HomeMy WebLinkAboutBLD2019-01054 Bulkhead, Dock - BLD Inspections - 4/21/2020 / MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
I
COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352
BELFAIR:360-275-4467,EXT 352
Building,Planning,Environmental health,Community Ileallli ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY**
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php
Permit Number BLD2019-01054 Date Issued 04/21/2020 Issued By
DEMO,REMOVAL AND DISPOSAL OF 132 SF OF DECK ADJACENT TO PIER, SHORELINE DEBRIS,GABION
BASKET WIRE AND ANY CONCRETE DEBRIS.REDUCTION OF PIER BY 71 SF.REPAIR OF 9 EXISTING PILING.
Project RETRO FIT EXISTING FLOATING DOCK WITH ENCASED STYROFOAM BILLETS. REPAIR OF FOOTING ON
EXISTING CONCRETE 53.6'BULKHEAD AND CONSTRUCTION OF CONCRETE BULKHEAD IN PLACE OF
EXISTING GABION BASKETS,WITH ADDITION OF 8'WING WALL.REPLACE MOORING BUOY WITH MOORING
BUOY ALTERNATIVE.
Site Address 451 N Marine View Dr
Applicant THOMAS J&TURIE S MARTINEAU
Contractor INTEGRATED NW CONSTRUCTION
Contractor Phone CARALYN-206.310.42
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type BULKHEAD OR DOCK- Occupancy
RESIDENTIAL
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
-THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.—
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks 3/s1 Vz4 S4 Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches 3 1( /2,( -
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing 31Z r 12-q
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building qZ ;:::ra
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
rv'%' ,t Fo;i 31zdzy sa
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MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext. 352
COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www•masoncountywa.gov
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: aL0a01A - a I os'1
ADDRESS/LOCATION: '{s'I ,/J
FINDINGS• Z A !&,X% R...,on� X
a CA1114 �c SAMC)
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Items listed above must be corrected to gain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
❑ Call for re-inspection when corrections are made before proceeding with any further work.
[� Make corrections, items will be checked on the next inspection.
❑ OK to
Date: 3/2 I I 2 q ❑ Please contact our office regarding possible
Department: 13t.t> structural damage incurred by recent
Inspector: <i�-. "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC 14.12
MAltlN COIAYfY
COMMUNITY sr.RVICFB
2-0 0105' Aftr>a
'� 4232_-50', Q 11
Permit Number Project Title Project Address/Parcel Number
Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International
Building Code,as amended by Washington State.Please acknowledge and return this form to the Mason
County Permit Center.
THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE
PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED
BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by
Washington Association of Building officials(WABO)or individuals employed by a recognized testing
laboratory and under the direct supervision of a Registered Professional Engineer are typically
considered qualified at the discretion of the local jurisdiction having authority for enforcement.
BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the
responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the
attached"Structural Tests and Inspection Schedule"to this Department for review and approval including
any requirements related to the Mason County Municipal Code.
The Owner, General Contractor, and InspectionlTesting Agency, where applicable, shall also
acknowledge the following conditions applicable to Special Inspection and/or Testing.
1. Inspection/Testing Agency shall submit names and qualifications of on--site Special Inspectors
to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEiNG ISSUED.
2, All Special Inspections shall be noted on the approved plans or attached approved
documents.
3. All special inspections shall be approved by the County or as recommended by the Engineer
of Record (EOR).
4. It is the responsibility of the General Contractor to review County approved plans for additional
inspection or testing requirements that may be noted or required per IBC as noted on
approved plans.
5. The General Contractor is responsible for proper notification to the InspectionlTesting
Agency for items listed on this form.
6. Special Inspectors shall provide detailed reports on company letterhead to the Building
Inspector of all required inspection activities. These may also be provided when the inspector
visits the jobsite for the scheduled inspection but must be completed before the subject of
inspection is approved by the building inspector.
7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building
Inspector by the Inspection/Testing Agency or other responsible party within a reasonable
time to test results.
8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The
Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items
requiring testing and inspection have been fulfilled and reported and a final inspection report
shall be provided. A copy of the statement is to be maintained at the jobsite for the Building
Inspectors review prior to final inspections.
Page 1 of 4
qW
MASON COfR7iY
,Z0Wn M6OtVrCE5
ACKNOWLEDGEMENTS
Prior to issuance of a building permit, the Owner, on the advice of the Project Engineer or Architect, shall
complete,sign,and submit this form to the County Permit Center.
Declaration of Owner
I, as the owner of the project,declare that the testing agency firm/s or individual/s listed herein are hired by me to
perform "Special Inspections" and/or "Structw-al Testing" in accordance with the provisions of the International
Building code(IBC)Chapter 17.
7
Owner(print) Owner(Signature) .,d„
(date)
Declaration of Registered Professional Architect/Engineer
I, as the design professional in responsible charge of the project listed herein, declare that the special
inspection listed herein are required for this project in accordance with the provisions of the International
Building Code (IBC)Chapter 17.
A
Architec ngineer(print)_ e
Architect/Engineer Stamp/Signature(date)
a0784STS
�q �4
sr0XAL
'Tad.a ni 61 vt ,r►tn� , 7—LkC.
Testing Agency Name/Contact • �t,� � '
info: '1.
�3 (3W�
The Special Inspection/Testing Agency listed above must have a Current Portfolio of Qualifications
on file with the County prior to performing work.
Declaration of the General Contractor
I, as the General Contractor of the project,agree to comply with the" ntraeto onsibility"items
no erem.
General Contractor(print) General ontractor Signature (d te)
Page 2 of 4
I
,.._
i
MASON COUNTY
COWUN[TY SERWES ^'•
Required Special Inspections
International Building Code; Chapter 17:
A completed and signed copy of pages 1 through 4 of this form shall be submitted to the
"Permit Center" prior to building permit approval.
Engineer shall check the applicable items:
❑ Special inspection of fabricated items 1704.2.5
Lltf Submittals to the building official 1704.5
❑Structures over 75' in height located in Seismic Design Category D, 1704.6.1
IJ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1
❑ Steel construction&structural Steel 1705.2.1
❑ Cold form steel deck 1705.2.2
❑ Open-web steel joists&girders 1705.2.3
❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4
❑ Concrete construction 1705.3 &Table 1705.3
❑ Shotcrete 1705.3
❑Welding of reinforcing bars 1705.3.1
❑Material Tests 1705.3.2
❑Masonry Construction 1705.4
❑Empirically designed masonry,glass unit&masonry in Risk Category IV 1705.4.1
❑Vertical masonry foundation elements 1705.4.2
❑Wood construction 1705.5
Cl High Load Diaphragms 1705.5.1
❑/Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2
QDriven
oils 1705.6& Table 1705.6
deep foundations 1705.7&Table 1705.7
❑ Cast in-place deep foundations 1705.8&Table 1705.8
❑Helical pile foundations 1705.9
❑ Fabricated items 1705.10
Page 3 of 4
au+oxcnuNn
contMta�rnr aeavicILA.0
❑Special inspections for wind resistance 1705.11
❑ Structural wood 1705.11.1
❑ Wind resisting components 1705.11.3
❑Cold formed steel light frame 1705.11.2
❑ Special inspection for seismic resistance 1705.12
❑ Special inspection for structural steel per 1705.12.1
❑ Seismic force-resisting systems 1705.12.1.1
❑ Structural steel elements 1705.I2.1.2
❑ Special inspection for structural wood per 1705.12.2
❑Special inspection for cold-formed steel per 1705.12.3
❑Designated seismic systems 1705.12.4
❑Architectural components 1705.12.5
❑Plumbing,mechanical&electrical components 1705.12.6
❑Storage racks 1705.12.7
❑ Seismic isolation systems 1705.12.8
❑ Cold-formed steel special bolted moment frames 1705.12.9
❑Testing for seismic resistance 1705.13
❑ Structural steel 1705.13.1
❑ Seismic fore-resisting systems 1705.13.1.1
❑ Structural steel elements 1705.13.1,2
❑ Nonstructural components 1705.13.2
❑ Designated seismic systems 1705.13.3
❑ Seismic isolation systems 1705.13.4
❑ Sprayed fire-resistance materials 1705.1.4
❑Physical and visual tests 1705.14.1
❑ Structural member surfiace conditions 1705.14.2 (1705.14.3 through 1705.14.6.3)
❑ Mastic&intumescent fire-resistance costings 1705.15
❑Exterior insulation&finish systems (EIFS) 1705.16
❑Fire-resistance penetrations and joints 1705.17
❑Penetration firestops 1705.17.1
❑Fire-resistant joint systems 1705.17.2
❑Testing for smoke control 1705.18
❑Testing Scope 1705.18.1
Page 4 of 4
TAHJA ENGINEERING, Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
Mason County DCD — Building Dept.
426 W Cedar St
Shelton, WA 98584 WAS
e
Tom & Turi Martineau
PO Box 1107
Hoodsport, WA 98548 `Q
ao a�
�•�ects £��o
Ss10NAL T�NGl
Re; Steel Pile installation Report
Lake Cushman Div. 11, Lot 11
121 N Lakefront Loop
Hoodsport, WA 98548
Parcel No.: 42332-50-00011
Mason Co. Case No.s; GE02015-00034,
MEP2015-00033, SEP2015-00059,
SHX2015-00109, BLD2015-00673
I was contacted by Mr. Rich Kennedy of"Integrated NW Construction" (253-888-5314)earlier this
month to inform me that he would be setting up his pile driving equipment the following week and that
he planned to start driving the piles for the Martineau bulkhead on week of November 13 thru the 17`h.
Equipment breakdowns delayed the project for most of the week, and the bulkhead and pier positioning
pile were driven the week of November 20h through the 24`h.
I visited the site Tuesday morning and witnessed the installation of a majority of the piles called for in
the approved design. The approved building permit included the following requirement;
Piles/Pile Driving
Owner shall provide pile drivers report on all piles.Any pile supporting structure and over 10'in
height from floor of body of water shah require engineered design and special inspection.
Engineer of record(or certified special:inspector)shall provide verification at time of inspection
that piles are driven to point of refusal and/or installed per design.X
The pile driver was a hydraulic vibratory attachment mounted to a Kubota excavator pictured on the
next page. The average pile driving depth to refusal (Less than 1"advancement in 1 minute)ranged
between 5 to 7 feet. The piles were driven to refusal and cut off at their design elevation.
Two pile diameters were installed. The bulkhead piles were 6" diameter Schedule 80 Thick Wall Steel
Pipes. 2" Steel Schedule 80 piles were driven along side the existing Float Positioning piles
File:C:ProjeculAlanineauPile Driving Rpt I of 3 12/14/2023
TAMA ENGINEERING, Inc.
•1877-9512
Photos fr• November 170'
�"fie - + ( •l i � J�'"� tk ��.�M� 1a1$s► J.
Photos from November
I feel the pile installation went as planned and the piles, floatd other features have been
constructed .. • project plans.
TAHJA ENGINEERING, Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
r.:
Photos from December 14`h 2023
Please feel to contact me if there are any questions or concerns with my opinion.
Sincerely,
Alan A. Tahja, P.
Attached: Letter of Qualifications
Pile:C:'Projeets',Afartineau Pile Driving Rpi 3 of 3 12/14/2023
1
TAHJA ENGINEERING, Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
Mason County Department of Community Development
615 W Alder Street
Shelton, WA 98584
LETTER OF QUALIFICATIONS
Qualifications of the individual who will perform special inspections and collect
materials samples for testing by a licensed material testing laboratory as required.
Inspector for TAHJA ENGINEERING, Inc.,
Alan A. Tahja, PE
Education 1988— 1994 Saint Martin's College, Lacey, WA
Bachelor of Science in Civil Engineering(BSCE)
■ Undergraduate work at OCC, SPSCC,
and TESC
Professional Passed EIT Exam in 1989
Licensures; Passed Professional Engineer's Exam 1994 (PE Lic. 30784 WA)
Professional 1994 to 2005 Mason County Public Works
Experience, Mason County Hydraulic Engineer
General Responsibilities, As the County's Hydraulics Engineer my job responsibilities
placed me in frequent contact with the public, Federal and State officials, County
officials and staffs as well as consultant firms, engineers, surveyors, environmentalists,
contractors and the public. 1 prepared, advertised,opened bids, and made award
recommendations to the Public Works Director and Board of County Commissioners on a
routine basis.l prepared plans and specifications for County road projects including creek
crossing projects, annual gravel purchase contracts& specifications and held the position
of the County's senior bridge inspector for the County's 54 bridges. Provided
professional review for the building& planning departments when a professional
engineer's review was required.
Between 1994 and 1998 1 was assigned the task of developing a stormwater management
manual for Mason County's implementation. The manual was required to be technically
equivalent Washington State's Department of Ecology Stormwater Manage Manual
1992. This task placed me in contact with a volunteer citizen committee comprised of
engineers, developers, planners, environmentalists, builders, realtors, surveyors,
contractors, and other interested citizens. The work was completed and became Mason
County's Stormwater Management Manual after its adoption in 1998 until Mason
County's phasing in of Ecology's 2005 Stormwater Management Manual for Western
Washington and continuous precipitation modeling took the place of event modeling.
File:C:Projects Ear ofQualifications 1 of 3 12/14/2023
TAHJA ENGINEERING, Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
2005 to Present Principal engineer for TAHJA ENGINEERING, Inc
General Responsibilities; After retiring from Mason County in 2005 as the County's
Hydraulic Engineer, I began private practice as a consultant engineer providing
engineering services typically to residential level property improvement including; site
plans& grading plans, Onsite Septic System Designs; geotechnical reports and
assessments, retaining wall and bulkhead designs including specifying and monitoring
the installation of driven piles; residential structure designs; water system designs, and
other engineering services.
Technical 1985 to 1994 Mason County Public Works
Experience; Positions: Public Works Office Technician with E.I.T.
County Survey Crew Engr. Tech. IV-VI
■ General Responsibilities; In 1985 Mason County Public Works accepted my
application to become a member of the County's survey crew. My initial duties involved
collecting field survey information for design and construction of Public Works projects,
mainly roads and bridges. I was assigned construction inspection tasks and other duties
which over time reduced my survey crew responsibilities and time. The County Engineer
allowed flexibility of my time to accommodate contractor schedules and my part time
school schedules. I returned to school in 1988 completing my Bachelor of Science in
Civil Engineering from Saint Martin's College in 1994. I also took and passed the
Professional Engineer's Examination in 1994 and Professional Engineer's License. The
County Engineer at that time, Mr. Jerry Hauth promoted me to the newly created position
of County Hydraulic Engineer from which position I retired in 2005.
1970 to 1985 Miscellaneous Vocations generally construction related
Experience;
In 1970 the US Army classified me with a CAS (Civilian Acquired Skills)designation
and gave me a military classification as a 62F20 (Crane operator). From 1971 to 1972,
while serving in Viet Nam, I operated a 60 ton P&H crane building bridges. I drove the
piles for two bridges I worked on in 1971 and returned home from Viet Nam on May 5',
1971. As a consultant engineer, I specified and monitored the installation of driven piles
on two residential projects involving both driven wood and steel piles.
Community Activities,
—40 year membership in Masonic Organizations
Supporter of the local AA Programs
File:C:1Pmjecls'Lttr of Q arlifrcatiars 2 of 3 12/14/2023
TAHJA ENGINEERING, Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
o WA
IV
x
AP3 R e4 w�
�SSIQNAL E�G1
Please feel free to contact me if there are any questions regarding my qualifications.
Cordially,
c
Alan A. Tahja, PE
References;
Tim Sheldon, Linda Ring Erickson, Randy Neatherland, Marley Young, Russel Cooper,
Larry Winders, Bryan Wheeler, Allan Crick, Matt Hornyak, Barbara Adkins, Cindy
Waite, Debbra Coker, Larry Waters, Larry Kelly, David Loser, Victoria Meadows, Kim
Schaumburg, Jim Sawyer, Annet McGee, Jamie Kaman, Becky Rodgers George
Fullerton, Bruce Chamblin, Kelly Medcalf, Ed Johnston, Ron Gold, Jim Goodpastor,
Brian Sund, Brad Wilson, Fred Boysen, and Randy Neff.
File:C:'Projects Lar of Qualifications 3 of 3 12/14/2023
4 qlq 17 4 Tr
TAHJA ENGINEERING,Inc.
PO Box 235, Hoodsport, WA 98548
(360) 877-9512
Mason County DCD—Building Dept.
426 W Cedar St
Shelton, WA 98584 of WAsk '
Tom&Turi Martineau
PO Box 1107 '—
Hoodsport, WA 98548 .p
'A a0784 9
General Contractor
�'s IONAL'� 1
Integrated NW Construction,LLC
60 N Lake Cushman Rd, Suite
PO Box 1008 Hoodsport, WA 9854
(253)888-5314 ext 2
Re; Shoreline Geotechnical Assessment
Lake Cushman Div. 11, Lot 11
121 N Lakefront Loop
Hoodsport, WA 98548
Parcel No.: 42332-50-00011
Mason Co. Case No.s; GE02015-00034,
MEP2015-00033,SEP2015-00059=
SHX2015-00109,BLD2015-00673
Scope of Review: I was contacted by Mr. Richard Ohl of"Integrated NW Construction"earlier
this month to inform me that the Mason County Planning Department has requested that a
"Shoreline Geotechnical Assessment"is required to be submitted for the shoreline work already
performed at the Martineau property located at the above address.This assessment generally
follows Mason County's Shoreline Stabilization Submittal Checklist as adopted in May 2018.
Site Development& Landowner Concerns: The Martineaus retained Integrated NW
Construction to replace a portion of an existing bulkhead and other features as identified in
Integrated NW Construction's Scope of Work(attached)as well as the project drawings produced
by myself dated 2/3/2023 (attached).
The work complies with MCC 17.50.340 B.2 a.i,and a.iii in that the bulkhead provides protection
to the residence on the property and the septic system components,and that it provides the only
access associated with the principal use of the property that cannot be feasibly relocated.
Due to the deterioration of the wood piles and pier/deck components,the Martineaus are concerned
about safety and the use of the shoreline features to access lake Cushman.
P-i1e:C:Wrgieds MartineauWhoreline Stabilization Rpt I of 6 4/8/2024
TAHJA ENGINEERING,Inc.
PO Box 235,I Ioodsport, WA 98548
(360)877-9512
The attached plans provide the locations of the existing features as well as the completed repairs
and replacement items.The existing residence(Built 1983)is roughly 70' horizontally upland
from the existing bulkhead with an average downslope of 65°.No wetlands or surface water
drainage system adverse issues were identified.
Site Vegetation: The site vegetation has been planted and maintained as landscaping with
naturally occurring vegetation surrounding the residence.
Discussion of Geologic Conditions: The site is located on the easterly shore of Lake Cushman
Reservoir approximately 5 miles west of Hoodsport,Washington on the Olympic Mountain
foothills.
The general slope of the property from Marine View Loop to the top of the bulkhead is
approximately 65°. Probing with a 4' rod found a moderately dense loamy sand(weathered till)
covering most of the site to a depth between 3 &4' deep. Driven pipe-piles were typically driven
to refusal at 14'.Probe locations and depths to the underlying firm hard soil layer are shown on
plan sheets 3&5.
Inspection of the Washington State Interactive Geologic Map indicates that the site soils are
Continental Glacial Deposit of the Fraser Glaciation,Vashon Stade described as soil category Qgo
&Ever,which are described as follows:
' 55,.\'
tom, F 55 �
Martinea#�
x
Site
50 ;p
; ill
/ �Q�" t3p
j er
cf ; f ,"�15 5
Y s0, t s -
Oap �- - �
_ 45
:77 Qgo �E .
^P 4A ElR nt5li. Qqa ..
File:C:INrojectsiMartirteaulShoreline Stcrbiliration Rpt 2 of 6 4/8/2024
TAHJA ENGINEERING, Inc.
PO Box 235,Hoodsport, WA 98548
(360) 877-9512
CONTINENTAL GLACIAL DEPOSITS
Fraser Glaciation,Vashon Stade
Proglacial and recessional outwash,late Wisconsinan(Pleisto-
cene)—T}picallF poorly to moderately sorted.rounded gravel and
sand with localized coarser-and finer-grained constituents: lithologi-
cally varied miscue of mostly northern-provenance clasts,especially
containing g•aruitic and metal noiphic rocks that identiAy the aunt as
being deposited by the Puget lobe of the Cordilleran glacier: also con-
tains vaiNu 2:amounts of locally derived Crescent Formation basalt.
and in the*Mox Chehalis Creek valley.central Cascade Range—
derived andesitic clasts:typically shades of gray where fresh or
brown where stained especially in proglacial and morainal areas:buff
staining near the ground stuface: fine sand. silt. and clay constitute
local overbank sediments heaving relatively poor permeability or del-
taic foreset beddurg along north sides of valleys with higher permea-
bility:porous and permeable enough to yield small to moderate quan-
tities of giotuidwater:very poorly consolidated to loose:moderately
to well-rounded clasts:mostly unweathered with rare weathered
reworked clasts: thickness varies and is not well known:most com-
monly occupies outwash channels scoured.into or through till.
Eve Crescent Formation basalt, flow doininated
Inspection of the Soil Survey Map of Mason County found the soils listed as"(Rc)Rough
mountainous land of Hoodsport soils which are described as a moderately shallow soil layer
resting on top of a cemented glacial till layer. The Hoodsport soils are not listed under Mason
County's Resource Ordinance as an erodible soil. Inspection of the Washington Coastal Atlas,
landslide hazard section, found the site located in an area identified as"stable".
The project area lies at the base of the Olympic Mountain Foothills which can be characterized as a
mix of ravines,valleys,and a gentle sloping shelf which connects the foothill plateau with the
steep Olympic Mountains to the west. The immediate upslope geomorphology of the Martineau
property may be described as"hilly".
Assessment of Relevant Wetlands&Surface Water Drainage: The general slope of the
property helps keep the property well drained and dry.No evidence of rutting or stormwater
channeling on the Martineau or neighboring properties were evident during site visits to the
property.The property is located fairly high(600-feet+)above the Hood Canal Sea Level
elevation.No indications of groundwater surfacing,or wetlands were found on or around the
property.Assessment of Site Vegetation:The Martineaus maintain the vegetation in their yard
with naturally occurring native vegetation and landscape plantings.The overall site may be
considered natural.
rile:C:tPrcjectrlkfartineuuLSHorelitte Stabilization Rpt 3 of'fi 4/8/2024
TAHJA ENGINEERING,Inc.
PO Box 235,lioodsport, WA 98548
(360)877-9512
Assessment of Regional/Site Geology:Approximate depth to hard or competent sail: Soil probe
locations&depths are shown on plan sheets 3 &6 along with measured depths to the underlying
hardpan layer.Most of the undisturbed areas have a moderately dense soil layer approximately 30-
inches deep overlying the strongly cemented till or basalt rock.
Assessment of Regional/Site Geology including the influence of Wave or Tidal Processes:
The Martineau property and residential properties surrounding the site display no evidence of
recent slope instability or earth movement.The Martineau and surrounding properties are
constantly subject to erosion from wave and"tidal action"—annual raising and lowering of the
lake's surface water elevation between—710 feet sea level and 738 sea level". With the shoreline
being annually submerged and then exposed,the freeze thaw environment erodes the entire
shoreline and roughly 1 to 2"of shoreline elevation is eroded away each year.
Evaluation of Erosion or Flooding Issues: The residence was built in 1983 and has not been
subject to any erosion or flooding issues other than the shoreline and bulkhead deterioration.
Evaluation of the Amount of Time until Primary Structures or Major Utilities will be
damaged by Wave or Tidal Action: If the bulkhead and slope behind the bulkhead are not
maintained,the bulkhead could fail within a couple of years. The existing septic system was
installed 100 feet landward of the Lake Cushman shoreline,and any loss of ground between the
existing bulkhead and septic drain field would create a potential public health hazard.
Discussion of Alternative Approaches to reduce the risk from Erosion on the site: The
bulkhead could benefit from having logs anchored along the toe of the existing bulkhead,no"soir'
annoring erosion control features have been found to be successful.
Discussion Describing the proposed shoreline stabilization is the minimum Necessary: The
shoreline armoring being repaired has lasted several decades,and unless it is allowed to remain
with routine maintenance,the existing residence could fail as well as the existing septic system.
A Site Plan drawn to scale depicting property features,including Cross Section View:
A site map drawn to scale showing the property boundaries,scale,north arrow,and the location
and nature of existing and proposed development on the site:
Supplementary Photographs:
y,
9 n!
tl4
e d
rile:C.IProjertslMartineautVhoretine Stabiti_alion Rpt 4 ol'6 4/8/2024
TAHJA ENGINEERING,Inc.
PO Box 235,Floodsport, WA 98548
(360)877-95I2
i
. J
3•
-41
ML
{
f
File:(..Il'rojectslhlartineaukShoreline Stahili`ation Rpt 5 of 6 4/8/2024
,rAHJA ENGINEERING,Inc.
PO Box 235,Hoodsport, WA 98548
(360)877-9512
. x
This concludes my assessment of the Martineau property located in the plat of Lake Cushman
community of Mason County, Washington. In brief, it is my opinion that the property and
proposed improvements are not in jeopardy from instability or earth movements,and should be
allowed to proceed without additional landslide stability investigation or reporting. Please feel free
to contact me if there are any additional concerns or issues required to be addressed by Mason
County's Resource Ordinance 1705.
Sincerely,
Ak n A. Tahja, P.L.
Attached: Shoreline Geotechnical Assessmrnt Checklist
Integrated NW Construction's Scope of Work
Pile Driving Report
10 Page Plan Set with 1 Cross Section Sheet
File:C:I ProjectvlA4artineautShoreline Stabilization Rpt 6 of 6 4/8/2024
psa@integratedNWconstruction.com
From: Wright,Wynnae <wwright@cityoftacoma.org>
Sent: Monday, March 18, 2024 1:11 PM
To: Tom Martineau
Cc: psa@integratedNWconstruction.com; Caralyn Valdeman
Subject: RE: Martineau (D11 L11) - Fixed pier reduction
Flag Status: Flagged
Hi Tom,
Thank you for checking in. I did receive the photos. One thing I forgot to ask as it was not shown in the
photos, was were they able to remove the concrete anchor at the end of the dock? And was the County final
inspection completed? I will need as-built drawings to use in the SUP since the final configuration is different
then what is shown in the approved drawings. I have copied Integrated on this so they know what I need.
Thanks,
Wynnae
Wynnae Wright ( Tacoma Power
Shoreline & Lands Coordinator
C: (253) 318-2527
wwrightCaD_cityoftacoma.org
From:Tom Martineau<tom@martineau.name>
Sent: Monday, March 18,2024 1:04 PM
To:Wright,Wynnae<wwright@cityoftacoma.org>
Subject: Re: Martineau (D11 1_11)-Fixed pier reduction
Wynnae:
On March 14th, Integrated NW Construction sent pictures of my dock's fixed pier reduction. Do you need
anything else from us?
Tom
206-799-3211
tomgmartineau.name
On Thu, Feb 22, 2024, 2:21 PM Wright, Wynnae <wwright@cityoftacoma.org>wrote:
Hi Sarah,
Ah, yes, I reversed the numbers. The float is 145.5 sf, thank you for catching that. I look forward to
hearing about this work being scheduled.
i
Thank you,
Wynnae
Wynnae Wright I Tacoma Power
Shoreline & Lands Coordinator
C: (253) 318-2527
wwright(cDcityoftacoma.org
From: psakintegratedNWconstruction.com<psa ,integratedNWconstruction.com>
Sent: Thursday, February 22, 2024 2:23 PM
To: Wright, Wynnae <wwright@cityouftacoma.org>
Cc: 'Tom Martineau' <tom martineau.name>; Loo, Teresa<TLookcityoftacoma.org>; 'Caralyn Valdeman'
<Caralyn(&integratedN Wconstruction.com>
Subject: RE: Martineau(DI 1 Ll 1) - Fixed pier reduction
Hi Wynnae,
Thank you for following up on the Martineau fixed pier reduction. We did a site visit on Monday with Tom.
We have not received the signed change order yet, which we require before the next steps. Once we have that
we can get moving on this.
I see a minor typo on your measurements below, the float area is 145.5 SF. I just want to make sure we're all
on the same page about this. We understand that the reduction is to get the total overwater area to 340 SF at a
maximum.
We'll keep you updated on scheduling the work.
Regards,
2
Sarah Kupers
Project Manager - PSAs and Permitting
Integrated NW Construction, LLC
General Contractor License #: INTEGNC843J1
60 N. Lake Cushman Road, Suite 109
PO Box 1008
Hoodsport, WA 98548
Cell: 360-968-3441
Main: 253-888-5314
Fax: 253-231-3765
Email:PSACcbinteg rated NWconstruction.com
Web:www.integ rated NWconstruction.com
From: Wright, Wynnae <wwrightkcityoftacoma.org>
Sent: Thursday, February 22, 2024 1:24 PM
To: psakintegratedNWconstruction.com
Cc: Tom Martineau<tom�martineau.name>; Loo, Teresa<TLoogcityoftacoma.org>; Caralyn Valdeman
<CaralyyngintegratedN Wconstruction.com>
Subject: Martineau(D11 L11) - Fixed pier reduction
Importance: High
Hi Sarah,
I met with Tom Martineau on-site last week (2/14) to discuss the pier reduction plan to bring it down
to no more than 340 sf. Tom placed blue tape across the fixed pier at the location for it to be cut
back. Please see attached photo.
The approximate measurements of what will remain are:
3
Fixed pier (to be reduced to): 9.08' x 21.42' = 194.46 sf
Float (existing): 13.75' x 10.58' = 154.5 sf
Total: 339.96 sf of overwater coverage
Please update the Mason County building permit to reflect the design change and provide as-built
drawings when the work is completed.
The current construction window is limited. Please advise when this work is scheduled to be
completed.
Thank you,
Wynnae
Wynnae Wright I Tacoma Power
Shoreline & Lands Coordinator
C: (253) 318-2527
wwright(a-)cityofta coma.orq
4
psa@integratedNWconstruction.com
From: Wright,Wynnae <wwright@cityoftacoma.org>
Sent: Wednesday, February 7, 2024 8:33 AM
To: psa@integratedNWconstruction.com
Subject: RE: Project status updates
Attachments: Martineau_AppReview_06.27.19.pdf
Hi Sarah,
Sorry for the confusion. I should have circled back with you after I talked to Tom. I told Tom that the most
important thing for TPU in the dock plans that were approved was the reduction of overwater coverage to 340
sf(See attached app review). This allows for flexibility to deal with the plausible issues with the overlapping
dock and float. So at the end of the day, if the total overwater coverage is 340 sf or less (this includes the
float), then it would be ok with Tacoma.
I told him the easiest thing would be to follow the approved plans because it is already permitted. I told him if
he wants to change the plans the get down to 340 another way, then it would require going back to the
regulatory agencies for changes to the permits and Tacoma for an amendment to the Construction License. I
also let him know that the construction window generally closes in early April as so he doesn't have a lot of
time.
We talked about the fixed section overlapping the float and the concerns with the new flotation potentially
causing damage/being damaged during full pool. He mentioned wanting to wait to see how the float reacts to
full pool, but I reminded him that his permits did not extend that long and that in-water work is (generally) not
allowed. This is especially a problem for him as his float cannot be removed.
Let me know what he decides to do.
Thanks,
Wynnae
Wynnae Wright I Tacoma Power
Shoreline & Lands Coordinator
C: (253) 318-2527
wwriclht(a.cityoftacoma.org
From: psa@integratedNWconstruction.com<psa@integrated NWconstruction.com>
Sent:Tuesday, February 6, 2024 4:44 PM
To:Wright,Wynnae<wwright@cityoftacoma.org>
Subject: RE: Project status updates
Hello Wynnae,
1. Roush (D4 L116)—We're in the process of working with Mason County to reduce the mitigation planting plan
that was originally proposed.
2. Martineau (D11 L11)-Tom called me last Thursday and had an interesting interpretation on what you'll accept
to reduce the fixed pier. He is under the impression that if he removes the I-shaped portion of the fixed pier
where it overhangs the float that you'll approve less reduction in the total length. I told him that I did not
i
interpret your letter that way, nor did I get that impression from speaking with you on the phone about this
project. I've updated Rich about this. He has been sick for the last week or so. He said he'll call Tom tomorrow to
go over this with him. Rich is going to tell him that he is not correct-we need to reduce the fixed pier to the
total length that was approved in the drawings,which is 9.7 feet. He'll let Tom know to also reduce the I-shaped
section where it overhangs the float will require a revision with Mason County and WDFW. Did I get that
correct?
3. Sullivan (133 L20)waiting on updated drawings-correct, I haven't received these from Steve Morta yet.
The other project I need to get back to you on is the Graney project. I want to address some of the concerns you had
about the framing that is being replaced. I didn't get that finished today, but can hopefully send you something on this
tomorrow.
I don't think I'am waiting on anything else from you at this point.Thank you for checking!
Regards,
Sarah Kupers
Project Manager - PSAs and Permitting
Integrated NW Construction, LLC
General Contractor License #: INTEGNC843)1
60 N. Lake Cushman Road, Suite 109
PO Box 1008
Hoodsport, WA 98548
Cell: 360-968-3441
Main: 253-888-5314
Fax: 253-231-3765
Email:PSA()integrated NWconstruction.com
Web:www.integrated NWconstruction.com
From:Wright,Wynnae<wwright@citvoftacoma.org>
Sent:Tuesday, February 6, 2024 2:05 PM
To: psa@integratedNWconstruction.com
Subject: Project status updates
Hello,
Can you please let me know the progress of the following projects:
1. Roush (D4 L116) Rich told me there were still a few things to finish up, but that was a few weeks ago.
2. Martineau (D11 L11) 1 spoke to Mr. Martineau and sent a letter(via email) about further reductions that
need to be made to the fixed deck. Tom said he was going to talk to Rich.
3. Sullivan (D3 L20) waiting on updated drawings.
4. Others?
Is there anything you are waiting on from me?
Thanks,
Wynnae
Wynnae Wright I Tacoma Power
Shoreline & Lands Coordinator
C: (253) 318-2527
wwrightCa)cityoftacoma.orq
2
I
Mason County
0 Mason County - Division of Community Development
615 W.Alder St. Bldg.8
•� � Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
rOF
019-01054 BULKHEAD OR DOCK- RESIDENTIAL
T DESCRIPTION: DEMO, REMOVAL AND DISPOSAL OF 132 ISSUED: 04/21/2020
ECK ADJACENT TO PIER, SHORELINE DEBRIS, GABION
WIRE AND ANY CONCRETE DEBRIS. REDUCTION OF PIER EXPIRES: 10/18/2020
F. REPAIR OF 9 EXISTING PILING. RETRO FIT EXISTING
NG DOCK WITH ENCASED STYROFOAM BILLETS. REPAIR OF
G ON EXISTING CONCRETE 53.6' BULKHEAD AND
RUCTION OF CONCRETE BULKHEAD IN PLACE OF EXISTING
BASKETS, WITH ADDITION OF 8'WING WALL. REPLACE
NG BUOY WITH MOORING BUOY ALTERNATIVE.
DRESS: 451 N MARINE VIEW DR HOODSPORT
PARCEL: 423325000011
APPLICANT: THOMAS J&TURIE S MARTINEAU OWNER: THOMAS J&TURIE S MARTINEAU
18009 NE 13TH STREET 18009 NE 13TH STREET
BELLEVUE,WA98008-3423 BELLEVUE,WA98008-3423
CONTRACTOR: INTEGRATED NW CONSTRUCTION
P 0 BOX 1008
HOODSPORT,WA98548
CARALYN-206.310.42
GENERAL CONTRACTOR'S LICENSE: INTEGRATED NW CONSTRUCTION License: INTEGNC843J1
P 0 BOX 1008 Expires: 04/21/2020
HOODSPORT,WA98548
CARALYN-206.310.42
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 55405.00 $55,405.00 Planning Review Fee $240.00 $0.00
ESTIMATION..) State Fee-Residential $6.50 $0.00
Building Permit Fee $746.62 $0.00
Plan Check Fee $485.30 $0.00
Technology Surcharge $24.64 $0.00
Total: $55,405.00 Totals : $1,503.06 $0.00
REQUIRED INSPECTIONS
Printed by:Genie Mcfarland on:04/21/2020 11:43 AM
Page 1 of 4
A
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
Setback Inspection Hole Inspection
Footing Inspection BLD-Final Inspection
CONDITIONS
" All construction and demolition debris must be removed from the beach after project completion. Proper disposal of
construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State
waters.
Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland
sediments from entering shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or
construction. These control measures must be effective to prevent soil from being carried into surface water by stormwater
runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants. Any discharge of sediment-laden
runoff or other poll utapollutants to waters of the state is in violation of Chapter 90.48 RCW,Water Pollution Control, and
WAC 173-201A,Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement
action. Any work in or adjacent to waterways that will adversely affect water quality must receive specific prior authorization
from the Department of Ecology pursuant to WAC 173-201 A-110. A short-term water quality standards modification may be
issued if the proponent agrees to a number of specific construction practices and techniques designed to minimize water
quality impacts. All areas disturbed or newly created by construction activities must be revegetated using bioengineering
techniques, clean durable riprap, or some other equivalent type of protection against erosion when other measures are not
practical.
A Hydraulic Project Approval from the Washington Department of Fish and Wildlife shall be obtained prior
to work on the banks of or within the waters of the State.
* All required State and Federal permitting must be obtained prior to commencing work on site.
• Per the Biological Evaluation prepared by Kim Schaumburg of BioResources, LLC and dated July 31, 2019, six native
trees or large shrubs will be planted along the shoreline where it is lacking.The trees or shrubs should be acquired using the
recommendations set forth in the Biological Evaluation. Planting, monitoring, and mitigation should also follow the outline of
the before mentioned report.
* It is the property owner's responsibility to submit to the County a monitoring report containing pictures of the required
plants and their location in the shoreline buffer(site plan). Monitoring period is for three years from the date of planting.The
first report with pictures should be submitted to the County right after planting. Property owner shall provide pictures that are
taken against a measuring device or against an object that can be used to reference scale as the monitoring process
progresses.
OWNER/BUILDER acknowledges 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, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent 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 permit/application 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 INVALIDATE THE APPLICATION.
Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
Printed by:Genie Mcfarland on:04/21/2020 11:43 AM
Page 2 of 4
f
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg.8
►w; ' Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
" All other necessary permits from Mason County,Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
Epoxy grout required and specified on the approved building plans shall require a special inspection. The special
inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified
testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in
accordance to manufacturer specifications that are available on-site during inspection.
Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications.
An inspection report shall be prepared and submitted to the Mason County Building Department prior to the framing
inspection of the project.
CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
• The foundation/footing must be placed on undisturbed, firm-native soil.
• Concrete used for basement walls,foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division.There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
All property lines shall be clearly identified at the time of foundation inspection.
Printed by:Genie Mcfarland on:04/21/2020 11:43 AM Page 3 of 4
f
Mason County
Mason County -Division of Community Development
615 W.Alder St. Bldg.8
Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site,approval will not be granted. In addition,a re-inspection fee(refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical In three units horizontal
(33.3%slopes)shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes.
Alternate setbacks may be approved subject to approval of the building official based upon the investigation and
recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include
consideration of material,height of slope,slope gradient, load intensity,and erosion characteristics of slope material.
* A final inspection must be performed by Tacoma Public Utilities prior to scheduling a final inspection with Mason County
Building Department
I 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 any other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Auth 61zeAgent:C� Date: a�
Printed by:Genre Mcfarland on:04/21/2020 11:43 AM Page 4 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BLD2019-01054 BULKHEAD OR DOCK- RESIDENTIAL
PROJECT DESCRIPTION: DEMO, REMOVAL AND DISPOSAL OF 132 ISSUED: 04/21/2020
SF OF DECK ADJACENT TO PIER, SHORELINE DEBRIS, GABION
BASKET WIRE AND ANY CONCRETE DEBRIS. REDUCTION OF PIER EXPIRES:
BY 71SF. REPAIR OF 9 EXISTING PILING. RETRO FIT EXISTING
FLOATING DOCK WITH ENCASED STYROFOAM BILLETS.
REPAIR/REPLACE EXISTING CONCRETE 53.6' BULKHEAD AND
CONSTRUCTION OF CONCRETE BULKHEAD IN PLACE OF EXISTING
GABION BASKETS, WITH ADDITION OF 8'WING WALL. REPLACE
MOORING BUOY WITH MOORING BUOY ALTERNATIVE.
SITE ADDRESS: 451 N MARINE VIEW DR HOODSPORT
PARCEL: 423325000011
APPLICANT: THOMAS J &TURIE S MARTINEAU OWNER: THOMAS J&TURIE S MARTINEAU
18009 NE 13TH STREET 18009 NE 13TH STREET
BELLEVUE,WA98008-3423 BELLEVUE,WA98008-3423
CONTRACTOR: INTEGRATED NW CONSTRUCTION
P 0 BOX 1008
HOODSPORT,WA98548
206.310.4239
GENERAL CONTRACTOR'S LICENSE: INTEGRATED NW CONSTRUCTION License: INTEGNC843J1
P 0 BOX 1008 Expires: 04/21/2024
HOODSPORT,WA98548
206.310.4239
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 55405.00 $55,405.00 Planning Review Fee $240.00 $0.00
ESTIMATION-) State Fee-Residential $6.50 $0.00
Building Permit Fee $746.62 $0.00
Plan Check Fee $485.30 $0.00
Technology Surcharge $26.24 $0.00
Building Plan Review Revisions $80.00 $0.00
Planning Dept. Permit Revision $90.00 $0.00
Review
Total: $55,405.00 Totals : $1,674.66 $0.00
Printed by:Genie Mctarland on:03/15/2023 01:46 PM
Page 1 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
REQUIRED INSPECTIONS
Setback Inspection Hole Inspection
Footing Inspection BLD-Final Inspection
CONDITIONS
All construction and demolition debris must be removed from the beach after project completion. Proper disposal of
construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State
waters.
Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland
sediments from entering shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or
construction. These control measures must be effective to prevent soil from being carried into surface water by stormwater
runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants. Any discharge of sediment-laden
runoff or other pollutapollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and
WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement
action. Any work in or adjacent to waterways that will adversely affect water quality must receive specific prior authorization
from the Department of Ecology pursuant to WAC 173-201A-110. A short-term water quality standards modification may be
issued if the proponent agrees to a number of specific construction practices and techniques designed to minimize water
quality impacts. All areas disturbed or newly created by construction activities must be revegetated using bioengineering
techniques, clean durable riprap, or some other equivalent type of protection against erosion when other measures are not
practical.
* A Hydraulic Project Approval from the Washington Department of Fish and Wildlife shall be obtained prior
to work on the banks of or within the waters of the State.
" All required State and Federal permitting must be obtained prior to commencing work on site.
• Per the Biological Evaluation prepared by Kim Schaumburg of BioResources, LLC and dated July 31, 2019, six native
trees or large shrubs will be planted along the shoreline where it is lacking. The trees or shrubs should be acquired using the
recommendations set forth in the Biological Evaluation. Planting, monitoring, and mitigation should also follow the outline of
the before mentioned report.
It is the property owner's responsibility to submit to the County a monitoring report containing pictures of the required
plants and their location in the shoreline buffer(site plan). Monitoring period is for three years from the date of planting. The
first report with pictures should be submitted to the County right after planting. Property owner shall provide pictures that are
taken against a measuring device or against an object that can be used to reference scale as the monitoring process
progresses.
OWNER/BUILDER acknowledges 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, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent 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 permit/application 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 INVALIDATE THE APPLICATION.
Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
Printed by:Genie Mcfarland on:03/15/2023 01:46 PM
Page 2 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
* Epoxy grout required and specified on the approved building plans shall require a special inspection. The special
inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified
testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in
accordance to manufacturer specifications that are available on-site during inspection.
Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications.
An inspection report shall be prepared and submitted to the Mason County Building Department prior to the framing
inspection of the project.
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
* The foundation/footing must be placed on undisturbed, firm-native soil.
* Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
Printed by:Genie Mcfarland on:03/15/2023 01:46 PM
Page 3 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
BULKHEAD OR DOCK- RESIDENTIAL BLD2019-01054
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* All property lines shall be clearly identified at the time of foundation inspection.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal
(33.3% slopes)shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes.
Alternate setbacks may be approved subject to approval of the building official based upon the investigation and
recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include
consideration of material, height of slope, slope gradient, load intensity, and erosion characteristics of slope material.
* A final inspection must be performed by Tacoma Public Utilities prior to scheduling a final inspection with Mason County
Building Department
* In addition to the inspections required in IBC, Section 110,the owner, the engineer or architect of record acting as the
owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of
work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities
shall be as specified in Chapter 17.
Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA98584
and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall
be submitted prior to the framing and final occupancy inspections.
I 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 any other state/local law regulating construction or the performance of construction.
Issued By: i1
Contractor or Authorize' Agent: 4 Date: �3
Printed by:Genie Mcfarland on:03/15/2023 01:46 PM
Page 4 of 4
NMMUN[IYbrRVSCFb - �. ..�•
1
l) z0fi I
Permit Number Project Title Project Address/Parcel Number
Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International
Building Code,as amended by Washington State. Please acknowledge and return this form to the Mason
County Permit Center.
THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMiENT AND MUST BE
PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HiRED BY THE OWNER AND APPROVED
BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by
Washington Association of Building officials(WABO)or individuals employed by a recognized testing
laboratory and under the direct supervision of a Registered Professional Engineer are typically
considered qualified at the discretion of the local jurisdiction having authority for enforcement.
BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the
responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the
attached"Structural Tests and Inspection Schedule"to this Department for review and approval including
any requirements related to the Mason County Municipal Code.
The Owner, General Contractor, and InspectioniTesting Agency, where applicable, shall also
acknowledge the following conditions applicable to Special Inspection andlor Testing.
1. InspectioniTesting Agency shall submit names and qualifications of on-site Special Inspectors
to the Building Inspection Permit Center for approval PRIOR TO PERMITIS BEING ISSUED,
2. All Special Inspections shall be noted on the approved plans or attached approved
documents.
3. All special inspections shall be approved by the County or as recommended by the Engineer
of Record (EOR).
4. It is the responsibility of the General Contractor to review County approved plans for additional
inspection or testing requirements that may be noted or required per iBC as noted on
approved plans.
5. The General Contractor is responsible for proper notification to the inspection/Testing
Agency for items listed on this form.
6. Special Inspectors shall provide detailed reports on company letterhead to the Building
inspector of all required inspection activities. These may also be provided when the inspector
visits the jobsite for the scheduled Inspection but must be completed before the subject of
inspection is approved by the building inspector.
7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building
Inspector by the Inspection/Testing Agency or other responsible party within a reasonable
time to test results.
a. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The
Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items
requiring testing and inspection have been fulfilled and reported and a final inspection report
shall be provided. A copy of the statement is to be maintained at the jobsite for the Building
Inspectors review prior to final inspections.
Page 1 of 4
MASON COMM
CO�fAfl7NffY6L7tVIC65
ACKNOWLEDGEMENTS
Prior to issuance of a buildiug permit, the Owner, on the advice of the Project Engineer or Architect, shall
complete,sign,and submit this form to the County Permit Center.
Declaration of Owner
I,as the owner of the project,declare that the testing agency firm/s or individual/s listed herein are hired by me to
perform "Special Inspections"and/or"Structural Testing" in accordance with the provisions of the International
Building code(IBC)Chapter 17.
-IRoIV.45 97/rl,4iPTiyEA u -
f ?�/7f 2DZ3
Owner(print) Owner(Signature) �, (date)
Declaration of Registered Professional Architect/Engineer
1, as the design professional in responsible charge of the project listed herein, declare that the special
inspection listed herein are required for this project in accordance with the provisions of the International
Building Code(IBC)Chapter,17.
A
r4
Aichitec ngineer(print) e �
Architect/Engineer Stamp/Signature(date)
3)754
'Pd'CISTIS4�'9 sV
�StONAL E�c'��
Testing Agency Name/Contact
info:
�x z Caw`
The Special Inspection/Testing Agency listed above must have a currcnl Portfolio of Qualifications
on file with the County prior to performing work.
Declaration of the General Contractor
I, as the General Contractor of the project,agree to comply with the"Contracto onsibility"items
Snoere"in.
General Contractor(print) General ontractor Signature (d te)
Page 2 of 4
i
I
M"aNCOUN'1Yka-O�"§�4'h:;,+s�
COMMUNI YSFRVICES
Requited Special Inspections
International Building Code; Chapter 17:
A completed and signed copy of pages 1 through 4 of this form shall be submitted to the
"Permit Center" prior to building.permit approval
Engineer shall check the.applicable items:
0 Special inspection of fabricated items 1704.2.5
Submittals to the building official 1704.5
0 Structures over 75' in height located in Seismic Design Category D, 1704.6.1
CI Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1
0 Steel construction&structural Steel 1705.2.1
Q Cold form steel deck 1705.2.2
0 Open-web steel joists&girders 1705.2.3
❑Cold form steel trusses spanning 60 feet or greater 1705.2.4
❑Concrete construction 1705.3 &Table 1705.3
Shoterete 1705.3
❑Welding of reinforcing bars 1705.3.1
Q Material Tests 1705.3.2
Cl Masonry Construction 1705.4
❑Empirically designed masonry,glass unit&masonry in Risk Category IV 1705.4.1
❑Vertical masonry foundation elements 1705.4.2
•Wood construction 1705.5
•High Load Diaphragms 1705.5.1
❑Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2
QSoils 1705.E &Table 1705.6
®Driven deep foundations 1705.1&Table 1705.7
❑Cast in-place deep foundations 1705.8 &Table 1705.8
0 Helical pile foundations 1705.9
❑ Fabricated items 1705.10
Page 3 of 4
KOONCOUNTy
❑Special inspections for wind resistance 1705.11
El Structural wood l 705.11.1
❑Wind resisting components 1705.11.3
Cl Cold formed steel light frame 1705.11.2
❑ Special inspection for seismic resistance 1705.12
0 Special inspection for structural steel per 1705.12.1
11 Seismic force-resisting systems 1705.12.1.1
❑ Structural steel elements 1705.12.1.2
El Special inspection for structural wood per 1705.12.2
❑ Special inspection for cold-formed steel per 1705.12.3
❑Designated seismic systems 1705.12.4
❑Architectural components 1.705.12.5
❑Plumbing,mechanical& electrical components 1705.12.6
❑ Storage racks 1705.12.7
❑ Seismic isolation systems 1705.12.8
❑Cold-formed steel special bolted moment frames 1705.1,2.9
❑Testing for seismic resistance 1705.13
❑ Structural steel 1705.13.1
❑ Seismic fore-resisting systems 1705,13.1.1
❑ Structural steel elements 1705.13.1.2
Nonstructural components 1705.13.2
Designated seismic systems 1705.13.3
11 Seismic isolation systems 1705,13.4
❑ Sprayed fire-resistance materials 1705.14
❑Physical and visual tests 1705.14.1
0 Structural member surface conditions 1705.14,2 (1705.14.3 through 1705.14.6.3)
❑ Mastic&intumescent fire-resistance costings 1705.15
Q Exterior insulation&finish systems (EIFS) 1705.16
❑Fire-resistance penetrations and joints 1705.17
❑Penetration firestops 1705.17.1
❑Fire-resistant joint systems 1705.17.2
❑ Testing for smoke control 1705.18
❑Testing Scope 1705,18.1
Page 4 of 4