HomeMy WebLinkAboutSEP2017-00047 Bridge - SEP Determinations - 8/3/2017 MASON COUNTY
Department of Community Services
Planning Division
615 W Alder St, Shelton, WA 98584
o;$N
(360)427-9670
MITIGATED
DETERMINATION OF NONSIGNIFICANCE
(WAC 197-11-350)
SEP2017-00047
Description of Proposal: BRIDGE OVER CREEK(BLD2017-00731)
Proponent: JOHN & KAREN NELSON
Site Address (If Assigned): E STATE ROUTE 302 BELFAIR
Directions to Site: HWY 3 NORTH, CONT ON E STATE ROUTE 302 TO SITE
Parcel Number: 122162400080
Legal Description: TR 8 OF GOVT LOT 2
Lead Agency: Mason County
The Lead Agency for this proposal has determined that it does not have a probable significant adverse
impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW
43.21 C.030(2)(c). This decision was made after review of a completed Environmental Checklist and other
information on file with the Lead Agency. This information is available to the public upon request.
MITIGATED MEASURES ARE ATTACHED.
Please contact Ron Buckholt at ext. 287 with any questions. This DNS is issued under WAC 197-11-350.
The Lead Agency will not act on this proposal for 14 days from the date shown below, when the
determination is final. Comments must be submitted to Community Services Department, 615 W Alder St,
Shelton WA 98584 by 8/17/2017. Appeal of this determination must be filed within a 14-day period
following this final determination date, per Mason County Code Chapter 15.11 Appeals.
Authorized Local Government Official Date
SEP2017-00047 Page 1 of 2
MASON COUNTY
Department of Community Services
Planning Division
615 W Alder St, Shelton, WA 98584
so,$ (360)427-9670
MITIGATED
DETERMINATION OF NONSIGNIFICANCE
(WAC 197-11-350)
SEP2017-00047
CONDITIONS OF THIS DETERMINATION
1) Applicant shall obtain an issued Hydraulic Project Approval (HPA), reference No. 5868,
from the Washington State Department of Fish and Wildlife prior to the commencement of
any work.
2) Removal of vegetation shall be minimized. Any areas disturbed during the course of
developoment shall be restored with native vegetation in order to prevent erosion and other
environmental impacts.
3) Silt fencing and associated BMPs shall be used to control any potential run-off during the
course of development.
SEP2017-00047 Page 2 of 2
a
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
PO Box 47775 -Olympia, Washington 98504-7775 •(360)407-6300
711 for Washington Relay Service •Persons with a speech disability can call 877-833-6341
August 17, 2017
Mr.Ron Buckholt
Mason County
Department of Community Development
Planning Division
PO Box 279
Shelton, WA 98584
Dear Mr. Buckholt:
Thank you for the opportunity to comment on the mitigated determination of nonsignificance for
the Nelson Single Family Residence Development Project(SEP2017-00047&BLD2017-00731)
located on East SR 302 in Belfair as proposed by John and Karen Nelson. The Department of
Ecology(Ecology)reviewed the environmental checklist and has the following comment(s):
WATER RESOURCES: Vicki Cline(360)407-0278
Any ground water withdrawals in excess of 5,000 gallons per day or for the irrigation of
more than one-half acre of lawn or noncommercial garden, requires a water right permit from
Ecology.
All water wells shall be constructed in accordance with the provisions of Chapter 173-160
WAC by a driller licensed in the State of Washington. Well reports must be submitted to
Ecology within 30 days after completion of a well.
All water wells that may be drilled must be a minimum of 100 feet from any known,
suspected,or potential source of contamination. Wells shall not be located within 1,000 feet
of a solid waste landfill. WAC 173-160-171(1)The proposed water well shall be located
where it is not subject to ponding and is not in the floodway, except as provided in Chapter
86.16 RCW. (2)It shall be protected from a one hundred year flood and from any surface or
subsurface drainage capable of impairing the quality of the ground water supply.
The Growth Management Act(RCW 19.27.097)requires an applicant to submit evidence of
an adequate water supply before a building permit can be issued for any building requiring
potable water.
WATER QUALITY: Chris Montague-Breakwell(360)407-6364
The following construction activities require coverage under the Construction Stormwater
General Permit:
Mr.Ron Buckholt
August 17, 2017
Page 2
1. Clearing, grading and/or excavation that results in the disturbance of one or more
acres and discharges stormwater to surface waters of the State; and
2. Clearing, grading and/or excavation on sites smaller than one acre that are part of a
larger common plan of development or sale, if the common plan of development or
sale will ultimately disturb one acre or more and discharge stormwater to surface
waters of the State.
a) This includes forest practices(including,but not limited to, class IV conversions)
that are part of a construction activity that will result in the disturbance of one or
more acres, and discharge to surface waters of the State; and
3. Any size construction activity discharging stormwater to waters of the State that
Ecology:
a) Determines to be a significant contributor of pollutants to waters of the State of
Washington.
b) Reasonably expects to cause a violation of any water quality standard.
If there are known soil/ground water contaminants present on-site, additional information
(including, but not limited to:temporary erosion and sediment control plans; stormwater
pollution prevention plan; list of known contaminants with concentrations and depths found;
a site map depicting the sample location(s); and additional studies/reports regarding
contaminant(s))will be required to be submitted.
You may apply online or obtain an application from Ecology's website at:
http://www.ecy.wa.gov/progains/wg/stormwater/construction/-Application. Construction
site operators must apply for a permit at least 60 days prior to discharging stormwater from
construction activities and must submit it on or before the date of the first public notice.
Ecology's comments are based upon information provided by the lead agency. As such,they
may not constitute an exhaustive list of the various authorizations that must be obtained or legal
requirements that must be fulfilled in order to carry out the proposed action.
If you have any questions or would like to respond to these comments,please contact the
appropriate reviewing staff listed above.
Department of Ecology
Southwest Regional Office
(SM:17-4124)
cc: Vicki Cline, WR
Chris Montague-Breakwell, WQ
John and Karen Nelson (Proponents)
RECEIVED
JUL 31 2017
61g W Alder Street
JOHN AND KAREN NELSON
MASON COUNTY PARCEL # 12216-24-00080
PROPERTY LOCATED AT MILEPOST 2. 1 ON
WSDOT SR302
RESIDENTIAL SINGLE LANE BRIDGE PERMIT
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SEPA CHECKLIST
$385 - Single Family (Mason County Permit Center Use)
$630 - Non-Single Family 0 to 9.99 Acr s SEP Z0 17 - 60 0 y 1
$755 -10 to 20 Acres RC E I V E D
$945 - Over 20 Acres Date Rcvd:
$2,525 + 70/hr - EIS (DS) JUL 31 2017 PN: 17,? I(* "' Z`( —OdbBo
615 W.Alder Street
Purpose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the
environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be
prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of
this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or
avoid impacts from the proposal) and to help the agency decide whether an EIS is required.
Instructions for Applicants:
Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are
significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or
give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be
able to answer the questions from your own observations or project plans without the need to hire experts. If you really
do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply".
Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer
these questions if you can. If you have problems, the governmental agencies can assist you.
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.
There is a fee required, for the processing of the checklist, see above for the appropriate fee. Please make your check
payable to"Mason County Treasurer".
A. BACKGROUND
1. Name of proposed project: John and Karen Nelson single family residence development of land
2. Name of applicant: John and Karen Nelson
Property owner: John and Karen Nelson
3. Applicant mailing address: 2011 Drummond Dr NW, Giq Harbor, WA 98332
Applicant phone numbers: home 253.853.4517, cell_360.509.3563, work 253.432.5041
4. Date checklist prepared: 7/28/2016
5. Agency requesting checklist: WDFW-HPA bridge crossing,and_WSDOT-SR302 Driveway Permit
Mason County SEPA Checklist I
6. Proposed timing or schedule (including phasing, if applicable):
Fall of 2017 - Bridge installation, HW SR302 access paving, and driveway,
Spring of 2018 - Electrical power drop, Building construction, well installation and sewer tie-in
7. Do you have any plans for future expansion, or further activity related to or connected with this proposal? If yes,
explain.
This fall the bridge and driveway are scheduled to be built, next year power, water, sewer and
the house would be built.
8. List any environmental information you know about that has been prepared, or will be prepared, directly related to
this proposal.
We will have a registered biologist prepare documentation on creek and surrounding creek
bank vegetation type.
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.
WDFW - HPA
11. Give a 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.)
Paved access off of SR302 through WSDOT, single lane steel bridge with pre-cast concrete
footings, 12 ft wide gravel driveway, new well, tie-in to county sewer system, power drop from
overhead power pole located adjacent to property, and a new 2000 to 2500 sf house.
12. What is the 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 1 .5 acre lot is Mason County Parcel #12216-24-00080, located at approximately milepost
2.1 of HW SR302, Latitude 47.39689, longitude -122.8194
A portion of Govt Lot 3 (SE 1/4 NW NW 1/4) and a portion of Govt Lot 3 (NE 1/4 SW 1/4)
Mason County Washington
Mason County SEPA Checklist 2
B. ENVIRONMENTAL ELEMENTS
1. EARTH:
a. General description of the site (circle one . Flat, r ling, hilly, steep slopes, mountainous, other(explain).
Eastern portion of lot is about elev 2 and slopes down (approximately 500 ft) to top of
shore bank at elevation 18 ft
b. What is the steepest slope on the site (approximate percent slope)?
Approximately 2.5 %
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 prime farmland.
Top 6" is generally a peat (decomposing leaves, branches,
etc). Soils are generally a clayey gravel, gravel-sand-silt
mixtures.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
No
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of
fill.
The only fill will be for the driveway which is approximately 300 ft long. The driveway will be
12 ft wide and consist of 3/4" base course as the drive surface. All top soil in driveway
footprint will be pushed to the side of the driveway for future on-site use
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Very minor if any. BMPs will be used to control any potential runoff, and given the loose
top soil, infiltration is expected to be high.
g. About what percent of the site will be covered with impervious surfaces after project constructions (for
example, asphalt or buildings)?
Property is 1.56 acres (67,953.6 sf). Assume house is 2500 sf, garage is 1500 sf:
4000/67954 = 5.9%
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
Silt fencing will be used around all disturbed areas during construction. Swales will
run on both sides of driveway to promote infiltration.
2. AIR:
a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood
smoke) during construction and when the project is completed? If any, generally describe and give
approximate quantities, if known.
This project is for construction of a new home with driveway, driveway will
use poorly graded 3/4" gravel to minimize dust and maximize infiltration.
b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe.
No.
Mason County SEPA Checklist 3
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
N/A
3 WATER:
a. Surface:
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, unnamed creek crosses on east side of property. West side of property is the North
end of Case Inlet.
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.
The new Bridge will span across the creek, however, all disturbed areas will be above
OHWM. The front of the new home (or any above ground feature) will be approximately
100 ft from east shoreline
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.
N/A
4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and
approximate quantities if known.
N/A
5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
No.
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:
1) Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description,
purpose, and approximate quantities, if known.
New well will be installed, welll drilling permit already obained and should be on file
Mason County SEPA Checklist 4
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.
N/A
c. Water runoff(including storm water):
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 flow into other waters?
It is assumed based on soil type that stormwater will primarily be infiltrated as currently
2) Could waste materials enter ground or surface waters: If so, generally describe.
Sediment could enter creek.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
BMP's will include silt fencing to ensure no sediment or runoff
enters creek.
4. PLANTS:
a. Check or circle types of vegetation found on the site:
X deciduous tree: alder, maple, aspen, other
X evergreen tree: fir, cedar, pine, other
X shrubs
X grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
X water plants: water lily, eelgrass, milfoil, other
X other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
Maples, salmonberrier, sword ferns, stinging nettle
Mason County SEPA Checklist 5
c. List threatened or endangered species known to be on or near the site.
N/A
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site,
if any:
Yes, propose to plant evergreens along along shoreline and other native shoreline plants
with the assistance of Mason County Conservation District recommendations
5. ANIMALS
a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the
site:
Birds: hawk, heron, eagle, songbirds, other Ospreys, Ducks and geese,
Mammals: deer bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
b. List any threatened or endangered species known to be on or near the site.
No.
c. Is the site part of a migration route? If so, explain.
CO (Coho Salmon), SRCT (Sea Run cutthroat) may use creek now barrier has been
removed
d. Proposed measures to preserve or enhance wildlife, if any:
Enhance natural shoreline vegetation,
6. ENERGY AND NATURAL RESOURCES:
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.
steel bridge with pre-cast concrete footings
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:
N/A for the Bridge and driveway, will be evaluating solar and wind energy alternatives
Mason County SEPA Checklist 6
7. ENVIRONMENTAL HEALTH:
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.
No.
1) Describe special emergency services that might be required.
N/A
2) Proposed measures to reduce or control environmental health hazards, if any:
NIA
b. Noise.
1) What types of noise exist in the area that may affect your project (for example: traffic, equipment,
operation, other)?
HW SR302 is adjacient to the property, road noise is high
2) What types and levels of noise would be created by or associated with the project on a short-term or a
long-term basis (for example: traffic, construction, operation, other)? Indicate what hour's noise would
come from the site.
Short term noise may include equipment noise while installing the bridge and
driveway
3) Proposed measures to reduce or control noise impacts, if any:
N/A
8. LAND AND SHORELINE USE:
a. What is the current use of the site and adjacent properties?
Properties on both sides are residential and used for single family living
b. Has the site been used for agriculture? If so, describe.
No
c. Describe any structures on the site.
There is one storage shed (no power) which was part of older
property when property was a 4 acre lot
d. Will any structures be demolished? If so, what? No
Mason County SEPA Checklist 7
e. What is the current zoning classification of the site? Residential
f. What is the current comprehensive plan designation of the site? Residential
g. If applicable, what is the current Shoreline Master Program designation of the site? Mason County
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
No.
2
i. Approximately how many people would reside or work in the completed project? _
1. Approximately how many people would the completed project displace? _ 0
k. Proposed measures to avoid or reduce displacement impacts, if any:
N/A
I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans:
The lot is a residential parcel and will have a home built on it.
9. HOUSING:
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income
housing. 1 , middle income housing
b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income
housing. 0
c. Proposed measures to reduce or control housing impacts, if any:
None
10. AESTHETICS:
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior
building material(s) proposed?
When built, the house is anticipated to be less than 30 ft
b. What views in the immediate vicinity would be altered or obstructed?
None
c. Proposed measures to reduce or control aesthetic impacts, if any:
N/A
Mason County SEPA Checklist 8
11. LIGHT AND GLARE
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
Light from residences,
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No.
c. What existing off-site sources of light or glare may affect your proposal:
None
d. Proposed measures to reduce or control light and glare impacts, if any:
Currently there are no trees along the shoreline. Planting of native trees along shoreline is
planed with consultation with Mason County Conservation District on recommended
plantings
12. RECREATION:
a. What designated and informal recreational opportunities are in the immediate vicinity?
N/A
b. Would the proposed project displace any existing recreational uses? If so, describe.
No.
c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
N,,A
13. HISTORIC AND CULTURAL PRESERVATION:
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known
to be on or next to the site? If so, generally describe.
No
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance
known to be on or next to the site.
N/A
c. Proposed measures to reduce or control impacts, if any:
N/A
Mason County SEPA Checklist 9
14. TRANSPORTATION:
a. Identify public streets and highways serving the site and describe proposed access to the existing street
system. Show on site plans, if any.
Milepost 2.1 WSDOT SR302
b. Is site currently served by public transit? If not,what is the approximate distance to the existing street system?
Show on site plans, if any.
Town of Allyn, approximately 2 miles away
c. How many parking spaces would the completed project have? How many would the project eliminate?
NIA
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including
driveways? If so, generally describe (indicate whether public or private).
None
e. Will the project use (or occur in the vicinity of)water, rail, or air transportation? If so, generally describe.
N/A
f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur. Working from home 1 to 2 days per week
g. Proposed measures to reduce or control transportation impacts, if any:
2, leaving 6:30am-7:30am, 4:00pm-6:00pm
15. PUBLIC SERVICES:
a. Would the project result in an increased need for public service (for example: fire protection, police protection,
health care, schools, other)? If so, generally describe: Fire protection, sheriff protection
b. Proposed measures to reduce or control direct impacts on public services, if any:
N/A
16. UTILITIES:
a. Circle utilities currently available at the site: electricity natural gas, water, refuse service telephone
sanitary sewer, septic system, other:
b. 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 that might be needed.
Electric power drop from existing pole, new well (well drilling permit obtained 2016), Sewer
hookup, evaluating solar and wind power
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. �A
Applicant Signature:' `,'� Date: 3
Mason County SEPA Checklist 10
ESA LISTED SALMONIDS CHECKLIST
This worksheet was designed to help project proponents, and government agencies, identify when a project needs
further analysis regarding adverse effects on ESA (Endangered Species Act) listed salmonids. Salmonids are salmon,
trout and chars, e.g. bull trout. For our purposes, "ESA Listed Salmonids" is defined as fish species listed as
endangered, threatened or being considered for listing.
If ESA listed species are present or ever were present in the watershed where your project will be located, your project
has the potential for affecting them, and you need to comply with the ESA. The questions in this section will help
determine if the ESA listings will impact your project.
The Fish Program Manager at the appropriate Department of Fish and Wildlife (DFW) regional office can
provide information for the following two questions.
1. Are ESA listed salmonids currently present in the watershed in which your project will be located?
YES X NO Please describe.
2. Has there ever been an ESA listed salmonid stock present in this watershed?
YES X NO Uncertain Please describe.
If you answered "yes" to either of the above questions, you should complete the
remainder of this checklist.
PROJECT SPECIFICES: The questions in this section are specific to the project and vicinity.
1. Name of watershed: Unnamed Creek
2. Name of nearest waterbody: North Case Inlet
3. What is the distance from this project to the nearest body of water: N/A, bridge over creek Often a buffer
between the project and a stream can reduce the chance of a negative impact to fish.
4. What is the current land use between the project and the potentially affected water body (parking lots, farmland,
etc.)? Land was part of residence located next door. Land owner divided lot during their sale
of their home
5. Is the project above a:
natural permanent barrier(waterfall) YES NO X
natural temporary barrier(beaver pond) YES_ NO X
man-made barrier(culvert, dam) YES_ NO X
• other(explain):
6. If yes, are there any resident salmonid populations above the blockage?
YES NO X Don't know
7. What percent of the project will be impervious surface (including pavement& roof area)? 5'9
Mason County SEPA Checklist 1 1
FISH MIGRATION: The following questions will help determine if this project could interfere with migration of adult
and juvenile fish. Both increases and decreases in water flows can affect fish migration.
1. Does the project require the withdrawal of:
a. Surface water? YES NO X
Amount
Name of surface water body
b. Ground water? YES NO X
Amount
From where
Depth of well
2. Will any water be rerouted: YES_ NO X
If yes, will this require a channel change?
3. Will there be retention or detention ponds? YES NO X
If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface
water body? If to a surface waterbody, please give the name of the waterbody.
YES_ NO
4. Will this project require the building of new roads? YES X NO_ NOT A ROAD BUT DRIVEWAY
Increased road mileage may affect the timing of water reaching a stream and may impact fish habitat.
5. Are culverts proposed as part of this project? YES_ NO
6. Will topography changes affect the duration/direction of runoff flows? YES_ NO X
If yes, describe the changes.
7. Will the project involve any reduction of the floodway or floodplain by filling or other partial blockage of flows?
YES_ NO X
If yes, how will the loss of flood storage be mitigated by your project?
WATER QUALITY: The following questions will help determine if this project could adversely impact water quality.
Such impacts can cause problems for listed species.
Water quality can be made worse by runoff from impervious surfaces, altering water temperature, discharging
contaminants, etc.
1. Do you know of any problems with water quality, in any of the streams, within this watershed?
YES_ NO X If yes, describe.
Mason County SEPA Checklist 12
2. Will your project either reduce or increase shade along or over a waterbody?
YES X NO_ If yes, describe.
Removal of shading vegetation or the building of structures such as docks or floats often results in a change in
shade.
The 15 ft long x 12 ft wide bridge will create shade over a portion of the
creek.
3. Will the project increase nutrient loading or have the potential to increase nutrient loading or contaminants
(fertilizers, other waste discharges, or runoff) to the waterbody? If yes, describe.
YES _ NO X
4. Will turbidity be increased because of construction of the project or during operation of the project?
YES NO X
In-water or near water work will often increase turbidity.
5. Will your project require long-term maintenance, i.e. bridge cleaning, highway salting, and chemical sprays for
vegetation management, clearing of parking lots?
YES_ NO X If yes, please describe.
VEGETATION: The following questions are designed to determine if the project will affect riparian vegetation,
thereby, adversely impacting salmon.
1. Will the project involve the removal of any vegetation from the stream banks..
YES X NO
If yes, please describe the existing conditions, and the amount and type of vegetation to be removed.
Only small verns, salmon berries, alders, maples
2. If any vegetation is removed, do you plan to re-plant?
YES X NO_ If yes, what types of plants will you use?
Replanting will only be performed where disturbed area is outside
the bridge footprint and new driveway. It is anticipated that only
verns will be replanted.
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.
Applicant Signature: Date: 7/'s 17
Mason County SEPA Checklist 13
PLAN N t N G: �~� CFNE12A1 S'1'ItUC'I'URr1LHOTES .
GENERAL
ALL SETBACKS ARE MEASURED ( THIS BRIDGE CONFOR,NIS TO TI-IF ASSHTO LEDS BRIDGE DESIGN STANDARD SPECIFICATIONS FOR
FROM THE FURTHEST 1 HIGHWAY BRIDGES AND WSDOT BRIDGE DESIGN MANUAL M23-50.16. ALL OSHA AND
WASHINGTON L&I REGULATIONS SHALL BE COMPLIED WITH DUKING CONSTRUCTION.
PROJECTION OF THE BUILDING —" ��+/ OZ DESIGN LOADS
d , AO� .7 DESIGN LIVE LOAD = I-IL-93(72KIP PLUS IMPACT LOAD)
/ S DESIGN MAXIMUM LANE MOMENT = 114.4 KIP-FT
DESIGN DEAD LOAD =0.64KTP/LF
vE DESIGN LOAD ON SILL = 56.2 KIPS
MAXIMUM DEFLECTION = 0.0171N<_ L/800
FOUNFATIONS
Op NATIVE SOIL BEARING PRESURE IS LIMITED T03000 PSF FOR GM SOILTYPE USING UNIFIED SOIL
r s $Z f CLASSIFICATION SYSTEM. BOTTOM OF ALL FOOTINGS TO BEAR ON NATIVE,INORGANIC
a UNDISTURBED SOIL A MINUMIM OF 1.0 FT BELOW THE EXISTING GRADE ON SELECT,
PLA1���TING COMPACTED,STRUCTURAL PILL COMPACTED TO APPROXIMATELY 90%MAX1Uiv[UM DENSITY.
PRECAS'P CONCRETE
ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONSTRUCTION TO BE IN
i
O ACCORDANCE WffH AC1318"PART 2-STANDARDS FOR TEST AND MATERIALS"."PART 3-
CONSTRUCTION REQIEMEN'fS","AND CHAPTER l6-PRECAST CONCRETE".
9Z
REIENFORCEMENT
ALL STEEL REBARS SHALL CONFORM TO ASTM A615 GRADE 60. ON-SITE WELDING INCLUDE
-Ile STRINGER PLATES WELDED TO THE FOOTING PLATES AND,SPOT WELDING THE DECKING TO THE
GRIDERS.ALL WELDS SHALL USE E70XX ELECTRODES. MINIMUM REBAR CLEARANCE SHALL
BE 2'/-"CLEAR(CLR)FROM FOOTING EDGES.
RECEIVED STRUCTURAL STEEL
STRUCTURAL SHAPES,MISC.CONNECTION PLATES,ANGLES SHALL CONFORM TO ASTM A583
WEATHING STEEL,Fv=50 KSI. STEEL IS TO BE ERECTED IN ACCORDANCE WITH RISC"CODE OF
JUL 31 2 ': 1 D STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". BOLTS:ASTM A325 HIGH
2 STRENGTI I BOLTS(H.S.B.). ALL BOLTS AND ANCHORS SHALL BE HOT DIPPED GALVANIZED
ti FINISH.ANCHOR BOLTS TO BE SNUG TIGHT ON FIXED END,FINGER TIGHT ON EXPANSION END
�A� E�x 615 -,-Alder Str, STEEL DECK
— Z STEEL SHAL CONFORM TO ASTM Al OI 1,Fv=45 KSI MINIMUM. DECK UNITS SHALL BE 12"X4%'X 9
GAGE BRIDGE PLANT MANUFACTURERED BY CONYTECH CONSTRUCTION PRODUCTS INC.
0z
or a WOOD
SAWN LUMBER: DRIVE LANE PLANTS-NO.2 AND BETTER DOULAS FIR-LARCHI-TREATED
320 /
me
---------
).93 �
Project Location @ (3)26.38,(300)3.35 00 603
approximate milepost Zl
2.1 WSDOT SR302 ! v '
300 25 I '�� ,
330 20 i F� • (o f
(300)0.00 _
(3)24.91,!
(106)20.((9
(101)331.7
(119)0.00 )
(3)23.26(302)0.00 Site Vicinity Map, Site
I
15 �G Location, and General
101 20 I
335 Structural Notes
5 10 5,/
)337.00, 106
6)0.00 �
15
snn _N4 A Q,"IV 3 /
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i
Detail 1
B e Course Ne 3" HMA (Asphalt) R/V
8'-8-
100-yr Flooc
Bank Full Width of 8'-8 2" @ 100-yr Event n - 1 .4 ft del
t-1 5'-0"
�i Creek Substraite
i
It
II
I!
ild
I�
DRAWINGS
Detail 1 WSDOT SR302 20 ft R/W
WSDOT 4"-6" HMA
B e Course Ne 3" HMA (Asphalt) R/W asement-\ 20'-0"
10'-01,
Base Course
8'-8—
Bank Full Wiidth of 8'-8 2" @ 100-yr Event 100-yr Flood Event @ 33 cfs,
n = 1.4 ft depth
15'-0"
Creek Substraite
-o' IV t
I ,.,i
CALCULATIONS
Mason County Bridge Permit
Design Bridge for Nelson Creek on WSDOT SR302
Given: Proposed bridge will be approximately 40 ft south of WSDOT culvert 991522 @ Milepost 2.1 SR302
Un-named creek,tributary to North Bay,WRIA#15
Creek hydraulics calculated using USGS Steamstat with Basin drainage area of 0.22 square miles and PK500-yr of 44 cfs
Top of bank span aproximately 12 ft,with left bank(east bank)slope 1 H:2V,right bank slope 1 H:1 V
Creek depth from top of left bank approximately 3 ft above channel invert,right bank approximately 4 ft above invert
Creek bank full width is 7.5 ft with OHWM being approximately.5 ft above channel invert
Assumptions: First try using a W12x35 beam for main girders
1 Define Dead Loads and Materials to be used
Item Wt/If Quantity Unit Total Wt Unit
Girders W12x35 35 56 LF 1960 1960 LBS
Girder cross ties W12x14 14 15 LF 210 210 LBS
:enter cross support W12x14 14 3.5 LF 49 49 LBS
ailing support beams W12x14 14 9 LF 126 126 LBS
Railing support posts W4x13 13 30 LF 390 390 LBS I ? Z
Contech 9 gauge decking 168 SF 168 1611 LBS _-
Gravel material gravel outside drive lane 0.7 CY 0.7 2352 LBS 3960 !
Gravel Plate on outside of perimeter pl to hold gravel 58 SF 58 211 LBS
decking(5"x3/16 pl) 91►p] � ��
Railing timber 4"x4" railing timber 60 LF 60 258 LBS
Drive planks(4"02") drive lane 32 LF 32 437 LBS
Dead Load 5644 LBS
0.40 KIP/If
Use 0.64 kip/If as Dead Load 0.64 KIP/If
Web Flange
Beam Quanity Lc Lv Mr Wt Obs) Area(in A21 D tw width thickness I in A 41 Sx in A:
W 12x40 7.2 11.5 143 40 11.8 11.94 0.295 8.045 0.575 310 51.9
W12x35 56 5.9 9.1 125 35 10.3 12.5 0.3 6.56 0.52 285 45.6
W 12x30 5.8 7.8 106 30 8.79 12.34 0.26 6.52 0.44 238 38.6
W12x26 5.8 6.7 92 26 7.65 12.22 0.26 6.49 0.38 204 33.4
W12x14 27.5 14 4.16 11.91 0.2 3.97 0.225 88.6 14.9
Contech Bridge decking used will be 12"x4 1/4"decking panels,9 gauge 9.59 0.149 8.62 3.65
rated for open span of 53"to meet HS20 Loading and a clear span of 45
to meet HS25 Loading,hot dip galv black 45ksi steel
2 Determine Moment and Shear
The values in the attached table were generated usint the HL-93 live loading specified in AASHTO LRFD Article 3.6.1.2 for one lane. The
moments provided unclude theh dynamic load alloweance(IM). The location at which the maxiumum monent occurs is also given.The
shears/reaction provided are given with and without(IM).
Moment Shear
Span location M(LL+IM) MDR V(LL) V(LL+IM) VDT
14 0.429 186.4 0.0 47.3 61.5 0.3
15 0.433 205 0.0 48.1 62.4 0.3
16 0.439 223.8 0.0 48.9 63.3 0.3
This is the total moment for the HL-93 loading including impact load. Now evaluate each beam of the bridge
Determine impact loading I=50/span+125<0.30= 0.36 >0.3 use 0.3
Moment Shear
Span location M LL+IM M^, V L( L+IM) Ya VV„
15 0.5 205 11.3 62.4 0.3 62.7
Look at Inner Beam for each wheel lane load
Live Load Distribution Factors for Interior Beams/Girders End Shear AASHTO 3.23.1
DF=S/5.5 if S 5 6' S=3.25 ft span between beams
DF= 0.65 use 0.5 for single lane loading
DF= 0.5
The maximum moment in the 4 beams will be on the inside beams,multiply moment by Distribution Factor(DF)
Divide Total Moment by 2 wheel lanes then multiply for DF to evaluate inside beam
Moment Shear
Girder eval/wheel lane Span location M LL+IM Mn. V L( L+IM) VOL
Inner Beam 15 0.50 51.25 2.83 15.60 0.08
Outer Beam 15 0.50 51.25 2.8 7.80 0.04
Inner Beam governs
Results for 15 ft span M.>1.3[MDL+1.67ML11+1l]Inner beam 114.9 KIP-ft/inner beam
V„>1.3[•DL+1.67VL!1+1!]Inner beam 34.0 KIP
Outer bearr 114.9 KIP-ft/inner beam
Outer beam 17.0 KIP
Reaction at Abutments= 51.0 KIP
3 Use AISC Manual of Steel Construction Allowable Stress Design, Ninth Edition to check beam capacity
Check allowable Stress
Sx=M/Fb Where Sx=elastic section modulus,X-X axis,in^3
M=beam resisting monument 114.9 kip-ft/beam
Fb=0.66 Fy =0.66'50 ksi= 33 ksi
Sx= 41.80 in^3
Using the allowable stress design selection table in Steel Construction Allowable Stress Design
For 50 ksi steel,beam size that meets S x of 41.80 in^3 (see page 2-12 AISC 9th edition)
Recommended Beam W14x30 Sx=42.0 in^3
Beam used W12x35 S.=45.6 in^3,which is>than 41.52 in"3 OK!
Check Allowable Moment in Beams(AISC,page 2-146-2-211)
M= 114.9 kip-ft,unbraced length will be 1.0 ft since decking will be welded to all 4 beams every 1 ft O.C.
using Allowable Moments in Beams(C,,=1, FY=50 ksi]. beam selected:W12x35
Check allowable deflection in bridge
ALL=324Pt/EI„(L^3-555L+4,780)at mid span for simple span(truck loading only)
Where: L=span length,ft
E=elastic modulus of steel, ksi
I,=sum of short term composite moments of interia of all girders in the cross section, in^4
Pt=sum of the weigths of the truck front wheels,kips
L= 15 ft
E= 29,000 ksi
I = 1140 in^4
Pt= 10.4 kip,including impact loading
ALL=-0.017 Check against non-ped bridge: <U800 = 0.019 OK!
4 Check soil conditions and allowable bearing pressure
From visual inspection of soils in area of proposed bridge,the soil is well graded gravel with some fines(GW classification using Unified Soil
Classifiaction(USCS criteria)). GW soils generally have an allowable bearing pressure in excess of 4 to 6 tons/sf,use 3 tons/sf for allowable soil bearing
Allowable soil bearing pressure=3,000 PSF(reference BOR Design of samll dam,p.614 table C-1 Suggested allowable bearing values for
footings of structures appurtenant to small dams.
Maximum load on each abutment using V(LL+IM) 51.0 KIPS
Footing
Location Size CY Wt(KIPS) Area sf Soil Reaction(bearina pressure Load on the Soil
East(Landward)side abutmE14'long x 2.5'wide x 1'thick 1.6 5.25 35 105 KIPS >> 56.2 KIPS
West side abutment: 14'long x 2.5'wide x 1'thick 1.6 5.25 35 105 KIPS >> 56.2 KIPS
WSDOT AND ASSHTO LIVE MOMENT,
SHEARS, AND REACTIONS FOR SIMPLE
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Property Survey
1
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CALL.POS. 9 BLA
EXfIIBIT MAP f6
A PORTION OF OOV'T LOT 2(SE 114 NW 114)
AND A PORTION OF GOV'T LOT 3(10:114 SW 114) I FCl Tu f?m Fbv7 E R-
SEC. 16, 722N,RI W, W.X L/'n)c -ice G trO"--S N
MASON COUNTY, WASHL GiTON. PA R e E L i
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L13 S13.46'46'E •49.76' N
L74 S20'OT38'E 44.93' M
A WELL L15 S11'39'OS'E 41.6T N
• CALCULATED POSffION 7 L16 S11'41'02'E 10.29 p
00r QUARTER CORNER L L17 N34'19'11'V 112.39
9 FOUND AS NOTED OHMER JEANEM MOORE 8 th
2M E STATE R0kM 302 ! DR LAND SURVEYING
M. co
WA.98528 a 16
350-275.5130 PROFESSIONAL LAND SURVEYING
$QUIPMENT AND PROCEDURE: MMdr SNIDER
222 SE SER RD
FN0 oNR
CONVENTIONAL FIELD TRAVERSE USING A SOMA SET SC FN0 BRASS
TOTAL STATION THIS SURVEY MEETS OR EXCEEDS THOSE 21 SHELTON WA
380427-83992 5 a
ACCURACY STANDARDS AS SET FORTH IN WAC 332-130A90. CAP(1N12)
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WSDOT HIGHWAY ACCESS CONNECTION
PERMIT
i
Receiptdw r', z
Washington State ` ``e ' t Number max:
. ..
ro Department of Transportation Re r------
eceived From Date 711511 (sg
treet Address
t State Zip Code 911� 1
y c.,1", a,/e �
iyment Made By: Amount
In In
Cash
Check, Draft, or Warrant Number ❑ Money Order Number
"ayment Of (Explanation):
kcce
J. S Yz- `3 C) ;k KP 0 rv� 0 voa_5 nt, 0 L,V
Title r _T
SC I
Accounting Information
�ustomer Number Work / Job Number Fund Revenue Source Amount
)rm 133-105
evised 02/2009 CUSTOMER COPY See Reverse Side for Ir
Washington State T� Department of Transportation Application A Ilcation for Access Connection Permit
Managed Access Highways Only
' Not for use within an Incorporated City or Town
Address of Parcel(s)to be served City State Zip
no address,approximate SR 302 KpN 302 mile post 2.1 Belfair wa 98332
State Route Mile Post County Primary Tax Parcel Number
302 2.1 Mason 12216-24-00080
Subdivision or Short Plat Name Lot# Gov.Lot# Additional Parcel Numbers(if applicable)
3
Public Land Survey System(PLSS)
NE 1/4 of the SW 1/4 of Section 16 Township 22 N,Range 1 J E X W
Access will be used to serve(describe ultimate access use):
Residential Driveway
Is this an existing access? Yes X No If Yes,what year was it established?
Is this,or will this be, a joint use connection? Yes X No If Yes how many parcels?
Does this access meet intersection Corner Clearance*criteria?7 Yes No Unknown (If no, a Deviation or Design Exception
may be required)
What is the estimated Average Weekday Vehicle Trip Ends (AWDVTE)**that will use this access? 35
*WAC458-52-040 6 **A trip end occurs each time a vehicle either enters the state highway or leaves the state highway.
Category I-Minimum Connection
_J Field (Agricultural), Forest Lands, Utility Operation and Maintenance($50)
X Each Residential Dwelling Unit(up to 10 units)utilizing a single connection point($50each)
Other,with 100 AWDVTE or less ($500)
Fee per additional connection point($50)
Category II-Minor Connection D Less than 1,000 AWDVTE($1,000)
1,000 to 1,500 AWDVTE($1,500)
Fee per additional connection point($250)
Category III- Major Connection 1,500 to 2,500 AWDVTE ($2,500)
Over 2,500 AWDVTE ($4,000)
Fee per additional connection point($1,000)
Category IV-Temporary Connection ID Base Fee per connection ($100)
Nonrefundable fees per the schedule above shall be paid by check or money order made payable to the"Washington State
Department of Transportation"to cover the actual direct and related indirect costs incurred by the Department in the application
processing, review, and inspection of the work related to this access connection, as allowed by WAC468-51-070.Additional fees may
be charged if the costs exceed the base fees. Fees being submitted with this application are: $50,00
ican t n ormation
Property Owner Information ppOf ent from p p
ert.y owner)
Property Owner Name(Required) Business Name(if applicable
John and Karen Nelson
Mailing Address Mailing Address
2011 Drummond Dr NW
City State Zip City State Zip
Gig Harbor WA 198332
Telephone Telephone
2538534717
Email Email
john.nelson@hdrinc.com
Print Name Print Name
John D. Nelson
Print Title Print Title
Civil Engineer/Project Manager
Signature Date Signature Date
7-12-16
DOT Form 224-694
Revised 10/2015
To help expedite the processing of this access connection permit, please provide the following
information on separate sheets:
1. Site plan showing ultimate development of site.
2. Show proposed access location.
a. Show property lines.
b. Show the closest distance of the intersections and accesses on both sides of the highway
including access to/from any adjacent driveways.
c. Show wetlands, if any, in the vicinity of the proposed access location.
3. Land use restriction, or stipulations, if any, and agency involved.
4. Hydraulic Report or Stormwater Plan may be required for commercial and multiple residences.
5. Landscape Plan, if applicable.
6. If this is a shared use access, provide:
a. Number of other users.
b. Name and address of all users.
c. Any recorded easements or other legal documents authorizing use, if applicable.
7. Name, email address, and telephone number of the local government representative responsible for
processing the development's approval, if applicable.
8. Traffic Control Plan, if required.
Other General Access Connection Information and Potential Additional Document
Requirements:
1. The Permit Holder shall be responsible for obtaining all necessary Federal, State, and Local Permits
including, but not limited to, Washington State Department of Ecology, Washington State Department
of Fish and Wildlife, Washington State Department of Natural Resources, and U.S. Army Corps of
Engineers permits or other approvals required prior to beginning any of the work. Copies of such permits
shall be provided to the Department office issuing the permit, if requested.
2. To ensure proper compliance with all terms and conditions, a surety amount in the form of a Bond,
Assignment of Escrow, Certificate of Deposit, Irrevocable Letter of Credit, Check or Money Order may be
required by the Department. If a bond is provided, it shall be written by a surety company authorized to
do business in the State of Washington.
3. Generally, the Department requires that no direct access to the state highway be provided if the property
has access to another public road. RCW 47.50.010(3)(b); WAC 468-51-030(1)]. Per WAC 468-51-060,
the Department encourages adjacent properties to obtain a joint use permit for an access connection to
a common point.
4. No work is authorized on the state highway right of way until a permit is approved and fully executed by
the Department. RCW 47.32.150. If the Permit Applicant is not the property owner, the property owner's
signature is required before the permit application will be processed.
5. Permit holder is responsible for maintaining the access connection and related appurtenances between
the state highway edge of shoulder and the state highway right-of-way line, including but not limited to,
maintaining sight distance as only authorized by the Department, cleaning of culverts, etc.
6. If the parcel(s) served by this permit do not abut the state highway, it is the Permit Holder's responsibility
to ensure that all necessary legal documentation, e.g. access easements, are obtained that provide the
parcel(s) to be served by this permit the legal right to have a continuous right of access between this
parcel(s) and the state highway. The Permit Holder shall provide these documents to the Department.
WAC 468-51-030(2).
DOT Form 224-694
Revised 10/2015
CREEK HYDRAULICS
Washington
StreamStats Print Page
Explanation
GlobalWatershedPoint
JIL
Gaging Station.Continuous Record
f 10 � �` .� 'Low Flow,Partial Record
A Peak Flow,Partial Record
Y _
Peak and Low Flow,Partial Record
Stage Only
t Low Flow,Partial Record,Stage
_. _ . •' �Miscellaneous Record
•Unknown
OGlobalWatersh ad
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Basin Characteristics Ungaged Site Report
Date: Wed Aug 3, 2016 5:14:21 PM GMT-7
Study Area: Washington
NAD 1983 Latitude: 47.3975 ( 47 23 51)
NAD 1983 Longitude: -122.8137 (-122 48 50)
Label Value Units Definition
DRNAREA 0.22 square miles-11 Area that drains to a point on a stream
RELIEF undefined feet Maximum - minimum elevation
ELEVMAX undefined feet Maximum basin elevation
MINBELEV undefined feet Minimum basin elevation
ELEV 257 feet Mean Basin Elevation
CANOPY_PCT 71.6--- I percent Percentage of drainage area covered by canopy as described in OK
IF' SIR 2009_5267
PRECIP 57.1 11 inches 71 Mean Annual Precipitation
FSLOP30:30M undefined percent Percent area with slopes greater than 30 percent from 30-meter
IFDEM.
BSLDEM30M undefined 11 percent Mean basin slope computed from 30 m DEM
NFSL30 undefinedpercent North-Facing-
orth-Facin Slopes Greater Than 30 Percent
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Washington
Streamstats Ungaged Site Report
Date:Tue Jun 2 2015 12:22:01 Mountain Daylight Time
Site Location:Washington
NAD27 Latitude:47.3972(47 23 50)
NAD27 Longitude:-122.8136(-122 48 49)
NAD83 Latitude:47.3970(47 23 49)
NAD83 Longitude:-122.8148(-122 48 53)
Drainage Area:0.22 mil
Peak-Flow Basin Characteristics
00%Region 2(0.22 mil)
egression Eq
Parameter It
Ruation Valid Rang
Min Max
Drainage Area(square miles 0 22 0.0 302
Mean Annual Precipitation(inches) 57.1� 17
eak-Flow Streamflow Statistics
Equivalent �90-Percent Prediction Interva
tatisti tandard Error(percent years of
record Minimum Maximum
PK2 10.7 56
PK10 19.8 53 F
PK25 24.8 53 F
PK50 294
PK100 33.1 54���
PK500 E==E==L==
3"x12N16' fir plank B 9" x 3" 5 Gauge (0.209" thick)
Steel Decking W4x14 Railing supports
4" x 4" Fir r A
3" x 12" Standard board
0
Lod
4x13 beams
W12x14 Cross suppo s (typ)
o
12 x 35 GirdersYp)(t 31-011 31-6
12'-0" 14'-0"
F-01 0 0
0 0
0 0
o
1' 0" 3'-3" 1'-- -9"
3'-3"
W12x22 beams
12'-0"
6'-6" 6'-6" Detail 2 Stingers W12x35 beams
Section A CA
let,
- -
Bridge Plan g ' ` �o
i sT ti� 4
CA) •�+ ,Q
c,`T� 0- � , � '_
r. C 1, 7'
5
Detail 3
#4 Stirrups @ 1'
4 #5 Rebar 8" O.C., top & bottom O.0 except both
ends @ 8" O.C.. W12 x 22 w/ coped top and bottom as required
PI 1" x 10" x 8" w/ 1 16" holes,
^ 1" dia x 3" bolt
°
°
°
Detail 2 Structural steel
1"x TAM thread Drill 1 16
2
0 42-1
X Mki, k
" hole in flange
1'6'— 2'•3^— p•p^ 1•6.--
,,•o, - PI 2" x 8" x 16" w/ long slotted holes (1 16" x 2 2")
8" 3^ 23"-� 1'-4" I_ PI 8" 6 2" around perimeter
2•-6- �2 I of ste I bridge
Detail 3 �-
2 Neoprene bearing pad w/duro rating of 50 2
--I
8"
2" -i-
Concrete Abutment (2) Details ��� .�
� PI 2 x 8 x 16 w/ 1 1/16 dia A.R.S. as shown
Detail 1
x
��f
� �` �
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MASON COUNTY DCD SEPA Contact List
�
Sent SEPA 7n I - Oc"I to (check all that apply) on 1-7
Skokomish Tribal Nation, Nat. Res.Dept. WA Department of Ecology
ATTN: Randy Lumper Environmental Review Section
N 541 Tribal Center Rd., Skokomish Nation, 98584 PO BOX 47703, Olympia, 98504-7703
rlumper@skokomish.org separegister@ecy.wa.gov
Skokomish Tribal Historic Preservation Officer WA Department of Commerce
ATTN: Kris Miller reviewteam@commerce.wa.gov
80 N Tribal Center Rd,Skokomish Nation, 98584
shlanayl@skokomish.org U.S.Army Corps of Engineers
SEPA Reviewer-Jason Sweeney
Quinault Indian Nation PO Box C-3755,Seattle, 98124
ATTN: Mark Mobbs Jason.t.sweeney@usace.army.mil
PO Box 189,Tahola,98587
mmobbs@quinault.org WA Dept.of Fish and Wildlife
SEPAdesk@dfw.wa.gov
Squaxin Tribal Nation, Natural Res. Dept.
2952 SE Old Olympic HWY,Shelton 98584 WA Dept.of Fish and Wildlife
jdickison@squaxin.us ATTN: Joshua Benton(360)602-0364
emarbet@squaxin.us (Habitat Biologist-Hood Canal Watershed)
szaniewski@squaxin.us 450 Port Orchard Blvd, Suite 290
sneil@squaxin.us Port Orchard,WA 98366
joshua.Benton@dfw.wa.gov
The Confederated Tribe of the Chehalis
ATTN: SEPA Reviewer-Glen Connelly
420 Howanut Rd.,Oakville,98568 WA Dept. of Fish and Wildlife
gconnelly@chehalistribe.org ATTN: Margie Bigelow
(Habitat Biologist-S Puget Sound Watershed)
WA DNR,South Puget Sound Region 2391 W Deegan Rd.,Shelton, 98574
950 Farman Avenue N, Enumclaw, 98022-9282 margaret.bigelow@dfw.wa.gov
southpuget.region@dnr.wa.gov
WA Dept.of Transportation
WA DNR,Aquatic Resources ATTN: Dale Severson
PO BOX 47027, Olympia, 98504-7027 P.O. Box 47440, Olympia 98504-7440
and@dnr.wa.gov OR-SEPA-REVIEW@wsdot.wa.gov
WA DNR,SEPA Center City of Shelton
ATTN: External Coordinator ATTN:Jason Dose
PO BOX 47015,Olympia, 98504-7015 525 West Cota St., Shelton 98584
sepacenter@dnr.wa.gov jasond@ci.shelton.wa.us
Olympic Region Clean Air Agency Port of Shelton
ATTN:Aaron Manley ATTN: Brandon Palmer
2940-B Limited Ln. NW, Olympia.98502 21 West Sanderson Way, Shelton 98584
aaron.manley@orcaa.org BrandonP@portofshelton.com
Mason County Transit Office of Archaeology&Historic Preservation
ATTN: Mike Oliver ATTN: Lance Wollwage
PO Box 1880, Shelton,98584 P.O. Box 48343,Olympia, 98504-8343
moliver@masontransit.org Lance.Wollwage@dahp.wa.gov
Mason County PUD#1 Tacoma Public Utilities-Real Property Services
ATTN: Steve Taylor ATTN: Dave Letterman
N 21971 Hwy 101,Shelton, 98584 3628 S 35th St,Tacoma, 98409-3192
sntaylor@mason-pudl.org dletterm@cityoftacoma.org
Mason Cty P.W.ATTN:
Mason Cty E.H.ATTN: Other: ZQ11 n/'(AMMO>I ��
School District: 6l� I'1A2P� �jA 9673sZ
Mason Cty Bldg ATTN: Agent:
MC DCD last updated on 11/8/2016 Applicant: To &f <C/j