HomeMy WebLinkAboutSHX2019-00030 Repair and Maintenance - SHX Permit / Conditions - 9/11/2019 Mason County
Planning Division of Community Development
615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.masonma.us
SHX2019-00030 SHORELINE EXEMPTION
REPAIR r r1AlufFnlAt�dC
PROJECT DESCRIPTION: 38FT OF 3 MAN GRANITE ROCK WITH ISSUED: 09/11/2019
DRAINAGE BEHIND,4CY OF PLANTING SOIL, 7CY OF BEACH
NOURISHMENT COBBLE AND GRAVEL EXPIRES: 09/05/2020
SITE ADDRESS: 241 E NELSON RD ALLYN
PARCEL: 122294400050
APPLICANT: MICHAEL A SOUTHERLAND ET UX OWNER: MICHAEL A SOUTHERLAND ET UX
EILEEN K KRONQUIST EILEEN K KRONQUIST
ALLYN,WA 98524-9717 ALLYN,WA 98524-9717
1 hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions of an othe rs rstate/local law regulating construction or the performance of construction.
Issued By: AaMl //J /
p
Contractor or Authorized Agent: Date:
Printed by:Ron Buckholt on:09/1112019 09:06 AM Page 1 of 1
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RECEIVED:
MASON COUNTY
COMMUNITY SERVICES
jBuilding,Planning,Environmental Health,Community Health
/ 615 W.Alder St.—Bldg.8,Shelton,Wa 98584
Phone:(360)427-9670 ext.352 ♦ Fax:(360)427-7798 PERMIT NO.: \ /1 6011_eob3b
SHORELINE PERMIT APPLICATION
SHORELINE PERMITS
CONDITIONAL USE* SUBSTANTIAL DEVELOPMENT
VARIANCE* EXEMPTION X
The Washington State Shoreline Management Act (RCW 90.58) requires that substantial developments within designated
shorelines of the state comply with its administrative procedures (WAC 173-14) and the provisions of the Mason County
Shoreline Management Master Program. The purpose of this Act and local program is to protect the state's shoreline
resources. The program requires that substantial development (any development of which the total cost or fair market
value exceeds $7,047.00 or materially interferes with the normal public use of the water or shorelines of the State be
reviewed with the goals, polices, and performance standards established in the Master Program.
Answer all questions completely. Attach any additional information that may further describe the proposed development.
Incomplete applications will be returned.
*Shoreline Variances and Conditional uses require public hearings and have additional pages that shall be
attached to this application.
APPLICANT: Mike Southerland and Eileen Kronquist,represented by Katrinka Hibler at Mason Conservation District
ADDRESS: 241 E Nelson Road
(street)
Allyn WA 98524
(city) (state) (zip)
TELEPHONE: 360-731-3958
(home) (business)
AUTHORIZED REPRESENTATIVE: Katrinka Hibler,Mason Conservation District
ADDRESS: 450 W Business Park Rd
(street)
Shelton WA 98584
(city) (state) (zip)
TELEPHONE: 360-427-0157 x 117
PROPERTY DESCRIPTION:
General location (include property address, water body and associated wetlands—identify the name of the shoreline):
Rev. March 1, 2018
This property is located a 241 E Nelson Road in Allyn. This property is located on Case Inlet.
Include all parcel numbers: Projects located in open water areas, away from land shall provide latitude/longitude.
12229-44-00050
OWNERSHIP- Contract
Applicant X Owner Lessee Purchaser (Identify) Other
Owner: Mike Southerland and Eileen Kronquist
241 E Nelson Road, Allyn, WA 98524
(street) (city) (state) (zip)
DEVELOPMENT DESCRIPTON:
Development proposal(identify and describe the proposed project, including the type of materials to be used, construction
methods, principle dimensions, and other pertinent information):
This project is a permit modification for a repair. The project includes bank protection of approximately
50 feet of the bank with a combination of large rock already existing on site and plantable geo ex I e
bags filled with gravel or planting soil. Materials required: 8 3-man rocks, 315 Flex MSE bags, 13 cubic
yards of gravel and soil combined.
Existing Use (identify current use of property with exist improvements):
The property is residential.
Reason for requesting development:
In October of 2018 the bulkhead on this property was removed in an effort to restore the natural
shoreline. a project was successful In restoring the upper beach thata een covered due o
the fill behind the bulkhead however, the bank has continued to erode due to underground freshwater
seeps. I his repair project, alms to maintain the location ot the current toe o s ope which Is now above
the ordinary high water mark.
The applicant shall provide, at a minimum, the following information:
a. SITE PLAN -drawn to scale and including:
i. The boundary of the parcel(s)of land upon which the development is proposed;
ii. The ordinary high water mark (OHWM). This may be an approximate location provided, that for
any development where a determination of consistency with the applicable regulations requires a
precise location of the OHWM the mark shall be located precisely and the biological and
hydrological basis for the location as indicated on the plans shall be included in the development
plan.Where the OHWM is neither adjacent to or within the boundary of the project, the plan shall
indicate the distance and direction to the nearest OHWM of a shoreline;
iii. Where appropriate, the proposed land contours using five-foot intervals in water area and ten-foot
intervals on areas landward of OHWM, if development involves grading, cutting,filling, or other
alteration of land contours;
iv. The dimensions and location of existing structures which will be maintained;
V. The dimensions and locations of proposed structures; parking and landscaping;
vi. The location of proposed utilities, such as sewer, septic tanks and drain fields,water, gas and
electricity;
vii. The location, source, composition, and volume of fill material;
viii. The location, composition and volume of any extracted materials, and proposed disposal area;
b. CROSS SECTION, drawn to scale including:
i. The existing ground elevations;
ii. The proposed ground elevations;
iii. The location and height of existing structures;
iv. The location and height of proposed structures;
V. The OHWM.
c. VICINITY MAP, including:
i. The location of subject parcel using natural points of reference(roads, state highways, prominent
landmarks, etc.).
ii. If the development involves the removal of any soils by dredging or otherwise, identify the
proposed disposal site on the map. If disposal site is beyond the confines of the vicinity map,
provide another vicinity map showing the precise location of the disposal site and its distance to
nearest city or town.
iii. On the map, or separately, give a brief narrative description of the vicinity of the proposed project
including identification of the adjacent uses, structures and improvements, intensity of
development and physical characteristics.
d. ADJACENT LANDOWNERS. Provide names and mailing addresses of all real property owners
within 300 feet of property line boundaries where development is proposed.
ACKOWLEDGEMENT:
hereby declare, to the best of my knowledge and belief,the forgoing information and all attached information is true and
correct.
9-9-19
(Applicant or Authorized Representative) (date)
Publication Cost Agreement
Publication cost is the responsibility of the applicant.Final permit processing will not occur until advertising fees have
been paid to the newspaper by the applicant. The Shelton-Mason County Journal will bill the applicant directly.
I/WE understand that I/WE must sign and date the attached acknowledgment indicating and that I/WE understand that
is MY/OUR responsibility.I/WE must submit the signed page as part of application in order for it to be considered a s
complete.
Signature of Property Owner Date Print Name
OR
Signature of Applicant Date Print Name
Project Description:
This adaptive management project Is In response to a bulkhead removal project that was completed in October of 2015.When the bulkhead t",PIK. Z
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was removed seeps were exposed and the saturated soils eroded more quickly than predicted.The result is an upper beach with prime forage O
fish spawning habitat.The proposed adaptive management project will use-8 large anchor rocks remaining from the original project along the r z ❑~ U)
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section of eroding bank with the highest face 1-4 feet).FIexMSE geotextile bags filled with gravel or planting soil will be used to protect the
remaining exposed eroding bank.The project also includes placement of excavated soils as beach nourishment material,beach access stairs
constructed with FIexMSE bags and surfaced with slate pavers,and drainage improvements behind the rock seat wall on the slope above the beach.The flaxMSE bags will be planted with shoreline vegetation.
The vicinity is characterized by residential shoreline properties with single family homes. 1 y • r
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Extreme wave mn-up elevation of 20.7 feet is based on 50 year wind,50 year extreme water level,and 2 ft of sea level rise at a MHHW of 14.2 e •' R
feet. Alt C 9 N
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Tidal Datum Elevations: ;� E N
MLLW:0.00'
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MTL:8.1' w, s 7r�1 R cL
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MHW: 13.3 _
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MHHW: 14.2' �
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OHW: 15.7' °-
Location of Utilities
Mason Conservation District does not make any representation to the existence or CL a
non-exisfance of any public and or private buried or overhead utilities.Where utilities are Pro e ct Site Aerial Image '� o
shown on the tlrawing,their location,depth and or height are approximate.The exact v
location,depth and or height shall be determined by the responsible utility.Any construction Source Mason County CIS a a F
and or O&M activites within me utility easement shall be in compliance with the utility's N
requirements.Call Utility at 1(800)424-5555 at least two business days before excavating, C_ m w Z
as required by Washington State Law. N W O
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Project Location
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Project Location Map Project Site Aerial Image
Source:Mason County GIS Online,https://gis.m.mason.wa.usfmasoN R %
Source:Google Earth Pro,June 2017 image
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Existing Rock °' N N
-'" Existing Rock Move for use
Move for use at toe of bank
at toe of bank Place material excavated for toe rock placement here o
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Original bulkhead and boat ramp location E M
These structures have been removed y 3
Remove remnant footings that remain. J T
See Stair Cross section sta. rossg oGon Dispose of off site in permitted location. C e a
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/ Use existing large rock for toe wall from rootwad towards north w20ft Q
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h� ntegrate 40 linear feet of Flex MSE above rock and in front of e R o
"' r fIower bank. wall height 2 to 4 feet .0 y o
Existing rock seat wall o // W --
Pull forward and install drain rock = / C N
and 4" perforated pipe behind y X 2
Install outlet onto rootwad to south
Place geotextile and 3" of pea gravel Rock
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below seat rocks before replacing.' on a i
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1 I' Existing Large Rock
Move for use at toe of bank
Move log to lean behind rootwad Place excavated material from V Y 2 Y
and toe rock toe rock placement at o
transition from root wad to rock
for beach nourishment. }a
4-
in
x
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W
0 10 20
n Feet L =
Notes: in
J This project to include:bank toe protection using approximately 8-3 man rocks 0
lalready existing on site and soil filled vegetated geotextile bags,installation of
drain rock and pipe behind existing seat wall and new bank toe protection,beach y
Install Flex MSE nourishment at north end using excavated material and gravel and vegetated soil 3 e
Length 11 feet Height 5.5 feet u n filled geotextile bags to transition from the neighboring bulkhead to the consolidate R911
from face of neighboring bulkhead to meet curve till site soils at the south end of the shoreline. s i_0-0 1
in bank. Backflll with drain rock.
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20 — _ _ — Extreme High 18.9'
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— — — — — — — — — — —Q[dmagLHi911VY"U5.T _ 0 �
15 Place excavated notl t
toe rock placement for beach nourishment.
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Berm Cross Section E oe a
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Stairs created with 3 Flex MSE bags
placed parallel and lengthwise into
the slope. Backfill with pea gravel Y Y
Steps surfaced will large slate pavers o 0
20
Extreme High 18.9' _u
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Original bulkhead location g �'
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Ordinary High Water 15.7' d r
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Stair Cross Section t= j a
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FIexMSE bags keyed in at base of slope. First two rows filled with pea gravel. o m 46
20 Remaining bags filled with planting soil and planted. Filled gravel bags used M D �°
perpendicular to the wall to fill bank cavities. u)
— — — — — — — — — — — — — — — — — t = _,_ 18.9'— —
Original bulkhead location
N
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Ordinary High Water 15.7' y o
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North Center Cross Section
F,.t IM N Q
C d N
25 Move existing seat rocks and install
geotextile, drainrock, and pipe behind. Flex MSE bags installed against the slope and backfilled d C
Replace seat wall. with planting soil. Existing large rock used for toe protection. >_ N
Perforated drain pipe behind wall with daylighted outlet. o
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20 Extreme High 18.9' Q w
— — — — — — — — — — — — — — — — N —
f—Original bulkhead location s
Ordinary High Water 15.7'— — — m in
15 — — — — — � N N
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Toe Rock Cross Section E Y 5
20 0
Extreme Hj_qh 18.9-— — a
FIexMSE bags keyed in at base of slope. All rows below OHW filled with pea gravel. }m
Remaining bags filled with planting soil and planted. Stack bogs even with front of V
adjacent bulkhead and filled behind with drainrock. Key base row to elevation of adjacent
bulkhead footing. Place every other bag perpendiclar to the face in the 4th row. Cap the o
gravel with perpendicular bags filled with planting soil mix. o ;
15 Ordinary High Water 15.7'
0
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Original bulkhead location o m
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South Cross Section