HomeMy WebLinkAboutSEP2021-00005 - SEP Letters / Memos - 3/17/2021 (7)3EP2o2.( cow5
.�tp-ictaaritevut�J}-�o�lc
ceiLizi to
atti
3Z3
0 ooq0a
me
SEPA ENVIRONMENTALCHEtCKLIST� 000 10
Purpose of checklist:
Governmental agencies use this checklist to help determine whether the environmental impacts of your
proposal are significant. This information is also helpful to determine if available avoidance, minimization
or compensatory mitigation measures will address the probable significant impacts or if an environmental
impact statement will be prepared to further analyze the proposal.
Instructions for applicants:
This environmental checklist asks you to describe some basic information about your proposal. Please
answer each question accurately and carefully, to the best of your knowledge. You may need to consult
with an agency specialist or private consultant for some questions. You may use "not applicable" or
"does not apply" only when you can explain why it does not apply and not when the answer is unknown.
You may also attach or incorporate by reference additional studies reports. Complete and accurate
answers to these questions often avoid delays with the SEPA process as well as later in the decision -
making process.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of
time or on different parcels of land. Attach any additional information that will help describe your proposal
or its environmental effects. The agency to which you submit this checklist may ask you to explain your
answers or provide additional information reasonably related to determining if there may be significant
adverse impact.
Instructions for Lead Agencies:
Please adjust the format of this template as needed. Additional information may be necessary to
evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse
impacts. The checklist is considered the first but not necessarily the only source of information needed to
make an adequate threshold determination. Once a threshold determination is made, the lead agency is
responsible for the completeness and accuracy of the checklist and other supporting documents.
Use of checklist for nonproject proposals:
For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable
parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please
completely answer all questions that apply and note that the words "project," "applicant," and "property or
site" should be read as "proposal," "proponent," and "affected geographic area, ' respectively. The lead
agency may exclude (for non -projects) questions in Part B - Environmental Elements that do not
contribute meaningfully to the analysis of the proposal.
A. Background fHELP]
1. Name of proposed project, if applicable: Watermark West and East Dock Replacements
2 Name of applicant: Watermark Estate Management Services, CIO Ray Nelson
3. Address and phone number of applicant and contact person:
SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 1 of 15
10230 NE Points Dr., Suite 200, Kirkland, WA 98033; Phone: 425-576-3393
Mailing Address: Watermark Estate Management Services, 10230 NE Points Dr., Suite 200,
Kirkland, WA, 98033,
Permit Agent: Marine Surveys & Assessments (Meg Amos) - 360-385-4073; 380 Jefferson
Street, Port Townsend, WA 98368
4. Date checklist prepared: 1/11/2021
5. Agency requesting checklist: Mason County
6. Proposed timing or schedule (including phasing, if applicable):
Proposing to complete work during the next work window (July 16, 2021 - February 15,
2022). Work will take 3-4 weeds, depending on tides.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
No
8. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal.
Habitat Report (HA) with No Net Loss Statement (NNL) & Biological Evaluation (BE).
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
No.
10. List any government approvals or permits that will be needed for your proposal, if known.
Mason County shoreline permit and building permit; WDFW - Hydraulic Project Approval;
USACE - letter of permission.
11 Give brief, complete description of your proposal, including the proposed uses and the size
of the project and site. There are several questions later in this checklist that ask you to
describe certain aspects of your proposal. You do not need to repeat those answers on this
page. (Lead agencies may modify this form to include additional specific information on project
description.)
West Dock: The proposal is to remove the existing structures and replace them with a new pier,
ramp and float within the footprint of the existing structures. The proposed structures will use a
more fish friendly design and materials to reduce habitat impacts. Current structures include an
existing 116'+ sectional walkway float that extends over tidelands into Hood Canal. The
shoreward float abuts a low concrete bulkhead that is set 10' shoreward of the Ordinary High -
Water Line. There are (5) floating walkway sections out to (3) finger floats. All of the floating
portion of the structure sits on the tidelands when the tide level recedes below a +4' tide. All of
the float sections are solid decked. All the float sections are secured by (7) large diameter
creosote treated timber piles embedded into the beach. The float sections and piles are
deteriorating and need to be replaced.
The proposal is to remove all the existing float sections and creosote piles and replace them
with a new fixed pile pier, ramp and moorage floats. The replacement structures include the
following:
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 2 of 15
® New 8'1" x 34' pier consists of (6) 8-inch galvanized steel piles driven to refusal with
galvanized steel cap beams welded to two piles each. A new 8'1" x 28' fully grated
aluminum framed pier will be bolted to the new galvanized steel cap beams. 8" tall curbs
will be installed along the length of the pier and ramp.
O The new fully grated aluminum framed ramp will connect to the new pier on the
shoreward end and rest on the main walkway float.
• There will be two (2) fully grated aluminum framed main walkway floats (measuring 8'1"
x 54' in total) and three (3) fully grated aluminum framed finger floats (each measuring
5.5' x 20'). Walkway and finger floats will connect with heavy galvanized steel float
hinges. The floats will be secured with (5) 10-inch galvanized steel piles and include float
feet to prevent grounding on tidelands.
The new structures will replace the existing structure in the same location and the same
configuration. No change in size, shape, or location is proposed.
® The existing boatlift and mechanical equipment will be re -installed on the new floats.
East Dock: The proposal is to remove the existing structures and replace them with a new pier,
ramp and float within the footprint of the existing structures. The proposed structures will use a
more fish friendly design and materials to reduce habitat impacts. Current structures include an
existing 26' fixed pile pier and 156'+ sectional moorage float that extends over tidelands into
Hood Canal. The fixed pile pier starts upland of a low concrete bulkhead and extends a few feet
seaward of the bulkhead located at the eastern edge of the property. There are (6) floating
walkway sections out to a large moorage float. All of the floating portion of the structure sits on
the tidelands when the tide level recedes below a +5' MLLW tide. The entire existing pier and
floats are solid decked except for two sections of grating on the large moorage float. All the
float sections are secured with anchors embedded into the beach with chain and heavy ropes
connecting the anchors to the float sections. The existing pier, walkway floats and moorage
float and anchors are deteriorating and need to be replaced.
The proposal is to remove all the existing structures and associated anchors and replace them
with a new. The replacement structures include the following:
® A new 7'11" x 85' (overwater) fully grated aluminum framed pier will be constructed in
multiple sections. A 6'8" x 24' fully grated section of pier will be behind the bulkhead.
The pier will have twelve (12) 8-inch and four (4) 4-inch galvanized steel support piles
driven to refusal with galvanized steel cap beams welded to the top of the piles. The pier
sections will be secured to the cap beams. The 4-inch pin piles will be installed behind
the existing bulkhead.
O A new 7'11" x 28' fully grated aluminum framed ramp will connect to the seaward end of
the pier and the small connecting float.
• A small connecting float will be secured by two (2) 10-inch steel piles and supported by
two 2' x 6' x 20" float tubs and two 2' x 4' x 20" float tubs.
® The new 20'3" x 34'3" fully grated aluminum framed moorage float will be secured by (6)
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 3 of 15
10-inch steel piles. Eight (8) SeaFlex anchor rodes will connect to the float's exterior
frame on one end with the other end connected to a steel pile or i-beam float stops. The
SeaFlex rodes will allow the float to move vertically with the tides but prevent lateral
movements.
• Flotation for the moorage float will be four (4) foam -filled HDPE pontoons installed under
the entire length of the moorage float.
• A new float stop grid will be installed to prevent the moorage float from grounding out at
low tides. Float stops will be installed on the eight (8) 10-inch piles and an additional 12
HDPE-lined pontoon cradles will be installed along the beams of the grid to help support
the float at low tides and prevent it from grounding out. The 10-inch piles will not project
above the float deck to allow for seaplanes to safely access the float without damaging
the wings.
® The new fully grated aluminum structures will replace the existing structures in the same
location and the same configuration. No change in size, shape or location is proposed.
12. Location of the proposal. Give sufficient information for a person to understand the precise
location of your proposed project, including a street address, if any, and section, township, and
range, if known. If a proposal would occur over a range of area, provide the range or
boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic
map, if reasonably available. While you should submit any plans required by the agency, you
are not required to duplicate maps or detailed plans submitted with any permit applications
related to this checklist.
The project is located at 12 Beach Dr. 6999 East Highway 106, Union, WA, 98592 in the
SW 1 of Section 33, T22N, R3W
0041'
Niok#c voci•
Nnesic
LEGAL DESORINION
'REVISED'
ISED
I l -21-2020
10 INCLUDE CURBS ON
FIXED PIER do HAtIP
SECTION: 33. T22N, R314t LAT; 47.348672 (47' 20' 55.2192" N)
TAXLOT 0: 32233 - 50 00010 LONG; - 12 3.1111499 (125 4' 11.3964. W)
SUNNY F1111,Cf1 TR 1 X !;-A k TAX 977 EX
B. Environmental Elements [HELP3
SEPA Environmental checklist (WAC 197-11-960) July 2016
Page 4 of 15
1. Earth [help]
a. General description of the site:
(circle one): Flat, rolling, hilly, steep slopes, mountainous, other Gentle slope
b. What is the steepest slope on the site (approximate percent slope) Approximately 5 - 1 0 %
c. What general types of soils are found on the site (for example, clay, sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify them and note any
agricultural land of long-term commercial significance and whether the proposal results in
removing any of these soils. During the site visit it was noted that the beach is
comprised of pea gravel and mud with some areas of cobble. As per the Natural
Resources Conservation Service (NRCS) soil map unit Mason County, WA (WA645),
the soil is classified as Eh -Everett very gravelly sandy loam, 8 to 15 percent slopes.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
N o, the area is classified as stable.
e. Describe the purpose, type, total area, and approximate quantities and total affected area of
any filling, excavation, and grading proposed. Indicate source of fill.
N one.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
N o erosion is anticipated as the site will be accessed by barge from the water.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
No impervious surfaces are proposed. The existing solid wood decking will be
removed and replaced with a grated surface.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
N one.
2. Air [help]
a. What types of emissions to the air would result from the proposal during construction,
operation, and maintenance when the project is completed? If any, generally describe and
give approximate quantities if known.
Fuel emissions from equipment during construction.
b. Are there any off -site sources of emissions or odor that may affect your proposal? If so,
generally describe.
No.
c. Proposed measures to reduce or control emissions or other impacts to air, if any: None
proposed. Any potential emissions will be minor and temporary.
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 5 of 15
3. Water [helpl
a. Surface Water: help]
1) Is there any surface water body on or in the immediate vicinity of the site (including
year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe
type and provide names. If appropriate, state what stream or river it flows into. Yes, the
project is located on the south shore of the Hood Canal, Puget Sound.
2) Will the project require any work over, in, or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
Yes, the proposed work will take place in the Hood Canal. Please refer to the site
plans included as Attachment 1.
3) Estimate the amount of fill and dredge material that would be placed in or removed
from surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material. Does not apply.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known. No.
5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
Yes. Location of the project is within FEMA Zone AE.
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge. No.
b. Ground Water: [help]
1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so,
give a general description of the well, proposed uses and approximate quantities
withdrawn from the well. Will water be discharged to groundwater? Give general
description, purpose, and approximate quantities if known. Does not apply.
2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage; industrial, containing the
following chemicals... ; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable), or the
number of animals or humans the system(s) are expected to serve. Does not apply.
c. Water runoff (including stormwater):
1) Describe the source of runoff (including storm water) and method of collection
and disposal, if any (include quantities, if known). Where will this water flow?
Will this water flow into other waters? If so, describe. Does not apply.
2) Could waste materials enter ground or surface waters? If so, generally describe.
All efforts will be made for no debris to enter surface waters. All of the material
removed will be loaded onto the barge and disposed of at an appropriate upland
disposal site.
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 6 of 15
3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If
so, describe. No.
d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage
pattern impacts if any: None proposed as no impacts are anticipated.
4. Plants [help]
a. Check the types of vegetation found on the site:
Vegetation observed on the upper extent of the beach included pickleweed (Salicornia), seaside
plantain (Plantago maritima), marsh jaumea (Jaumea carnosa), and seashore saltgrass
(Distichlis spicata); all arranged in dense bands/areas.
Macroalgae identified at the site included some small areas with low percent cover (5-1O%) of
Ulva and Porphyra (5%), and Gracilaria (1O%).
No eelgrass or Laminariales kelp was observed in the survey areas.
Upland vegetation adjacent to project area:
X deciduous tree: alder, maple, aspen, other Ornamental landscaping
X evergreen tree: fir, cedar, pine, other
X shrubs
X grass
pasture
crop or grain
Orchards, vineyards or other permanent crops.
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eelgrass, milfoil, other
X other types of vegetation
b. What kind and amount of vegetation will be removed or altered? No vegetation will be
altered or removed.
c. List threatened and endangered species known to be on or near the site.
No threatened or endangered plant species have been found to occur in the location of
the project as per the Washington Department of Natural Resources (DNR) Natural
Heritage map viewer.
SEPA Environmental
WA Wetlands of High Conservation Value
1/1442021, 4.59:41 PM
Known Rare Plants and Nonvascular Species of High Conservation Value
Counties
1:36.112
0 02 0-1 08m.1
F— { s > s 1.I
0 0.33 065 1.3 km
Page 7 of 15
h...! a Lei V.vy ewe Crn NOM Cie rn IM PWL'IT P. /EA
W..fa , PI v♦ IS+rn Pn7.-
Me...StlArid tte. ....el 10% PIPE Or....0 C Erf11 109:401 VS':11 V. fee. W AtSe. S.%... IL/ eta Sa 4c4..+1 Stalin 1...., ..tam I rrialrt IWash%t. :We M Pat'wldttul R. n I Ws...7c+.t1✓_ ri P4r.n.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any: No landscaping is proposed.
e. List all noxious weeds and invasive species known to be on or near the site.
No invasive species were documented at the site during the visit.
5. Animals [help]
a. List any birds and other animals which have been observed on or near the site or are known
to be on or near the site.
Examples include:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
b List any threatened and endangered species known to be on or near the site.
Species likely to be present within the action area include: Puget Sound Chinook,
Rockfish, Bull Trout, Hood Canal Summer -run Chum, Puget Sound Steelhead, Marbled
Murrelet, Northern Spotted Owl, Green Sturgeon, Southern Eulachon, Humpaback
Whale, Leather Sea Turtle and Southern Resident Killer Whale. (Please refer to the
Habitat Management Plan (HMP) submitted with the application for species
information).
c. Is the site part of a migration route? If so, explain.
Yes, salmon migrate through the area.
d. Proposed measures to preserve or enhance wildlife, if any:
Ecologically friendly design and construction techniques will always be implemented
during construction, as well as the following measures:
1. The design of the dock will comply with regulatory agencies' criteria.
a. Grating will be incorporated throughout both docks.
b. Proposed floats will not ground out due to the addition of float feet and a float pile
grid.
2. "Best Management Practices" (BMPs) will be exercised throughout this project including:
a. Care will be taken to contain all construction debris.
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 8 of 15
b. EPA Region 10 BMPs for pile removal will be followed.
c. A silt curtain will be used for pile removal and installation to reduce turbidity.
d. The piers, ramps, and floats will be prefabricated in Seattle.
e. No grounding of the barge will occur. When the tides recede, the barge will move
offshore to ensure it does not ground out.
3. USACE in -water work windows will be observed (July 16 to February 15).
4. Prior to any work in the upper shore zone (USZ) outside of the surf smelt work window
(March 2 to September 14), a WDFW certified biologist should conduct a forage fish
survey to verify the presence/absence of spawning activity.
e. List any invasive animal species known to be on or near the site. No known invasive
animals species are on or near the site.
6. Energy and Natural Resources 'help]
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet
the completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
The completed project will have no energy needs.
b. Would your project affect the potential use of solar energy by adjacent properties?
If so, generally describe.
No.
c. What kinds of energy conservation features are included in the plans of this proposal?
List other proposed measures to reduce or control energy impacts, if any:
None proposed as the project will have no energy needs.
7. Environmental Health [help]
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk
of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal?
If so, describe. Potential fuel spill from barge equipment.
1) Describe any known or possible contamination at the site from present or past uses.
No known contamination.
2) Describe existing hazardous chemicals/conditions that might affect project development
and design. This includes underground hazardous liquid and gas transmission pipelines
located within the project area and in the vicinity.
None.
3) Describe any toxic or hazardous chemicals that might be stored, used, or produced
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 9 of 15
during the project's development or construction, or at any time during the operating
life of the project.
None.
4) Describe special emergency services that might be required.
None.
5) Proposed measures to reduce or control environmental health hazards, if any:
Conservation Measures and BMPs will be followed (see HMP). All construction
equipment will be maintained and kept in good condition. All efforts will be made to
prevent construction debris from entering surface waters. All construction debris will be
disposed of at an approved upland facility.
b. Noise
1) What types of noise exist in the area which may affect your project (for example:
traffic, equipment, operation, other)? Does not apply.
2) What types and levels of noise would be created by or associated with the project on a
short-term or a Tong -term basis (for example: traffic, construction, operation, other)? Indi-
cate what hours noise would come from the site.
The proposed replacement of the existing docks will have a temporary increase in
noise levels in the Hood Canal from pile removal/installation and the barge.
3) Proposed measures to reduce or control noise impacts, if any:
Piles will be installed with a vibratory pile driver and power tools and hand tools will
be used for installation of pier and floats. All work will be done during daylight
hours.
8. Land and Shoreline Use [help]
a. What is the current use of the site and adjacent properties? Will the proposal affect current
land uses on nearby or adjacent properties? If so, describe.
Both parcels are used as single family residences. There will be no changes to land
use. There will be no changes to adjacent properties' land uses.
b. Has the project site been used as working farmlands or working forest lands? If so, describe.
How much agricultural or forest land of Tong -term commercial significance will be converted to
other uses as a result of the proposal, if any? If resource lands have not been designated,
how many acres in farmland or forest land tax status will be converted to nonfarm or
nonforest use? No
1) Will the proposal affect or be affected by surrounding working farm or forest land normal
business operations, such as oversize equipment access, the application of pesticides,
tilling, and harvesting? If so, how:
No
c. Describe any structures on the site.
Parcel 32233-50-00010 has a two story single family residence built in 1988 with a
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 10 of 15
roofed wood deck and detached garage. Good condition. Existing wood dock.
Parcel 32233-50-00902 has a two story single family residence built in 1988 with a
roofed wood deck, pool, and attached garage. Good condition. Existing wood dock.
d. Will any structures be demolished? If so, what?
Existing Damaged pier, floats and anchors will be removed and placed in
containers on the construction barge. All debris will be disposed of at an approved
upland disposal site.
e. What is the current zoning classification of the site?
Rural Residential.
f. What is the current comprehensive plan designation of the site?
Unknown.
g. If applicable, what is the current shoreline master program designation of the site?
The Mason County Shoreline Environmental Designations map shows this area as
Residential.
h. Has any part of the site been classified as a critical area by the city or county? If so, specify.
The site is within FEMA flood zone AE and the shoreline is designated as an Estuarine
and Marine Wetland
i. Approximately how many people would reside or work in the completed project?
Does not apply.
j. Approximately how many people would the completed project displace?
Does not apply.
k. Proposed measures to avoid or reduce displacement impacts, if any:
None
L. Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
The proposed work will create safer and more accessible recreation opportunities and
will enhance the habitat by removing creosote -treated wood and reducing overwater
coverage. The permit review process with all agencies will ensure the project is
compatible with existing and projected land uses and plans.
m. Proposed measures to reduce or control impacts to agricultural and forest lands of Tong -term
commercial significance, if any: Does not apply.
9. Housing [help]
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 11 of 15
a. Approximately how many units would be provided, if any? Indicate whether high, mid-
dle, or low-income housing.
N one
b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing.
N one
c. Proposed measures to reduce or control housing impacts, if any:
N one
10. Aesthetics [help]
a. What is the tallest height of any proposed structure(s), not including antennas; what is
the principal exterior building material(s) proposed?
The tallest element will be the steel piling. The final height will depend on
b. What views in the immediate vicinity would be altered or obstructed?
Views will not change from the current status as these are existing structures to be
replaced.
b. Proposed measures to reduce or control aesthetic impacts, if any:
No measures are proposed.
11. Light and Glare [help]
a. What type of light or glare will the proposal produce? What time of day would it mainly
occur?
The aluminum structures may produce some glare mid to late afternoon.
b. Could Tight or glare from the finished project be a safety hazard or interfere with views?
It is highly unlikely that the finished project will produce glare that will be a safety
hazard. Potential views already include the structures, which will be replaced in the
same footprint and same configuration. The aluminum materials may be more
noticeable mid day when in direct sun.
c. What existing off -site sources of light or glare may affect your proposal?
N one
d. Proposed measures to reduce or control light and glare impacts, if any:
N one
12. Recreation [help]
a. What designated and informal recreational opportunities are in the immediate vicinity?
Boating and fishing.
b. Would the proposed project displace any existing recreational uses? If so, describe.
N o, the proposed project will enhance existing recreational uses.
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 12 of 15
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any:
N one.
13. Historic and cultural preservation [help]
a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years
old listed in or eligible for listing in national, state, or local preservation registers ? If so,
specifically describe.
U nknown.
b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation?
This may include human burials or old cemeteries. Are there any material evidence, artifacts,
or areas of cultural importance on or near the site? Please list any professional studies
conducted at the site to identify such resources.
U nknown.
c. Describe the methods used to assess the potential impacts to cultural and historic resources
on or near the project site Examples include consultation with tribes and the department of
archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc.
Tribes will have the opportunity to review and comment during the application
process.
d. Proposed measures to avoid, minimize, or compensate for Toss, changes to, and disturbance
to resources. Please include plans for the above and any permits that may be required.
If objects of historic, archaeological, scientific or cultural importance are discovered
during the project, work will cease and the appropriate authorities will be notified.
14. Transportation [help]
a. Identify public streets and highways serving the site or affected geographic area and
describe proposed access to the existing street system. Show on site plans, if any.
Directions to site: Heading north on US-101, turn right onto E Brockdale Rd., turn left
onto E McReavy Rd., turn right onto WA-106 E, turn right onto E Beach Dr. (see site
plan).
b. Is the site or affected geographic area currently served by public transit? If so, generally
describe. If not, what is the approximate distance to the nearest transit stop?
Does not apply.
c. How many additional parking spaces would the completed project or non -project proposal
have? How many would the project or proposal eliminate?
Does not apply.
d. Will the proposal require any new or improvements to existing roads, streets, pedestrian,
bicycle or state transportation facilities, not including driveways? If so, generally describe
(indicate whether public or private).
No
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 13 of 15
e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe.
The project is located in water, where recreational boat use is prevalent.
f. How many vehicular trips per day would be generated by the completed project or proposal?
If known, indicate when peak volumes would occur and what percentage of the volume would
be trucks (such as commercial and nonpassenger vehicles). What data or transportation
models were used to make these estimates?
Does not apply.
g. Will the proposal interfere with, affect or be affected by the movement of agricultural and
forest products on roads or streets in the area? If so, generally describe.
No
h. Proposed measures to reduce or control transportation impacts, if any:
None
15. Public Services [help]
a. Would the project result in an increased need for public services (for example: fire protection,
police protection, public transit, health care, schools, other)? If so, generally describe.
N o
b. Proposed measures to reduce or control direct impacts on public services, if any.
N one
16. Utilities [help]
a. Circle utilities currently available at the site:
electricity, natural gas, water,
other Well, Propane
refuse service, telephone, sanitary sewer
septic system,
c. Describe the utilities that are proposed for the project, the utility providing the service,
and the general construction activities on the site or in the immediate vicinity which might
be needed.
None
C. Signature [HELP]
The above answers are true and complete to the best of my knowledge. I understand that the
lead agency is relying on them to make its decision.
S ignature: -Pc
N ame of signee Meg Amos
P osition and Agency/Organization: Permit Agent - Marine Surveys & Assessments
Date Submitted: 1/14/2021
SEPA Environmental checklist (WAC 197-11-960)
July 2016 Page 14 of 15
Attachment 1. Project Plans
SEPA Environmental checklist (WAC 197-11-960) July 2016 Page 15 of 15
G Maaen Ava b
0
4
sFY
ti1'
C
rrn tiotiles Rd ',
EDft
ti3n1Eo t10e
E ne Shop
0
0
,u
•
•
•
•
•
•
•
•
•
•
• ...
Dolby Water Wheel
HOOD CANAL
-JOB
SITE
Alderbrool: Resort & Sp
1Ve
Ite
E Stake
VICINITY MAP/NO SCALE
or#
tocce.clopcx-
tyke
LEGAL DESCRIPTION
SECTION: 33, T22N, R3W LAT: 47.347160 (47° 20' 49.776" N)
TAXLOT #: 32233-50-00011 LONG -123.071820 (123° 4' 18.552" W)
SUNNY BEACH TR 6 EX 6-A & 6-B, TAX 977-C
AREA MAP/NO SCALE
PROJECT DESIGNED BY:
Waierfront Coitus,' UCtlol1 Inc
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
ADJACENT OWNERS:
WATERMARK ESTATE MGMNT SERV., LLC
10230 NE POINTS DR; STE 200
KIRKLAND, WA 98033-7897
® WATERMARK ESTATE MGMNT SERV., LLC
10230 NE POINTS DR; STE 200
KIRKLAND, WA 98033-7897
IAPPLICATION#:
•
PROPOSED:REMOVE & REPLACE EXISTING FLOATS
FOR VESSEL & SEA -PLANE MOORAGE
PURPOSE: RESTORE STRUCTURAL INTEGRITY
DATUM: N.O.S. MLLW=0.0'
DWG#: 18-32049-A1-1 K
APPLICANT: WATERMARK ESTATE MGMNT SERV., LLC
SITE ADD.
6999 E STATE ROUTE 106; SITE K
UNION, WA 98592
MA,I ADP
10230 NE POINTS DR; STE 200
KIRKLAND, WA 98033-7897
'PAGE: 1
OE: 9
L 9-23-2020
�52232-50-10035
7
/
732232-50-10000 -�
1
1
1
1
i
i
32233-50-00007
ADJACENT FLbATING� IER
TO BE REPLACED U DER
SEPARATE PERMIT
HTL/OHWL
@ 11.65'
I0.62 ACRES
32233-50-00010
i
i I
1
1
1
1
WATE
6999
`1
0.78 ACRES .
MARK EST MGMT SERV LLC
STATE ROUTE 106; SITE/
UNION, WA 98592
32233-50-00901
WATERWHilrlyc---)
1
100'
PROJECT DESIGNED BY:
Wa erfronb Construe/ion Inc
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF' WATERFRONT CONSTRUCTION INC.
PATCHY EELGRASS
NOTE:
DIVE SURVEY CONTOURS PROVIDED
BY MARINE SURVEYS &
ASSESSMENTS 9/25/2018
EXISTING FLOATS FOR
VESSEL & SEA -PLANE
MOORAGE TO BE REMOVE
& REPLACED
jl "+6
1 �I I
1 1
1\‘
\\
` \ 1\\ \
\ 1\N+8
JOB SITE \\\
WATERMARK EST MGMT : ERV LLC
6999 E STATE ROUTE ,106; SITE K \c\
NION, WA 9$592
32233-50 A0011
0.48 ACRES
0.65 ACRES
1
10.89 ACRES
32233
50-00 50-00012
WATERMARK EST MGMT SERV LLC
699P E STATE ROUTE 106; SITE L
UNION, WA 98592
32233-50-00902
1
1
EXISTING SITE PLAN
50' 20' 0'
SCALE: 1 "=100'
100'
1
1
32233-51=00023�
REFERENCE
,#:
APPLICANT:WATERMARK
ESTATE
MGMNT
SERV.,
LLC
PROPOSED:
REMOVE
FOR
VESSEL
&
REPLACE
&
SEA
EXISTING
MOORAGE
FLOATS
-PLANE
NEAR/AT:
UNION/HOOD
CANAL
SHEET
2
OF:
9
9-23-2020
DATE.
DWG#:18-32049-A1-2K
1
WATERMARK EST MGMT SERV LLC
6999 ;t STATE ROUTE 106; SITE/1
UNION, WA 98592 /0.48
,
32233-50-00901
•
o.,
•
1
i.....„..,_,
...
f f-.i.,-
�` ....r....- .--a
,,
-J -
. ,SOO
,,, ... /
\ \ \ --. �, _ .. ,
\ \ \.._.-..:.,_ I - N
1 \ \ "_,,.
t,_ I ,,
\._
..
....
....._..........i...,\
,,..
„l
.
,
\` z,.-- I 1 j ''+2
ADJACENT FL1ATING� 'IER , \V..
TO BE REPLACED U DER ' -+3
SEPARATE PERMIT
HTL/OHWL
11.65'
0.78 ACRES
'2232 -50-10035 \
32232-50-10002'
\
Z32232-50-10000
1
1
1
1
1
1
1
\ \
\
`\ \
7 '\
o . I \\ 1• \\ \\ 1
II o .._- _ ti �1-- --\ \\ \ L
^
- �`` I1 \\ \\ \\
\ 0
�.. \\I \ \ \ \--.
\ \ \
\\ \ \ \
\ \ \
\
w+
M
••
1
+6
32233-50-00007
+4
1
Swot at
\
0.62 ACRES
32233-50-00010
PATCHY EELGRASS
I L.
1
1
1
1
1
PROJECT DESIGNED BY:
Wa erfron*. con5-rrl.Ichon
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
lz
SHORELINE
ACRES
JOB SITE ,/
WATERMARK EST MGMT /SERV LLC
6999 E STATE ROUTE 106; SITE K
NION, WA 9 i592
32233-50 00011
1
0.65 ACRES
1
NOTE:
DIVE SURVEY CONTOURS PROVIDED
BY MARINE SURVEYS &
ASSESSMENTS 9/25/2018
1
\+4 11
ROPOSED NEW FLOAT
PROPOSED NEW RAMP
II \+6
I \PROPOSED NEW
11 IFIXED PIER
\
9
32233=51=00023
0.89 ACRES
32233-50-00012
WATERMARK EST MGMT SERV LLC
6999 E STATE ROUTE 106; SITE L
UNION, WA 98592
32233-50-00902
1
1
1
1
PROPOSED SITE PLAN
100' 50' 20' 0' 100'
SCALE: 1 "=100'
1
REFERENCE
APPLICANT: WATERMARK ESTATE MGMNT SERV., LLC
PROPOSED: REMOVE & REPLACE EXISTING FLOATS
FOR VESSEL & SEA —PLANE MOORAGE
SHEET: 3 9
DATE: 9-23-2020
NEAR/A-1 UNION/HOOD CANAL
DWG#:18-32049—A1-3K
0
'E
L
O
r S EI
Z
W
u)
Z
i
LICANT: WATERMARK ESTATI
E &
ESSEI
i
4
►-23-2�
ERENCI
PROPC
REF
Lw
r-
co
1820 S/F
',\
IV)
co
Ln
•—
co
1—
EXISTING PIER
LOATS
FPRIN
I TOTAL EXISTING I
ING F
X
w
w
r— pone. ewes r�
io
•
•
J
0
J
I to
W
z
0
CD o
z
X
W
tD
n
sup
Q
0
V)
0
O 0
c0
0 0
0 Z
0 Y
3w
� �
N
X
W
1
1
W
0_
V
z
0
l
V
z
(f)
X
SCALE: 1 /4"=1'
w
N
N
w
r
1II
EN
1
1
1
1
0
�OxOJQ
N 3 X
REFERENCE
J
APPLICANT: WATERMARK ESTATE MGMNT SERV.
Q
O g
„Jo
�O
Z 7w
I-
W t1
Id'
0
WspiS
� J
>>
C0
a.
cc
a_
Q
1
0
to
to
U)
DATA_. 9-23-2020
(o
x
n
m W
M
X
■
0
N
/)
W O<
reThJ00
03tQ
0 R
CO
X
W
0
0 Z
a. LL o_
04
*II
CO
00
�33wo
0 0
2 cc
0
iN
z�0°�c�
c� n-re
���Zo
DZIoaec
,t,�Z��
a ! D- vp
Eou
t z )
ci
U Q O O
0D
CANa
Z
0
RANSITION
•
•
\
\
/
\\
•
/
/
/
/
/
/
/
/
/
/
Somas
I
Wens
Una11..us.KI.
RMNRww rl i
N flfl 1rr/
V
4 ■QI u nua
1 M NMNNMM /i
Ailli aIIIim 110"
/r11MM1MinpY
I.M1111111
Mr•wwnNII N
• . lMMMMM/
MMMIMMMMMMN'
QMQMMMMSSNIIN r
IMINNr1NMMMw/
�MMMNAM NNMaM//
MNSIIIIIMINKSISi
A!1MNMMMMNIM5M1'
NNMM►rI Mw Issas N►<Nms ilk
MMM.Mg \ Iwww MMM�!
111.011
/I M MMQMM/ �QQQMQ
/1IMNNMMM& 11
/4 MMMIIMMI MI 111 MO MR II NI! w
IMIMII QQMMQQ /
III WIN. /
tlilliIIM/
:eftIC'M .
MMN:.;t►r:I ont
4NMNNMM a.„,:M5/
RMMRMMM m ,
MQSM/Mr' 4114,
Q.�Ir �GtM AIN�iI'i,
�. AISSINMMM 1
141:::MIQQI Sa
csgRNwMM Mw MNMIM
�M■ wMMwMNNNIrNM►
_ '%Hh1111IIIM_ I.
__ MM M�MMM`S0'RIO11IIIQIMIN QQ����,`
• �JMr wRM MMMM1MMMM 01•110MNIMNNI
MIMIMN• ernixamNi liniiml es se MA1MMMQ�Q:M�M _isa
•miss /MNIRRM*. C
1111111111111111111k,,rellaamla••01116.
!11:I1I:IPith
\NM•wrMMllsiMIMMMINIMINiNw�� 7M M*AMMssMMMQmeM■■`
NSWNSMMMRMINMIR IMMM1MlAMMMRRRMMM
SI
1111111111101111111111111le
. •NMMMMMM irm MMMMMIMNN■ ■R
l�1M:1111M1 1pilli*NI11M11Me1
M 0RMMMMMMMw M111 , MMMMw N MMww MMS. 1
M►7.IMMMwIME0MMw*I M/11MMMMlMww MMNI �'
r11N<wain muRN MruwnM wMMMMMMr111
JQMNww MM10 wwwI MNMMISIIVV�/I1y
NMMMMwRi.MM• \eMMNMMNMMMRNS4110w.‘
MMMMMMwMNM_NI■MMM. U MMMMMMMMNSSLSSIl
MNNNNMMrrMN WMmis MNMNMMaraMMMww* r
\MMNNNMwwM MMMw\ VM/CIbIMMMMMli'
SNMNRbMMM wwMMMIII t`GN1111NNNMMwfI
NM w5M•MwwP!adpNok� ui MMwMI
• 1 wu _ satia� MRMQMMIr-
/I NMMMtipaciiii
N+ASMMM 11i1RNNINSINI. A ■Rr
W
0_
J
o
WLL.
O*
o cco3
a'VrMM_NAMNNQM.m*a. ai_NN_MMMMMNIMMwS
MAMRM u_Mr MNMMININN�MRMMMIMMMM
.I
M
to
MUMS 1111,11111111111111k
1
/1
1
w
/NQIMI imaNAQM
l:.asMMNNMMw r/
\
/
1
1
1
1
1
1
1
w
I N
ammaammais
g4T
NMMMNNNN��
•QMwM MMMMw
Muaauiu
11111111
II11MIss11SSS1
MM� ,111 NW Qw.111111 �
I SS
Q • MMr
C,111.trr
t
M
N
0
v
1
1
1
•
1111111:
MIMMMMMIMMM
011010.11
wMMMNNINMN
■MMMNRN_fl
/
1
r
—^N coo
i 7 I
OWL SWIN1Qr_MMMWSMjMM,IMMMMMtjiilluilliflJIPJ'
Q■MMNM__MNMMMM RMMKMNMUM/ MMNM1
iMI
m
i
f�
4NAMM
■QNM
QNMrIN■
NMR�QF
•� \ �`
` \ ` ` N.
/
\e
/
•
•
1
1w
/
1
1
/
•
•
•
/\
•
\ \
/
\\
\\
1r
\
\ Kett
\ I
I
•
•
•
•
•
\
\\
•
•
\A
,
•
\�
\ \ \
\• \
Vess
•
v•
•
•
•
•
•
•
•
•
•
•
•
•
00
•
CHANT
573 S/I
ROPO
159 S/I
r.
GRATING
FLOA..
g
7,
ci
EZ
u.
rea-
•
•
co
cc
cn
ii
ERV., LLC
tO
MOORAGI
erri
vt
o
r: UNION/I
col
K ESTATI
PLICANT: WATERMAI
EMOVI
DR VE
o
co
E:9-23-21
REFERENCI
Lu
LLI
a_
atO
ism
NE
ob
-J
cn
00
E,E,3
is, 0
0
c D
m =rwo
ro
mzocc
5.14 13-
Fz
0
rio
M
r� ..... ..ti .P «..
N
.-
ow
0
a 0
0w
a
PROPOSED
11
3
0
w
—
•
N
1
W
z
0
ID
aNt-
1
0
rW aD
V /
0
a_
0
n�
L_
•
m
DQ
0 Z
Moo
Z
Z Wa
R W O
Q (� J
H �
0
W Q
az
Rwit 0
x 0
N
w
a
SCALE: 1 /2"=1
En
CO
D
g
0
rr
N
W J
0m
0 H
0 CD
W 0
cn
QJJ�-
Li
J
0
0
0
0
a.
W
a
O
a
0
0
a
14.1
x o
*m
.ry
M W in
< 0
(n
11
0
a °-
W
a_
0
W
X
L
W
(/)
0
0_
0
1
1
1
1
W
a.
w
V)
CAI
0)
o
Li] o
om
a_
t
O b co
co
xz
Z
xoH
N I 0
LL
1
z
0
U
W
C1)
0
L-N
"'
W
(f)
0
a_
0
a_
4-
O
d-
REFERENCE
J
APPLICANT: WATERMARK ESTATE MGMNT SERV
0
rJ
0
0
N
Q
0
P0
co
N
DATE:9-23-2020
•
RII
(0
M
J
m
Z
RAMP & PIER
LEFT OUT OF THIS
VIEW FOR CLARITY
(7) PROPOSED 10"
STEEL PILES W/
I -BEAM FLOAT STOPS
PREVENTING FLOAT
FROM GROUNDING OUT
01"x6"STEEL
PIPE OR CHAIN
WEIGHTS
PROPOSED ELEVATION: E
SCALE: 1 /8"=1 '
05" FLOATATION
SEDIMENT
CONTAINMENT
CURTAIN
LAKE BOTTOM
TEMP. FLOATING SILT CONTAINMENT
PROJECT DESIGNED BY: -
Waferfronf Construction Inc,
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
SCALE: 1 /2"=1 '
HTL/OHWL = 11.65
01"x6" PIPE OR
CHAIN WEIGHTS
3' O/C
REFERENCE
#:
APPLICANT:
WATERMARK
ESTATE
MGMNT
SERV.,
LLC
PROPOSED:
REMOVE
FOR
VESSEL
&
REPLACE
&
SEA
EXISTING
MOORAGE
FLOATS
-PLANE
NEAR/AT:
UNION/HOOD
CANAL
SHEET:
8
OF:9
DWG#:18-32049-A1-8K
DATE:9-23-2020
3x3" SQUARE
ALUMINUM TUBE
SIMILAR TOP & BOTTOM
2x4" RECT. ALUMINUM TUBE
(DIAGONAL & PERPENDICULAR
LONGITUDINALS)
34'-3"
13'±
i
•
-11
•
1
i
1
20'-3"
10'
11
N
—10"±
—9"±
PROPOSED FLOAT FRAMING DETAIL
8' 4' 3' 2' 1 ' 0'
SCALE: 1/8"=1'
PROPOSED PIER MATERIAL LIST
8'
(7) PROPOSED 10" STEEL PILES
W/ (4) I —BEAM FLOAT STOPS
PREVENTING FLOAT FROM GROUNDING
(2) PROPOSED 2'x6'x20" FLOAT TUBS
(34) PROPOSED 2'x4'x20" FLOAT TUBS
OUTER FOOTPRINT
SEAFLEX ANCHOR RODES
PART
SPECS
TREATMENT
EXTERNAL
PILING
12"
STD
WALL STEEL
PIPE
EPDXY
COATED
CAP
BEAM
ASSY
in STEEL
BAR / W6x15
EPDXY
COATED
GRATING
FIBERGLASS
NONE
PIER
TUBING
ALUMINUM
NONE
HARDWARE
STEEL
STAINLESS
OR
HDG.
PROPOSED FLOAT MATERIAL SPECIFICATIONS
34'-3"
(8) LOCATIONS
SINS
i
_
2'-0 "
1
1xZ.1x7 �x7
2'rt74"
>.<
20'-3"
TOTAL AREA OF GRATING = 737 SF
AREA OF FUNCTIONAL GRATING = 422 SF
OR 57% OF TOTAL GRATING ON FLOATS
FLOAT TUB LAYOUT
SCALE: 1/8"=1'
NOTE:
SEAFLEX ANCHOR RODES IN (8) LOCATIONS
TO CONNECT BTWN FRAMING & 10" STEEL
PILING/I-BEAM FLOAT STOPS.
PROPOSED RAMP MATERIAL LIST
PART
SPECS
TREATMENT
GRATING
FIBERGLASS
NONE
RAMP
TUBING
ALUMINUM
NONE
HARDWARE
STEEL
STAINLESS
OR
HDG.
PART
SPECIFICATIONS
TREATMENT
PILING
10"
STD
WALL
STEEL
PIPE
EPDXY
COATED
FLOAT
STOPS
STD
STEEL
I
EPDXY
COATED
12"
—BEAM
FLOAT
NAILERS
ALUM.
SQ.
TUBE
NONE
FLOAT
TRUSS
FRAMING
ALUM.
RECT.
TUBE
NONE
FLOAT
FASCIA
1
x12"
COMPOSITE
FASCIA
NONE
FLOAT
GRATING
FIBERGLASS
NONE
HARDWARE
STEEL
STAINLESS
OR
HDG
PROJECT DESIGNED BY:
\'Uaiert r011t, (.oh 441 I111r ..
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
REFERENCE
APPLICANT: WATERMARK ESTATE MGMNT SERV., LLC
PROPOSED: REMOVE & REPLACE EXISTING FLOATS
FOR VESSEL & SEA —PLANE MOORAGE
SHEET 9 OF:9
NEAR/AT: UNION/HOOD CANAL
DATE. 9-23-2020
DWG#:18-32049—A1-9K
Ire f4cbtE's
HOOD CANAL
JOB
SITE
1(s Shop
VICINITY MAP/NO SCALE
ADJACENT OWNERS:
WATERMARK ESTATE MGMNT
10230 NE POINTS DR; STE
KIRKLAND, WA 98033-7897
WATERMARK ESTATE MGMNT
2 10230 NE POINTS DR; STE
KIRKLAND, WA 98033-7897
APPLICATION#:
SERV., LLC
200
SERV., LLC
200
AREA
REVISED
11-21-2020
TO INCLUDE CURBS ON
FIXED PIER & RAMP
LEGAL DESCRIPTION
SECTION: 33, T22N, R3W LAT: 47.348672 (47° 20' 55.2192" N)
TAXLOT #: 32233-50-00010 LONG: -123.071499 (1231 4' 17.3964" W)
SUNNY BEACH TR 5 EX 5-A & TAX 977 EX
AP/NO SCALE
PROJECT DESIGNED BY
Waterfront Con ,DTI 1r tin In,
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRfTTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
PROPOSED:MOORING
FLOAT
REPLCEMENT
PURPOSE:
MAINTAIN
DOCK/FLOAT
INTEGRITY
DATUM:
N.O.S.
MLLW=0.0'
18-32049-A2-1
H
DWG#:
APPLICANT: WATERMARK ESTATE MGMNT SERV., LLC
SITE ADD.
MAIL ADD.
PAGE: 1
6999 E STATE ROUTE 106; UNIT H
UNION, WA 98592
10230 NE POINTS DR; STE 200
KIRKLAND, WA 98033-7897
DATE: 9-23-2020
71
i2232-50-10035
' 32232-50-10002'
/
32232-50-10000
1
1
1
1
1
1
i
i
±2.27 ACRES
•
+6
•
•
.'' - -+-15.
ti
N
N
( L. �a
I 0.62 \ACRr \;
+-t-6
1
JOB SITE
WATERMAK EST MGMT SLRV LLC
6999 E STE ROUTE 108; UNIT H
UNION, WA 985�2
32�233-50-OOg 0
1
1
PATCHY EELGRASS
`' i. ^
-....,..` ��
•
•'-{
/
aeon
(") \ XISTING EXTER AL �"
CRE5SOTE TREATED MBER'
PILES TO` BE--REMOV D
EXISTING- FLOATIN_PIER'/ G.
TO BE REPLACED W//
FIXED PIER, RAMP
& FLOATS
HTL/OHWL
11.65'
•
WATERMARK EST MGMT SERV LL
69,99 E STATE ROUTE 106; SITE 1G
UNION, WA 98592
32233-50-00007
1
1
1
WATER
1
1
i
1
1
0.78 ACRES
WA ERMARK EST MGMT SERV LLC
699 E STATE ROUTE 106;,/SITE J
UNION, WA 98592
32233-50-00901
i
HEEL p�
EXISTING SITE PLAN
1
1
0.48 ACRESr'
233-50-0001 1
SHORELINE
1
1
1
--
0.65 ACRES _ - 12
ar
�r
1
0
+1
+2
\`
`+3
/
REVISED
11-21-2020
TO INCLUDE CURBS ON
FIXED PIER & RAMP
NOTE:
DIVE SURVEY CONTOURS PROVIDED
BY MARINE SURVEYS &
ASSESSMENTS 9/25/2018
i
I‘
EXISTING ADJACENT FLOATING
PIER & SEA -PLANE FLOAT TO
BE REPLACED UNDER
SEPARATE PERMIT
32233-50-00902
100' 50' 20' 0'
PROJECT DESIGNED BY:
\.A�!n� rf ronf, (o115truc-bioh i'1c
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
100'
SCALE: 1"=100'
1
0.89 ACRES
32233 50 OOC
T
32233-51'=0002
REFERENCE
#
APPLICANT:WATERMARK
ESTATE
MGMNT
SERV.,
LLC
PROPOSED:
DOCK/FLOAT
REPLCEMENT
NEAR/AT:
UNION/HOOD
CANAL
SHEET
2 OF:
9
9-23-2020
DWG#:18-32049—A2-2H
DATE:
Zj
`2232-50-10035
4232-50-10002'
�7
i r .
/ %°
32232-50-10000 :!
1
1
1
±2 27 ACRES
I
WATERMARK EST MGMT SERV LLB
6999 E STATE ROUTE 106; SITE 1G
UNION, WA 98592
32233-50-00007
1
1
1
1
WA TER
PROPOSED SITE PLAN
7
I 7
+-10
.
-a-
+4_wi
+5-- _I
\
•
o �~
PATCHY EELGRASS
�.-
1
\ \ \
\ \ \.-..
\ 1
\ \
•
✓/1
r�-
PR F QSED FLOATS Wi r ---'
(2) INTERNAL- & • (3)4.
EXTERNAL .10" STEEL iPILES
PROPOSED ALUMINUM' RAMP
PROPOSED FIXED PIE
W/ (6) 8" STEEL PILrS
HTL/OHWL
11.65'
JOB SITE
WATERMA K EST MGMT SRV LLC
6999 E S TE ROUTE 106; UNIT H
UNION, WA 985?2
321233-50-00g 0
1
0.78 ACRES
•
WA RMARK EST MGMT SER LLC
699 E STATE ROUTE 106;/SITE J
UNION, WA 98592
32233-50-00901'
i
I
i
1
1
SHORELINE
1
0.48 ACRES/
32 33-50-00611
1
1
1
1
1
• I
-'4
\
0.65 ACRES
32233-50-00902
100'
PROJECT DESIGNED BY:
Wah orr'rohb Loi s&uc blon
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
50' 20' 0'
SCALE: 1 "=100'
100'
��.
1
NOTE: 1
DIVE SURVEY CONTOURS PROVIDED
BY MARINE SURVEYS &
ASSESSMENTS 9/25/2018
REVISED
11-21-2020
TO INCLUDE CURBS ON
FIXED PIER & RAMP
EXISTING ADJACENT FLOATING
PIER & SEA -PLANE FLOA�f TO
BE REPLACED UNDER 1
SEPARATE PERMIT
1
1
1
tsalo
0.89 ACRES
32233-50-00012
---...__
32233--00023_.
REFERENCE
1/:
APPLICANT:
WATERMARK
ESTATE
MGMNT
SERV.,
LLC
PROPOSED:
DOCK/FLOAT
REPLCEMENT
SHEET:
3 OF:
9
NEAR/AT:
UNION/HOOD
CANAL
DATE:
9-23-2020
DWG//:18-32049-A2-3H
•� (Cr
�- -•.
iI -` \
\ \\
\ N.
oo-�
0
to
►ti
'tea •_
'—--- —.-
•••--,•_
— —
roes
1��
•
0
-w-y
cn
0
"
Santo
••r 1•••►
ti
1
— -►
— —
1
••••.
1 ,••••••
1
co
/
""
``� ��
\ -�
\
-
—0-
Y 1 ` --
O fY
0
0 are-
Z
�o
m
— —4
— —
N. sod
►.,
♦ .• .►.`•
•
• 1t :�
—e
.^•ac••n a►►.
•••••••• Pomo"
*ppm Mew
0
T
aco
•..• .•�•
•
t
N
•.w
\ \
1
1
i+• •��
ea"'ear.
r•
r
..w ---ersms
•
1
•
0
•
•
•
•
r' —
1
T
/1
r
Sr
to
/ s
���/ a
ra
kEi
0
•
N
•
w
m
00
az
'O 1
�w
0
Zctisi
_�
xw
w Q
/
/
/
1 ti
N
•
•
APPLICANT
0
0
O
0
0
LAJ
V)
a
0
cc
a
NJ-
1
0)
0
P0
W
0
0
SHEET: 4
DATE:9-23-2020
r^ •
'
LL
V]
CO LL
N�
T v '
II N
w
O
II
O W
O Q •
W 0
Ce O
Li
o W
V)
CC Q
w =
O)
w Q
O O-
z
U)
X
W
V1
N
r
0
LL
z
U)
0
00
aco
•
'i
O o
33z
c3ZLE
cO _�D
-�®oz
>€o
o &w3U
w o0
�-w�
o Uo3
w re
U
0 boo
-co o
CCj_U F
W
W
m0
W
�O X
EH
RI 0
\ Q
r-
CD CD LAa3
Zz U
FT( EL
W IJi. g
{
ti
et n4\AS
l
1
,
,
,
0
0
0
Q 0
U
Z Z
2
W c, 0
� J
W
m
w)F-Z
v) I
ww
X
sW��,�j�;��,��j�
kAA4
i���i�k
at**sft
�1,���ji���i���i�i�:;ids
tOSsWit
Si%1W
-r-iwt
et,.o,i3
4# e•-s4
aka*
V•ir \44
�`�vll�`��`
fren*.
/ 4). n4.
m)M4(
.*./
4a4.
•
J
0
CC
w
CO cn
I= W
C7
0 Z
V)
W
▪ cn
t
0
gt CC
0 Q
000
N
w,^
u /
(0
r—
J
0
S
c
r-
J
0
(f )
X
W
w
N
w
0
(0
N
N
1
1
1
1
-J
cn
=
W
0
l=
0)Q
NI-
NI
0
RV__ I
E: UNION/I
ro
I
m
0
LA
� ti
O
LOAT REPI
1—
i
Q)
Y
IX
Q
c
0N
m
E
W
APPLICANT: WATI
N
N
rn
w
REFERENCI
w
Q
0
(n
S
• '\
N.
�.e..._
---
1
r.
0) war --- •�.
— -- N ... .�.,.
1
_••••• d
.•••••
•••ti
— „are
ears.
r `-
226.3 Sr]
784.5 S/F
(
oo
N
v)v)
Ot0
co
POSED PIER
ROPOSED RAMP
PROPOSED FLOATS
TOTAL PROPOSED FOOTPRINT
LESS RAMP OVERI
o
et
a.
a_
` .ear '-•' tee"
cn
>-
cc
a_
8 FOR DETAILS)
0)
w
Z_
o
wm
H
30
1
44.
W0 It
rW
O O a_
ct
a_ w whj
••••••••.
u)
N.
N.
`---• \
\ \
\ N.
N.
t V /
co LA
- J
oo
a_ W
0 Et
W W
0�
a_
0 o
— e
a_
N
•
1
1
'i V • 1,
:. . .11
,y • •
... • d ►
: ' ♦►: •• ` y'
pfle
•• " , J
. •' - ,� . tars. _. .✓
. Y^ .....
^LO
L. ..... e.... ..... ....«
\ \
\
\
N.
\
Nroe
M~
-
__�.-_
.—.
e •
0
T
✓--
dui
s'
� ...C. 0)
tj00'
.) w w
z
z�
z
w1. En
Ww
cc
M A
m
a
N
0
•••—i
1 �0'e
ate\
,`
(.0 •
sOf ,1/4'
00.0
i
e
V)
0
N
II
0
0
w
Q
cn
H
Li
RV., LLC
M ENT
t0
0)
gzt-
re)
col
I
0
R/Ai : UNION/I
SI
MGMNT
0
o
D.
w
K ES1
a)
(0
FE:9-23-2020
D: DOCK/FI
LICANT: WATI
Z
PROPOSI
W
cc
W.
v)
Ls
Li.'a_
_
¢
et
ET CHANGE
co
N
Lc)
rei
+221
O
`-
+
1
+
I-
2
I
PROPOSED
00
4
N
Ls-
t7
to
Nit"
N
r
' •
N
r
NN
o
L.L.L-
a_
u_
N
1293 S/I
z
I/S 0
0 S/I
i=
( I
W
[ FLOATS
GRATING
U
Z
W
M
d
0
W
z
0
00
c0
All
to
00
ict z
a)
0
w
z w N
w LiJ
L.L. is'
=
01" x6" STEEL
PIPE OR CHAIN
WEIGHTS
2x8"
CURB
ALUM.
TUBE
BOLTED TO
ANGLE W/
HDG THRU
BOLTS
PROPOSED
SPACER
HTL/OHWL
11.65'
05" FLOATATION
8-1"
I.xt. \K. k
u u u u
PROPOSED RAMP SECTION C C
NOTE: STRUCTURAL MEMBERS SAME AS FIXED PIER BELOW.
SCALE: 1 /2"=1'
2x4" RECT
(DIAGONAL & PERPENDICULAR
3x3" SQUARE
ALUMINUM TUBE
ALUMINUM TUBE
LONGITUDINALS)
PROPOSED
GRATING
8-1"
Wits edatestaNsteattAls4e.W�'_�!��► Veaetit •it. �►!i e_�� ...-. ►S!&S%!_�� � ws �.t...... &.s ..... ��_e_..
is.
3x5" RECT.
ALUMINUM TUBE
2'-3"±
SEDIMENT
CONTAINMENT
CURTAIN
LAKE BOTTOM
PROPOSED FIXED PIER
SECTION D D
2' 1 6 0
2'
SCALE: 1 /2"=1'
1x12"
FASCIA
4x5x4" ANGLE
BRACKET
W6x15 CAP
BEAM ASSEMBLY
V1 /4" <TYP
N 5/16"\TYP
8" STEEL PILES
••••;* t ::**.to.....♦+ _ -+t - + � ♦ t * t a +.: ++T i t + .
♦ ♦ ♦ ♦ ++ ie + C. 1
�►+♦ ♦♦♦• ♦ +. # . 4 • • . t+
•
• ++ ♦ ♦. ♦ • +#+# t♦ .#,.+:4 #tr♦ ♦ .......
1
4
♦ ♦ ♦$s4%t:t4*.tii4%.m s ♦ +i
: . • • • t , . • • ••• • ••••4
,k # • . ..s . t Iv* : • , 9
e• • ♦ • ♦ ♦♦ :•;4: r♦♦♦ •S.♦♦♦♦♦♦♦♦♦t
• • • • : v :it
. . . . . d
. .44: • . 44. . . :.
PAW • tZt " . •
X • :3 * t
•• ♦+♦�+♦ + +♦ + #+ ♦ • +♦ •♦ ♦♦♦♦ ♦♦♦+♦♦+4
► ♦ +1 ++ # ♦+ + + ♦♦#• + +♦++ •+ +4
♦ +...♦ - #�+ ++ +♦ ♦ S+a .s + ♦ ♦ +' ♦ •♦ .a a s 4
A1/4� : ♦4 _ �/ • +.���\t4 + 4 4 i+# 4 4 4 #+ t sk G /*',/ ./
Q\/ z*`. / ' ./L\ \i/
01 "x6" PIPE OR
CHAIN WEIGHTS
3 0/C
TEMP. FLOATING SILT CONTAINMFNT FENCE
2' 1' 6" 0'
2'
PROJECT DESIGNED BY:
Water I «AiL Lon - `uc Lion Inc
THIS DOCUMENT IS PROPRIETARY PROPERTY OF WATERFRONT
CONSTRUCTION INC., AND IS NOT TO BE USED, IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT WITHOUT THE WRfTTEN
AUTHORIZATION OF WATERFRONT CONSTRUCTION INC.
SCALE: 1 /2"=1
f
REVISED
11-21-2020
TO INCLUDE CURBS ON
FIXED PIER & RAMP
REFERENCE
#:
APPLICANT:
WATERMARK
ESTATE
MGMNT
SERV.,
LLC
PROPOSED:
DOCK/FLOAT
REPLCEMENT
NEAR/AT:
UNION/HOOD
CANAL
SHEET:
8
OF:
9
DWG#:18-32049-A2-8H
DATE.
9-23-2020
EATMENT
NONE
ESS OR HDG.
z
0
TR
STAINLI
LASS
STEEL
D
FIBERG
M
D
PART
0
RAMP TUBING
HARDWARI
QZ
J
CC
W
w
a.
0
0
0
a
i=�I
GALVANIZED
GALVANIZED
w
W
STAINLESS OR HDG.
0
0
tl
LL
Z
Z
SPECS
w
1" STEEL BAR / W6x15
LASS
E STEEL
EEL PIPI
8" STD WALL ST
D
FIBERG
M
Q
0
CAP BEAM ASSY
GRATING
ER TUBING
HARDWAR
Z
a.
avt
N
M
SCALE: 3/16"=1'
z
oa
COa
:tk3
U
W CC
0
D
U 0
Z X
OE
F-
1
3
LL
N
N
II
U
LL.
O
TOTAL AREA
ICE #:
MGMNT SERV., LLC
M ENT
IOOD CANAL
1-Al-9H
J
a
W
IT: WATERMARK ESTATI
D: DOCK/FLOAT RI
U)
rn
O
rn
2
1-23-21
Z
PROPOSI
w
LL
W
:3
a
a
a
Q
z
O
U
W
J
CC
W
1-
0
J
LL
0
0
0
a
N� I
W
W
STAINLESS OR l
z
z
O
O
z
z
IFICATIONS J TRI
SS
FASCI
Li
FIBERGI A_
W
103 ..Z
PART
IA I
RATING
W
Q
0
W
LOAT I
Q
WENT
0
Id
W
NONE
N
Z
Z
a
J
O
Z
Q
0
v,
z
IPE
W
m
ALUM. SQ. TUI
Ti
10" SIU WALL STI
0
F
U
EI
LOAT TRUSS FRAMING ALUM. I
cc
Zia
V)
1
NG
FLOAT HAILERS
a
EL
a k
r
•
r
•
•
•
•
•
•