'� — /'> _���'' ���� � ,�
�:� t1J _•,--...�lqr� r if
tJ �1 ` •�`_ ..fit
t.r l' vs 1. I� IJ? l•• , ;''
122057'00" W 122056'00" W 122055'00" W WGS84 122"53'00" W
1 IVIN 0 7 J2 1 MILE
190 Om 10w-
Printed f om TOPO!01999 Wildflower Prcductiams(www.topa-cam)
Proj
ect • 6
MS�A Takegami and Wennemark Float P l
Figure 2. Elevation view
30'
ENVIROTUFFTH DOCK SYSTEM
MOISTURESHIELD RPL DECKING
FIBERGLASS GRATING
MHHW 14.4'
GALVINIZED CHAIN
FIRST 10'
1' NYLON LINE
MLLW 0'
-4'
INSTALL MIDLINE FLOATS
DEPTH -11'
HELIX ANCHOR SYSTEM
SECTION VIEW
Lattitude: 47deg 15'1.37"N
Scale: I"=10' Longitude: 122deg 55'14.1'
MSitA Takegami and Wennemark Float Project • 7
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Figure 3. Float functional grating
30'
5 8' 4' 8, 5'
ap NL
(1) OF (2) 2.5X7.5 STRINGERS cl) OF (4) 1.5X7.5
(1) OF (2) 1.5X7.5 STRINGERS SPLICE BOARDS
(1) OF (2) 2.5X7.5 VALERS
(1) OF (2) 2.5X9.5 FASCIA
CALCULATION OF_GROSS_GRATED AREA CALCULATION OF GROSS FRAMING AREA
5'X2' = 10 SO. FT X 2 SECTIONS = 20 SO. FT. 2.5'X30' STRINGER = 6 SO. FT X 2 = 12 SO. FT.
8'X8' = 64 SO. FT. X 2 SECTIONS = 128 SO. FT. 1.5'X8' STRINGER = 1 SO. FT. X 4 = 4 SO. FT.
4'X2' = 8 SO. FT. (MIDDLE SECTION) 2.5'X8' WALERS = 1.7 SO. FT. X 4 = 6.8 SO. FT.
20 + 128 + 8 = 156 M FT GROSS AREA 2.5'X8' FASCIA = 1.7 SO. FT. X 4 = 6.8 SO. FT.
1.5'X6'-8' SPLICE BOARD = .8 SO. FT. X 4 = 3.2 SO. F
TOTAL FRAMING = 32.9 SO. FT.
C'ALCULATI❑N OF FUNCTIONAL GRATED AREA
GROSS GRATED AREA 156 S0. FT.
GROSS FRAMING AREA -32.8 SO. FT.
TOTAL = 123.2 SO. FT.
FUNCTIONAL GRATING 123.2 SO. FT.
GROSS FLOAT AREA + 240 SO. FT.
TOTAL = 51.3%
GRATING CALCULATIONS
Lattitude 47deg 191.37"N
Scale: NTS Longitude: 122deg 5914.1'
MS&A Takegami and Wennemark Float Project • 8
Attachment 1. Habitat Survey
A SCUBA survey was done August 8,2011,a sunny day,from approximately 2:10 PM to 3:15 PM at the project
site.Amy Leitman and Lynn Goodwin used SCUBA to run six t wisects to identify flora,fauna,substrate types,
and other qualitative information relative to the proposed project.Water visibility was approximately 8-12'.
The six transects(Tl T6)were all parallel and oriented generally 108/288°True North.The attached Transect
Map shows the transect locations.
Tl
Distance in feet Tidal elevation Substrate Macroalgae
from baseline min feet density.
(MILLW) %
coveragelsquare
meter along
transect
0-25 Dane grass
25,water's edge 11.5
25-35 sand,cobble,
barnacles,shell,
rock
35 10.5
35-105
45 8.5
55 7.5
65 6.5
75 4.5
85 3.6
95 2.6
105 1.6
105-125 sand,cobble,
barnacles,shell,
rock,mud
N15hA Takegami and Wennemark Float Project• 9
115 0.6
125 -0.4
125-205 2-5%Ulva
125-250 sand,mud,
diatoms
135 -1.4
165 -4.2
175 -3.3
205 -43
215 -53 Polinices lewisii
(moon snails)
and Pilaster
brevispimis
Pink sea star
225 -6.3
230 -83
235 -9.3
240 -10.2
245 -12.2
250 -13.2
T2
Distance in feet Tidal elevation Substrate Macroalgae
from baseline in feet density.
(nM XW) %
coveragelsquare
meter along
transect
90 0.8
90-226 sand,mud,
diatoms,shell
100 -0.2
100-130 2-5%Ulva
100-120 Polmices lewisd
(moon snails),
Pisaster
brevispinus
ink sea stars)
120 -1.2
150 -2.2
170 -3.2
200 -3.1
200-250 Panope abrupta
(geoducks),
Polinices lewisii
(moon snails),
Pilaster
brevispimrs
(Pink sea stars),
C.gracilis
Graceful crab
MSOA Takegami and Wennemark Float Project • 10
210 -6.1
220 -9.1
220-250 sand,mud,shell 2%Gracilaria
230 -12.1
240 -13.1
250 -14.1
T3
Distance in feet Tidal elevation Substrate Macroalgae
from baseline in feet density.
(MLLW) %
coverage/square
meter along
transect
120 -1.0
120-170 3-5%Ulva
120-220 J�;sand,
130 -2.0
150 -3.0
160 -3.0
160-170 Pisaster
brevispinus
(Pink sea stars),
Polinices lewisii
moon snails
170 -3.0
185 -4.0
200 -5.0
200-210 1%Gracilaria
200-250 Panope abrupta
(geoducks),
Pisaster
brevispinus
sea stars),
210 -7.0
220 -9.0
220-250 sand,mud,
diatoms
230 -11.0
240 -12.0
250 -16.0
MS&A Takogami and Wennemark Float Project • 11
T4
Distance in feet Tidal elevation Substrate Macroalgae
from baseline in feet density.
(MLLW) %
coveragelsquare
meter along
transect
120 -1.0
120-150 10'�o Ulva
120-250 sand,mud,
diatoms
150 -2.0
150-170 Pisaster 3%Ulva
brevispinus
(Pink sea stars),
Polmices lewisii
moon snails
160 -2.0
170 -3.0
180 -4.0
190 -5.0
200 -6.0
210 -7.0
220 -9.0
220-250 Panope abrupta
(geoducks),
Dermasterias
imbricata
Cher star
230 -12.0
240 -14.0
250
T5
Distance in feet Tidal elevation Substrate Macroalgae
from baseline in feet density.
(MLLW) %
coverage/square
meter along
trausect
120 -1.0
120-190 sand,mud, 20%Ulva
cobble,shell
190 -5.0
190-220 sand,mud,
diatom
210 -8.0
220 -10.0
220-230 sand,mud, 1-2%Gracilaria
diatom,cobble,
peagrayeI
MS&A Takegami and Wennemark Float Project • 12
230 -11.9
230-250 sand,mud,
diatom
240 -13.9
250 -16.9
T6
Distance in feet Tidal elevation Substrate Macroalgae
from baseline in feet density.
(WLR) %
coveragelsquare
meter along
transect
110
110-120 20%Ulva
110-150 sand,mud, shell,
diatoms
120 -0.9
120-130 10%Ulva
130 -0.9
130-150 3%Ulva
140 -1.9
150 -2.9
150-210 sand,mud,shell,
Polinices lewisii
moon snails
160 -3.9
170 -4.9
180 -5.9
190 -7.9
200 -8.9
210 -9.9
210-250 sand,mud,shell
220 -11.9
230 -13.9
240 -14.9
250 -17.9 Panope abrupta
eoducks
MSELA Takegami and Wennemark Float Project • 13
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Attachment 2. Habitat Survey Map
TAKEGAMI AND WENNEMARK
FLOAT PROJECT.
Hive conducted on Distance and
August 8,2011 corrected tidal
Tl T2 T3 T4 T5 T6 halo
vot
250
1 --16.0
MACROALGAE AND ��O T _ 240
%COVERAGE PER -12.0
SQUARE METER: 26,
_ 230
y
G= Graci laria M 16 - 220
16 200
- -5.0 4 Q\
25' 10'
3.6
2-5 _ 160
U 3 Ut
-3.0
3-5 ,
u; _ 140
IOU 3 -2.3
10 U31- 120
2_ -1.0
5 20 U-
- i
- 80
- 60
- 40
- 20
Distance and
corrected tidal
elevation(MLLW)
in feet along
0
BASELINE
intersection of
the beach and
bluff
PL
MS&A Takegami and Wennemark Float Project • 14