HomeMy WebLinkAboutBLD2018-00945 Cancelled Bulkhead - BLD Application - 8/28/2018 f
G
rrv'" MASON COUNTY COMMUNITY SERVAS Pe O: I� �O 6- H
PERMITASSISTANCECENTER: t Recv'd:
•BUILDING•PLANNING a FIRE MARSHAL
615 W.Alder St-Shelton,WA 98584
Phone:360-427-9670 ext.352 Fax:360-427-7798 RECEIVED
Ilttp�WWw(ofnasonwausiconil�init, dev/.
BUILDING PERMIT APPL TION \ AUG 2 8 2018
PROPERTY OWNER INFORMATION: CONTRA TO 6�J W. Alder Street
NAME:_Don&Karen Hays NAME_Bay rin Co recto
MAILING ADDRESS:2481 NW 141st MAILING ADD _ Fis t oup Rd NE_
CITY: Portland STATE: OR ZIP:9722 CITY: Olympia ?ATE:_ ZIP:98506_
PHONE#1:we agent
please ONE:(360)956-345 _CELL:
PHONE#2: rEEms„ &I G#_BAYMAC 0951A EXP._05/01/2019
CONTACT PERSON:OWNER❑ CONTRA x OTIIIER/BELOW❑
NAME: See above please MAILING
ADDRESS:
CITY: STATE: ZIP: P CELL:
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NU ER)1222 90023 7,ONiNG__ _
LEGAL DESCRIPTION(ABBREV TED)TR 2-C OVT LOT ,E OF R/W PCL 3 BLA#97-04 AFB640530_
FIRE DISTRICT
SITE ADDRESS 5657 E SR 302 CITY Belfair
iRECTIONS TO SITE ADDRESS:
IS PROPERTY WITHIN 200 FIN (clrcct all rhat a
SALTWATER X❑ LAKE❑ RIVER/CREEK❑ PO ❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
IS THE PROJECT WITHIN �FrPE,,Sl GREATER THAN 14% YES X❑NO❑
TYPE OF WORK: 'W ❑ ADDITION ❑ ALTERATION❑ REPAIR X❑ OTHER ❑
USE OF STRUCTURE(Rrsidrnc0. Commercial Bldg.Fac.) Residential
IS USE: PRIMARY X❑ SEASONA NUMBER OF BEDROOMS_N/A_NUMBER OF BATHROOMS_N/A
HEATED STRUCTURE? (Whole Bldg)❑ (Part[s]of Bldg)❑ NO❑
DESCRIBE WORK Construction of a rock bulkhead.
SQUARE O N/A
1ST FLOOR sq.ft. 2ND R sq.ft. 3RD FLOOR sq,ft. BASEMENT sq.ft.
DECK sq.ft. COVERED D• K sq.ft.STORAGE sq.ft. OTHER sq.ft.
GE sq.ft. ACHED DETACHED❑CARPORT sq.ft. ATTACHED❑DETACHED❑
C
U'PACTURED INFORMATION: t4 COPIES OF THE FLOOR PLAN RHOUIRED N/A MODELYEAR LENGTH
NER acknowJthatt sub m ston of inaccurate information may result in a stop work order or permit revocation.
A owledgemeis by si nature below.I declare that I am the owner or owner's legal representative.I further
decl a that I am recei this permit and to do the work as proposed.I have obtained permission from all the
neces ry partie any sement holder or parties of interest regarding this project.The owner or legal
represe e,rthat a information provided is accurate and grants employees of Mason County access to
the above d ' d struclure(s)for review and Inspection.This permit/application becomes null&void if
work or authorien is not commenced within 180 days or if construction work is suspended for a period of
180 days.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42)
X
Signature f OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTF&CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
t /�
MASON COUNTY COMMUNITY SERVICES Permit No: 6lei S DOCH
y' PERMITASSISTANCE CENTER: Recv'd:
•BUILDING•PLANNING•FIRE MARSHAL
Ph W.Alder St-Shelton, 98584 o ANNING
- - Phone:360-427-9670 ext.352 Fex:360-42 "� E.... -
1lfu hitL';lwrrw.CO rnif50ri wd.uS�Ci1nN?lUndr . ^ ��
�"
BUILDING PERMIT APPLICATION M 8 L2018
Ider Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: Alder Street
NAME:_Don&Karen Hays NAME: Bay Marine Contractors
MAILING ADDRESS:2481 NW 141st MAILING ADDRESS:_3348 Fishtrap Loop Rd NE_
CITY: Portland STATE:_OR ZIP:97229 CITY:_Olympia_STATE:_Wa ZIP:98506_
PHONE#1:sec agent
please PHONE:(360)956.3451_CELL:
PHONE#2: EMAIL:
EMAIL: L&I REG#_BAYMAC1095L4 EXP. 05/01/2019
CONTACT PERSON:OWNER❑ CONTRACTOR xE] OTHI;RBELOW❑
NAME: See above please MAILING
ADDRESS:
CITY: STATE: ZIP: PHONE: CELL:
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER)12228-44-90023 ZONING
LEGAL DESCRIPTION(ABBREVIATED)TR 2-C OF GOVT LOT 4,E OF R/W PCL 3 BLA#97-04 AF#640530_
FIRE DISTRICT
SITE ADDRESS_5657 E SR 302 CITY Belfair
IRECTIONS TO SITE ADDRESS:
IS PROPERTY WITHIN 200 IT: (C9Kct nn Nmr cppiy):
SALTWATERX❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
IS THE PROJECT WITHIN 300 FI OF SLOPE(S)GREATER THAN 14% YES X❑NO❑
TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR X❑ OTHER ❑
USE OF STRUCTURE(Residence,Garaga.Commercial Bldp,Etc.) Residential
IS USE: PRIMARY X❑ SEASONAL❑ NUMBER OF BEDROOMS_N/A_NUMBER OF BATHROOMS-
N/A-HEATED STRUCTURE? (Whole Bldg)❑ (Partfs)of Bldg)❑ NO❑
DESCRIBE WORK Construction of a rock bulkhead.
SQUARE FOOTAGE: N/A
IST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq,ft. BASEMENT sq,ft.
DECK sq.ft. COVERED DECK sq.ft.STORAGE sq.& OTHER sq.fL
GARAGE sq.fl. ATTACHED❑DETACHED❑CARPORT sq.R ATTACHED❑DETACHED❑
MANUFACTURED HOME INFORMATION: =4 COPIES OF THE FLOOR PLAN REQUIRED
MAKE NIA MODELYEAR LENGTH
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner or owner's legal representative.I further
declare that I am entitled to receive this permit and to do the work as proposed.1 have obtained permission from all the
necessary parties,including any easement holder or parties of interest regarding this project.The owner or legal
representative,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structure(s)for review and inspection.This permillapplication becomes null&void if
work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42)
X .W 4�2/ a�.�iL y )S
'Signaturellit OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGSlNOTF,S/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT `p N
REPLACEMENT BULKHEAD TO BE THE BULKHEAD REPAIR WILL CONSIST OF THE RESETTING OF 55'OF
APPROX.5.0 FEET ABOVE GRADE THE SITE'S APPROX.119 OF BULKHEADED SHORELINE.THE EXISTING
LARGE ANGULAR ROCK BULKHEAD VWLL BE RESET AND AUGMENTED
IN HEIGHT. UPPER HALFROCK WHERE NECESSARY USING RECYCLED LARGE ANGULAR ROCK.ONE
TWO-MAN OR LARGER SET OF INSET ROCK BEACH ACCESS STEPS WILL BE INSTALLED AT THE
SOUTH END OF THE PROJECT AND BE SHARED WITH THE ADJACENT
SIZED
00 ---� PROPERTY TO THE SOUTH(PARCEL#12228A4-90023).BASE AND LOWER
HALF ROCK WILL BE FOUR OR FIVE MAN SIZED.UPPER HALF ROCK WILL
BE TWO-MAN OR LARGER.
LOWER HALMOCK QUARRY SPALLS AND FILTER FABRIC WILL BE INSTALLED BEHIND THE
a
FOUR OR FIVE-MAN SIZED BULKHEAD AS REQUIRED.NOTE TO MASON COUNTY'S ENGINEERING DEPARTMENT:QUARRY SPALLS(APPROX.HALF-MAN ROCK,6"TO 8')ARE
.- THE APPROPRIATE DRAINAGE ROCK FOR A MARINE BULKHEAD AS SMALLER
ROCK OR GRAVEL WILL BE SUCKED THROUGH THE INTERSTITIAL SPACES
OF THE BULKHEAD IN SHORT ORDER BY TIDALACTION.THIS
WILL RESULT IN THE FAILURE OF THE BULKHEAD.
THE TOTAL VOLUME OF NEW ROCKAND QUARRY SPALLS REQUIRED FOR
THIS PROJECT IS UNKNOWN.THE MAXIMUM VOLUME OF NEW ROCK AND
QUARRY SPALLS IS EXPECTED TO BE APPROX.50 PERCENT OF THE EXISTING.
MHHW 14.10' SOME OVERHANGING VEGETATION WILL NEED TO BE TRIMMED TO FACILITATE
CONSTRUCTION.EXISTING LARGE WOODY DEBRIS ON THE BEACH WILL BE
LEFT ON THE BEACH.ALL MANMADE DEBRIS ON THE BEACH WILL BE REMOVED
FROM THE SITE AND DISPOSED OF AT A LICENSED DISPOSAL FACILITY.
THE FACE OF THE BULKHEAD
SHALL RAVE AMINIMUM SLOPE OF
MAXIMUM15 DEGREES AND A SLOPE
QUAC&PALLS OF ONE HORIZONTAL AND FOUR
Z 18"MIN. BEACH GRADE VERTICAL.
BASE ROCK SET BELOW
BEACH GRADE.
Z FILTER FABRIC
Q
J
FILE: CS/HAYS BULKHEAD REPAIR PROPOSAL PROJECT NAME: HAYS BULKHEAD
NORTH DRAWING SCALE: 1/2"=1'
BY: BmcmLs PARCEL#1222844-90023
DATE:8..18-18
SEC28-T22N-R01 W-W.M. ; ALL SITE DIMENSIONS
SEC28T22N- 0lW- 55 PROJECTADDRESS: DON&KAREN HAYS ARE APPROXIMATE
5657 E SR 302
BELFAIR,WA
I
i
I
I
I
THE BULKHEAD REPAIR WILL CONSIST OF THE RESETTING OF 55'OF ; APPROVED
THE SITE'S APPROX, 110'OF BULKHEADED SHORELINE.THE EXISTING i MASON COUNTY DCD PLANN1�'
LARGE ANGULAR ROCK BULKHEAD WILL BE RESET AND AUGMENTED EQUIRED TO BE ON SITE
WHERE NECESSARY USING RECYCLED LARGE ANGULAR ROCK,A SHARED I SITE PLAN R gUBJECT TO AFPRO`'�L� NORTH BAY
SET OF INSET ROCK BEACH ACCESS STEPS WILL BE INSTALLED ON THE I CHANGES T
pate CASSE INLE
ADJACENT PROPERTY TO THE SOUTH(PARCEL#12228-44-90024). BASE j
AND LOWER HALF ROCK WILL BE FOUR OR FIVE MAN. UPPER HALF ROCK I BY ADJACENT ROCK
BULKHEAD og�
WILL BE SMALLER.
QUARRY SPALLS AND FILTER FABRIC WILL BE INSTALLED BEHIND THE 1
BULKHEAD AS REQUIRED. NOTE TO MASON COUNTY'S ENGINEERING f ti
DEPARTMENT.QUARRY SPALLS(APPROX. HALF-MAN ROCK,6"TO 8")ARE f
THE APPROPRIATE DRAINAGE ROCK FOR A MARINE BULKHEAD AS SMALLER 1
ROCK OR GRAVEL WILL BE SUCKED THROUGH THE INTERSTITIAL SPACES I EXISTING ROCK
OF THE BULKHEAD IN SHORT ORDER BY TIDAL ACTION.THIS f BULKHEAD
WILL RESULT IN THE FAILURE OF THE BULKHEAD.
THE TOTAL VOLUME OF NEW ROCK AND QUARRY SPALLS REQUIRED FOR
THIS PROJECT IS UNKNOWN.THE MAXIMUM VOLUME OF NEW ROCK AND I APPROX. 110' Z
QUARRY SPALLS IS EXPECTED TO BE APPROX. 50 PERCENT OF THE EXISTING. i Zr
SOME OVERHANGING VEGETATION WILL NEED TO BE TRIMMED TO FACILITATE I SIR 302 Q '
CONSTRUCTION. EXISTING LARGE WOODY DEBRIS ON THE BEACH WILL BE
LEFT ON THE BEACH.ALL MANMADE DEBRIS ON THE BEACH WILL BE REMOVED I 1
FROM THE SITE AND DISPOSED OF AT A LICENSED DISPOSAL FACILITY. i a \ ,
I
APPROX.156 TO APPLICANT'S SFR f °
f cy)
--———————————————————————————————————— f -- _ - ---- —� {�—
ALL PROPERTY LINES(DASHED)ARE APPROXIMATE. I D N 1T1
-D N
PLANNING: cco
I ADJACENT PROPOSED cl)
ALL SETBACKS ARE MEASURED I ROCK BULKHEAD C:
FROM THE FURTHEST I REPAIR/RESETTING
PR_QJECTION OF THE DUII PING
i
FILE: SP&111 AYS BULKHEAD REPAIR PROPOSAL PROJECT NAME: HAYS BULKHEAD NORTH
BY: BMC/KLS
DATE:6-18-18 PARCEL#12228-44-90023 r...■ DRAWING SCALE: 1"=30'
SEC26-T22N_R0l%W.M. J ALL SITE DIMENSIONS
N47.36136_W122.80655 PROJECTADDRESS: DON&KAREN HAYS ARE APPROXIMATE
5657 E SR 302
BELFAIR,WA
Page 1 of 2
Ronald Buckholt - SEP2018-00084 and SEP2018-00083 for
From: Frank Stevick <fstevick@skillings.com>
To: "ruckholt@co.mason.wa.us" <ruckholt@co.mason.wa.us>, "mfrazier@co.maso...
Date: 3/26/2019 3:20 PM
Subject: SEP2018-00084 and SEP2018-00083 for
CC: "bmci20@comcast.net" <bmci20@comcast.net>, "ssteltzner@squaxin.us" <sste...
Attachments: Attachment E.pdf; Attachment A.pdf; Attachment B.pdf, Attachment C.pdf, Attachment
D.pdf
Hello Mason County planners,
I've attached a series of correspondence and information regarding the submission of SEP201-8-00084 and
Qg ,# r a Mr. Hays and Selfores for you to review. In short, this project has changed in scope from a
bulkhead project to a 25 x 28 parking/access project.The contractor John Evens of Bay Marine Construction
(BMC) is NOT constructing, rebuilding, modifying or replacing the bulkhead mentioned in SEP2018-00084 and
SEP2018-00083.The current parking project will take place on the water side of SR 302 above the MHHW mark.
Attachment A and E is from a Scott Steltzner, Fishery biologist from the Squaxin Tribe, he had a number of
questions about the project when it was a bulkhead project. I informed him the project has changed in scope
and nature to a parking area project and is no longer a bulkhead project.Attachment E is his response, but in
summary his questions no longer apply since they relate to a bulkhead project and not a parking area project.
Please coordinate with him on any remaining planning information he might need for the new parking area
project.
Attachment B is correspondence between BMC, Mason county planning department and the Squaxin tribe when
the project was a bulkhead project, but again these questions should no longer apply because the nature of the
project has changed to a parking/access area.
Attachment C is a Mitigated Determination of no significance that was issued for the project when it was in
bulkhead form. But again the project is not longer a bulkhead but a parking area project.
Attachment D Mason County Conditional Environmental Permit issued for the project as a parking are/access.
After reviewing all these materials I'm under the assumption we have completed all the requirements for this
parking area/access project to move forward. Please advise me if this assumption is incorrect.
Sincerely,
P. Frank Stevick
Project Scientist
fstevickgskillin sg com
file:///C:/Users/rbuckholt/AppData/Local/Temp/XPgrpwise/5 C 9A43 43 Masonmail 1001767... 3/27/2019
Page 2 of 2
�;Kll.UP
CONMK LLY
5016 Lacey Blvd SE
Lacey, WA 98503
Office: 360-491-3399
Fax: 360-491-3857
file:///C:/Users/rbuckholt/AppData/Local/Temp/XPgrpwise/5 C9A4343Masonmai11001767... 3/27/2019
Page 1 of 2
Ronald Buckholt- RE: SEP2018-00084 and SEP2018-00083
From: Scott Steltzner<ssteltzner@squaxin.us>
To: Frank Stevick<fstevick@skillings.com>
Date: 3/15/2019 11:59 AM
Subject: RE: SEP2018-00084 and SEP2018-00083
CC: Grant Gilmore <ggilmore@skillings.com>, "Grace Miller(Gbm@co.mason.wa.us...
Attachments: Selfors.pdf
Hi Frank,
Hi Frank,
I've replied in the body of your email.
Mr. Steltzer,
I'm emailing you to address some questions about two SEPA applications that were submitted for a Mr. Hays
(SEP2018) and a Mr. Selfors(SEP2018). Initially these two projects included a bulkhead, which you had a number
of questions about. Currently the scope of the project has changed from involving a bulkhead to the
construction of a 25 x 28 access on the shoreline side of Mr. Selfors property. Not sure what you mean by
"access on the shoreline...." Is this on the other side of the road along the marine shoreline?The County
Conditional Environmental Permit doesn't really provide any useful info. Do you have a map or drawing?
A bulkhead is no longer involved in the project. I've attached the email corresponded that included your
questions. Since the scope of work has change you should find most of the questions are no longer applicable.
Please review the documents and let me know if you still have any concerns. My comments only applied to the
proposed bulkhead.
In addition, I've attached a permit for the parking area that Mr. Selfors received from the county for you to
review. Lastly,going forward what is the standard or agreed upon way to address questions from your tribe and
the County? I responded to the County documentation/permit. I have no idea how Mason County treats
comments that it gets.
Is a letter and or email to the tribe sufficient or should we route all documents and correspondence through the
County to be forwarded to you? Please advise us on this process so we can follow the appropriate protocol in
the future. I generally just deal with the County process.
Sincerely,
P. Frank Stevick
Project Scientist
fstevick@,skillings.com
file:///C:/Jsers/rbuckholt/AppData/Local/Temp/XPgrpwise/5C8BB4DFMasonmai1100176... 3/15/2019
Page 2 of 2
.3SKILLINGS
COMMOLLY
5016 Lacey Blvd SE
Lacey, WA 98503
Office: 360-491-3399
Fax: 360-491-3857
file:///C:/Users/rbuckholt/AppData/Local/Temp/XPgrpwise/5C8BB4DFMasonmai1100176... 3/15/2019
MASON COUNTY
` COMMUNITY SERVICES DEPARTMENT
Mason County Bldg. 8,
615 W. Alder Street, Shelton, WA 98584
N C�0
www.co.mason.wa.us (360)427-9670 x352 Belfair(360)275-4467 Elma (360)482-5269
UPLAND ROCKERY and SHORELINE BULKHEAD
Prescriptive Design and Installation Standard
FrnOw
grade67 v
Maximum Rockery Height 6'0" J / N.
c Max.3'rise in 8' �'i;•'-
E rn.o finished grade. j
w a
Washed granular N
o D Yam; drainage material
m k'
O C
5°min. THESE PLANS MUST BE
1 / � �- Undist d soil urbe
(not fill) �.
4 SITE
'° y(,' `; - FOR INJt- t ION.
� - CT
f Min.12"layer of
drainage material
Specify rock sizes ti ranging from
3.0" _ � ') coarse(1-1/2")to
._ �J fine(3/8").
s 1.
Approved filter fabric
U U
�a
C C
N O
2-0- _ E C
V O
x.N Mason County Dept. of Community
\ Development may re ui t any rock
° y be designed by- ensed soil er,
m —- especially in soil-s ve areas.tam
1'0" — 3'� �" A
;; '•fi ��' tna.v�doJ-� t-vrv5� � D
Ground level
Min.4"diameter erforated drain
12" \`,\ tile to an approve
land wall only
Permits Required
A building permit is require for all upland rockeries over four feet in height. Rockeries less than four feet in height do not require a
permit unless: 1) Located on a site containing an Environmentally Critical Area(See Mason County Critical Area Ordinance. 2)There
is a surcharge such as a driveway, building footing,etc, 3)impoundment of Class I, II, or III-A liquids(IBC 105.2) OR #4) Possible
failure that could cause damage to adjoining properties or structures.
Even when rockeries do not require a permit, rockery installers are advised to follow the rockery design principles outlined in this
publication. Permit applications for rockeries must include a site plan showing the location of the rockery and a cross section of the
rockery showing the proposed design details. Rockery designs must either be prepared by a Washington State licensed engineer or
comply with the Prescriptive Rockery Installation Design.
Rockeries over 6-feet in height must be designed by a Washington State licensed engineer or architect to ensure stability against
overturning, sliding, excessive foundation pressure and water uplift. Upland rockery retaining walls shall be designed for a safety factor
of 1.5 against lateral sliding and overturning IBC 1806.
Rockery and Shoreline Bulkhead
Height: Maximum Six Feet
Rockeries installed in accordance with the prescriptive installation design standards described here and reflected in the
diagram need not be designed by an engineer unless the Mason County Building Dept. determines special conditions
exist. Any rockery exceeding six feet in height or varying from the prescriptive design requires an engineered design.
Location of Rockery
Rockeries must only be placed against stable slopes, consisting of firm, undisturbed soil. The face of the slope needs to
be able to support the rockery. Drainage must be provided as shown. Rockeries must not be placed against fill. No
surcharge load, such as a building or driveway, may be placed on the rockery or within a distance equal to the vertical
height of the rockery.
Ground Surface Above Rockery
The ground surface above the rockery should be relatively level. A maximum three foot rise over eight feet from the
rockery surface is allowed for the slope above the rockery. After installation of the rockery, the ground surface above the
rockery should be finished with an impervious material, such as asphalt, starting at the top of the rockery and extending at
least far enough back to cover the drainage material plus one foot of the stable, supporting slope.
Angle of the Rockery Face
The face of the rockery shall be at least 15 degrees from the vertical. Maximum slope of the face of the rockery is one
horizontal to four vertical.
Rock Sizes
For a rockery between four and six feet in height, the prescriptive standards requires that the lower half be constructed of
four-man or larger rocks (defined below). For the upper half, progressively smaller rocks may be used in the installation.
ROCK SIZE DESCRIPTION
THESE P►._ANIS K/"irSft Rock Weight Average Dimension
O ` j Me 50-200 lbs. 12"-18"
FOR INSr CTIGNan 200-700lbs. 18"-28"
3-man 700-2,000 lbs. 28"-36"
4-man 2,000-4,000 lbs. 36"-48"
5-man 4,000-6,000 lbs. 48"-54"
6-man 6,000-8,000 lbs. 54°-72"
Rock Placement
The base course of rocks must be embedded into firm undisturbed earth to a minimum depth of 12 inches to provide a
secure footing for the rockery. The long dimension of the rocks must extend into the slope behind the rockery to provide
maximum stability. Subsequent courses of rocks must be placed to lock into the rocks in the lower course or tier.
Drainage
A minimum of 12 inches of washed granular drainage material shall be placed between the undisturbed soil and the
rockery. The drainage materials must be composed of gravel with particle sizes ranging from 1-1/2 inch to 3/8 inch. At
the base of the rockery, a perforated drain tile, with at least a four-inch diameter, shall be installed within the drainage
materials. The drain tile must drain to a point of discharge, approved by Mason County.
Inspections
The rockery installer must schedule an inspection prior to placement of the base course so the Mason County Inspector
may verify the rockery height, soil condition, rock size, and provisions for drainage, A final inspection is also required
once all work is complete. To schedule an inspection call the Mason County 24-hour recorded inspection request line at
(360)427-7262. Inspections can also be requested online at: www.co.mason.wa.us or by fax at(360) 427-7798. When
requesting an inspection please provide the following information:
1) Name on permit 2) type of inspection 3) Permit number
4) Site Address 5)Type of permit 6) Date inspection requested and
7) Name and phone number of caller.
Effective November 17, 2004
REPLACEMENT BULKHEAD TO BE THE BULKHEAD REPAIR WILL CONSIST OF THE RESETTING OF 55'OF
APPROX. 5.0 FEET ABOVE GRADE THE SITE'S APPROX.110'OF BULKHEADED SHORELINE.THE EXISTING
IN HEIGHT. LARGE ANGULAR ROCK BULKHEAD WILL BE RESET AND AUGMENTED
UPPER HALFROCK WHERE NECESSARY USING RECYCLED LARGE ANGULAR ROCK.ONE
TWO-MAN OR LARGER SET OF INSET ROCK BEACH ACCESS STEPS WILL BE INSTALLED AT THE
SIZED SOUTH END OF THE PROJECT AND BE SHARED WITH THE ADJACENT
PROPERTY TO THE SOUTH(PARCEL#12228-44-90023).BASE AND LOWER �1S
E HALF ROCK WILL BE FOUR OR FIVE MAN SIZED.UPPER HALF ROCK WILL
j BE TWO-MAN OR LARGER. �'lv
LOWER HALFROCK QUARRY SPALLS AND FILTER FABRIC WILL BE INSTALLED BEHIND THE
FOUR OR FIVE-MAN SIZED BULKHEAD AS REQUIRED.NOTE TO MASON COUNTY'S ENGINEERING
a DEPARTMENT:QUARRY SPALLS( ARE
THE APPROPRIATE DRAINAGE ROCK FOR A MARINE BULKHEAD AS SMALLER
ROCK OR GRAVEL WILL BE SUCKED THROUGH THE INTERSTITIAL SPACES
S T RE T OF THE BULKHEAD IN SHORT ORDER BY TIDAL ACTION.THIS
H f O T WILL RESULT IN THE FAILURE OF THE BULKHEAD.
THE TOTAL VOLUME OF NEW ROCK AND QUARRY SPALLS REQUIRED FOR
THIS PROJECT IS UNKNOWN.THE MAXIMUM VOLUME OF NEW ROCK AND
QUARRY SPALLS IS EXPECTED TO BE APPROX.50 PERCENT OF THE EXISTING.
MHHW14.10' SOME OVERHANGING VEGETATION WILL NEED TO BE TRIMMED TO FACILITATE
CONSTRUCTION,EXISTING LARGE WOODY DEBRIS ON THE BEACH WILL BE
LEFT ON THE BEACH.ALL MANMADE DEBRIS ON THE BEACH WILL BE REMOVED
M AN OR V FROM THE SITE�DISPO ED OF ATA LICENSED DISPOSAL FACILITY.
.01 VN
r � ,v c
!. �r a w.tr �✓4 t,,. �� l. ✓C5.�t✓G�.
THE FACE OF THE BULKHEAD
SHALL HAVE A MINIMUM SLOPE OF
QUARRY SPALLS 15 DEGREES AND A MAXIMUM SLOPE
OF ONE HORIZONTAL AND FOUR
W-ru"^`i('^5 r'u'^^ 18"MIN. BEACH GRADE VERTICAL. Z ;
BASE ROCK SET BELOW
BEACH GRADE. U, a M
FILTER FABRIC �
/ r G n
iy �( WaSO✓l I LAA L� �uL��r7 fiv .�.,� a oo M
' S<< �—I—�e l4�
c'jf4Im"4 CD
AGl� uvra / I K Lr✓✓Y/aIle57i� v� IN r LX ��vl✓�r . � �O�( � CCD
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ALE CSa AYS BULKHEAD REPAIR PROPOSAL PROJECT NAME: HAYS BULKHEAD
DAATE NORTH DRAWING SCALE: 1/2"=1'
D : B 18-18 PARCEL#12228-44-90023
:g-16-16
SEC28-T22N-ROlW-W M. ALL SITE DIMENSIONS
N47.36136 W122.80655 PROJECTADDRESS: DON&KAREN HAYS ARE APPROXIMATE
5657 E SR 302
BELFAIR,WA
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COPY
MUST MEET ALL CURRENT REVIEWED FOR
WASHINGxTON STATE CODES CODE COMPLIANCE
MASON COUNTY
BUILDING DEPARTMENT
4v� 1% Date -Zfs S5
CHANGES
•UBMIT CHAI" ' S FOR APPROVAL.
'RIOR TO WOP"
Documents attached to approved plans:
Site Plan—,fie 5
Plan review checkli t: —Pages
Engineering: Y Lateral Vertical
THESE PLANS MUST BE �-�+4 � Number of pages Z
SITE —�✓
FOR INSrtCTION. j/j/j( 4 SUN eGvo-�, �j J�K�Ga�C-pULk J
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