HomeMy WebLinkAboutBLD2003-00299 BUILDING PERM MLA03-00259
IT APPLICATION Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00299 Received Date: 5/9/2003
SITE ADDRESS: 263 BLUEJAY LN
PORT LUDLOW, 98365
OWNER: VINCE B RICHEY PHONE: (360)437-9739
M JANE RICHEY
263 BLUEJAY LN
PORT LUDLOW WA 98365-9570
SUBDIVISION: OLYMPIC SHORES DIV 1 Block: Lot: 2
PARCEL NUMBER: 983300002 Section: 9 Township: 27 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION DETACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 35,638.00 MAIN:
CODE EDITION: 1997 ADD'L: HEAT TYPE: UH
OCCUPANCY: HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGES 1,512 SETBACK:
DECK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM:
PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO _AREA_
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way _ Floodplain
Routing Date: (-4 fi(a -7 �n r2 F&W
Shoreline Landslide
Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
ED
Permit $502.35 MAM 05/13/03 56097
Plan Check $326.53 MAM 05/13/03 56097 A P P ® f
State Building Code $4.50 MAM 05/13/03 56097 �/
Total: $833.38 JUL 2 i" 2003
Jefferson County Planning
&41Building De tm_e
SG
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00299 Received Date 05/9/2003
SITE ADDRESS: 263 BLUEJAY LN Issue Date 07/21/2003
PORT LUDLOW, 98365
APPLICANT: VINCE B RICHEY PHONE: (360)437-9739
M JANE RICHEY
263 BLUEJAY LN
PORT LUDLOW WA 98365-9570
SUBDIVISION: OLYMPIC SHORES DIV 1 Block: Lot: 2
PARCEL NUMBER: 983300002 Section: 9 Township: 27 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: DETACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS: .SE?6AGx.5 4A" /i/
[ ] UFFER: : ' z/f/Y J
[ ] Footing: MO I.)o S2si'B C4 1 '74.)LS[ ] Foundation: ,A‹ 3/3/oy '�/"-
[ ] Underground Plumbing: (((///��r
[ ] Underground Insulation:
[ ] Shear Wall : 2I �z6 G,S
[ ] Framing: OK -2124/15 4.4
f 1 Plumbing: /
[ ] Propane Tank/L'nes:
[ ] Insulation: A)�
( 1 Sheetrock:
[ ] Septic Sytem Final Approval:
1 Zoning Final Approval:
[ ] Final/Occupancy Approval: '3k' 7 145 4/
HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
• •
SPECIAL CONDITIONS FOR CASE A BLD03-00299
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 20, 2003 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
eagle; seismic; landslide 2; SUSC aquifer recharge; coastal SIPZ.
2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
5.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
7.) A Geotechnical Report prepared by Western Geotechnical Consultants, Inc. dated
November 17, 1999 was submitted in conjunction with the construction of the single family
residence permit in 1999. The report was reviewed for reference in conjunction with the
detached garage application.
8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
9.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
10.) An address of 263 Bluejay Lane, Port Ludlow has been assigned to the parcel. Bluejay
Lane is a county local access road (C450309).
•
11.) Prior to and during approved construction activities, the perimeter of the Ian slide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
12.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
13.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
14.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
15.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
16.) A Stormwater Management Permit has been submitted and approved by the Department
of Community Development. Once the subject permit has been issued the applicant shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
17.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA)pursuant to WAC 197-11-800(1)(b)(i).
18.) The revised site plan dated May 22, 2003 has been reviewed for consistency under the
UDC, and has been approved by Jefferson County Department of Community
Development. Any modifications, changes, and/or additions to the stamped, approved
site plan dated July 10, 2003 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
19.) This approval is for a detached garage and deck only. Any future permits on this site are
subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
20.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
21.) A Binding Advanced Determination (BAD) (CAR97-0308)was finaled on February
18,1998. A septic permit(SEP99-0333)and critical area review(CAR99-0507)were
finaled in September 2000. A building permit(BLD99-0816)for a single family residence
was finaled on September 13, 2000. A building permit(BLD03-0128)for a propane tank
and piping was approved on March 4, 2003.
22.) The parcel was created through the Olympic Shores Division 1 subdivision on August 28,
1990 under AFN 334027.
23.) Maximum lot coverage shall not exceed 25%.
24.) The building height shall not exceed 35 feet.
25.) Minimum setback from Bluejay Lane right-of-way is 20 feet. Minimum setback from
ingress/egress easment right-of-way(s)shall be 20 feet. Minimum side and rear yard
setbacks are 5 feet.
26.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
•
27.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk(or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
28.) If the retaining wall exceeds four(4)feet in height, the Jefferson County Building
Department needs to be contacted to determine if a building permit is required. Jeff Avery
is the Senior Building Inspector and can be reached at 360-379-4450.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999
• Jefferson Sty II:,1 :rtment of Community Development
r4). O °e 621 Sheridan Street,Port Townsend WA 083681360]370-4450
^y J ..
e,rmat App - eocaton
;,[141 , i,,..„, ...,,,2,, ...-- ;,__...,
Project Description: QN.4.
Building Type: Project Type: •9 Frame Type:
❑ Single Family X New `1 Wood 9w r a 9%I*
A. Garage Attached/Detached, _ Addition ❑ Steel
i '.`,",CLUNTY
❑ Modular ❑ Alteration,R�tntxlel , 1.1_C E EI G{:, ❑ Concrete
❑ Commercial ❑ Repair "'" "" ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition X Other,_ ,__ -
❑ Industrial
,� Other: c� .e,
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one: A.Existing: C'• Existing: -r
g g 4... ❑ Sewer ❑ Community System ' ❑ Electricity ❑ Oil
Proposed: Proposed: c".; ❑ Individual System ❑ Woodstove ❑ Propane
Total: '; Total: If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ❑ Alternative A/A ❑ Other
Permit# SEP
Water Supply: /,„'7I
1 ❑ Private well ❑ Two Party Well❑ Public:Name of water system:
Square Footage: For Office Use Only
Main FloorConsistency Review 47.00
2ND Floor Base fee 50Z•?jS
3rd Floor Plan Check fee—65% 32�• �3
Htd Basement State Surcharge fee C{.,50
Unhtd Basement Subtotal • ' 8-
Garage/Carport S1Z. S • . -P..,
•5g Pot Water Review fee
Decks r -- 911/Rd Approach fee p
Commercial TOTAL p go- 323
Industrial Receipt# 56,0 Q."1
Other T rP.-e,:;...,) S;0 0 o s9-t. Cash/Check# 17
Total Valuation:_ Initials �./ (9,�1
Or � Date 7/ q(03
Estimated Cost: of{/5 d p 0, (
If within 200' of the Shoreline, ,!°f `.
Distance to Bank or Ordinary High Water Mark ft. Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access d right of entry to Jefferson Co nd it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the plicant's property or struct sh e requested and shall occur during regular business hours.
•
Signature: Date: /(,( 7, zou
OVFR Op
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Protect your investment. This 3-in-1 contbinatiortgarage offers a standard 2.car
garage with extra large shop area,attached to an RV garage. The conventional
wood-framed construction assures economical construction cost.
For a pleasing appearance, the roof slopes were designed for balanced building
mass,suited to residential scale.
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JEFF E RSON COUNTY
DEPT DF commuN,n DEVELOPMENT
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�. JEFFERSON COUNTYi��� 4 � �`: �`����--,�� 1I`II �� f,'DEPARTMENT OF COMMUNITY DEVELOPMENT4. tI �621 Sheridan Street• Port Townsend • Washington 98368t 360/379-4450 • 360/379-4451 Fax JEFFERSON COUNTY
http://www.co.jefferson.wa.us/commdevelopment/ Li
Of CC?MMU-'NIzl CFVELOPMENT
Stormwater Management Permit Supplemental Application
(Stand-Alone or Integrated)
MLA# C93 a99 PROJECT/APPLICANT NAME: tndra9e Y devAc, T{Yr'gc p l/r kmA.
Applications for clearing and grading, land-disturbing activities, and building permits or other land use approvals that require a
stormwater management permit shall include the following information. This information may also be provided on other diagrams,
. plans, studies, or attachments submitted with the project application. If so, please indicate such on this permit application. The
Administrator may waive specific submittal requirements determined to be unnecessary for review of the application.
1. Source of fill material and deposition of excess material. Mt, ,2 'LL / ,Uc ,}r ce,5 s / 3 5 t vs-.a Y,r•43
>c [5T i N rc 14-1-1 Tl�6Z,41-1- b c3✓ac 2►%..�'C vat),,-.13^ sue- "o.r a < Fl. '7�rr6,cc..ems, l t I
2. Physical characteristics of fill material: „V"1
3. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code. Al/a-
4. Proposed surfacing material. P.a,,-t'r a`1 9 r-a..re( .�., •_-_'t, o .1 .0 i v Qw o... ��ae-2.
C-µ^'�� 5(.�Y --Pia y cr .res.5 st a.,.-I.A. cam,Pc.✓-
5. Proposed method(s)of drainage and erosion control. -, ct. ,,_5 xr,s.:.. LZ.A.4_S a't Pc...L'......Act- ,T-
N b+ ro r�R f 41 o 5 cA.s-4\ t..KA3.-r R v-s-? (C rb'asc-k C+J'Oa 1 tr
6. Methods for restoration of the site. .-P,,. o.. 9 )-t,fie,
7. Demonstrate that instream flow of water will remain unobstructed. 'Lax 1 S;L-�- - J^�.".c ,Q c" a.. o.%ta i
5,04iv• #1R,s_,4
8. Demonstrate that erosion and sedimentation from outflow channels will be minimized by vegetation or other means,and
demonstrate that pond runoff will be controlled to protect adjacent property damage. a�,.b,`„�, 5�.rc,. o�,-y
cb,-E- c b-..._ v , e.-. c - doe o. Q-c. a 64.. yk.n.r..r Ara-t.n. It C-c e..- t PCS"`p
S 7,r( % A.1 6. s+ c.....cT'-P'Q- G-r'�.4.2�. w 69 r e l..sa_r 7-7j
By signing the a plication form,the applicant/owner attests that the information provided herein is true and correct to the best of their
knowledge. I o certify th- - application is being made with the full knowledge and consent of all owners of the affected
property. r
(LANDOW OR AUTHORI D- PRESENTAT E-IGNATURE) (DATE (
STORMWATER MGMT PERMIT.DOC REV.12/20/02
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WALL FRAMING ` I�
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O I DOORACCATION
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= ELECTRICAL OUTLETS
�'e ,AND LIGHTING
x SHALL BE PER OWNER DIRECTION
N
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x 6068
1° DOOR
2 X 6 @ 16' O.C.
WALL FRAMING
SHEATHING REQUIRED ON
THIS SIDE OF WALL ONLY
o� H (USE 1/2' CDX)
2-CAR GARAGE " RV GARAGE y o
m CONCRETE SLAB
FLOOR 2 X 6 @ 16' O.C.
WALL FRAMING
cc
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m LINE OF OPEN
=9 a DOOR ABOVE
36' X W
CONCR TE
x
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DOOR
m
DOOR
Ir
36' X 6'
2 X 6@ 16' O.C. �� I I CONC ETE
WALL FRAMING LAND G
N \ 3068 -
5-1/8 X 12 GLB HEADER P I DOOR
SW2 16' X 6' GAPAGE DOOR. * SW2 P X WALL L F 16,M
RAM O.C. n
" MWG �
_O LINE OF ROOF OVERHANG ABOVE
GARAGE DOOR m
6 X B HEADER
FRAMING DETAIL
SW2 10, X 12' GARAGE DOOR SW2 I I
ht4'f - 9 2003
77
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THREE STUDS REQUIRED
AT HOLDDOWN
LOCATION, TYP.
SHEARWALLS:
SW1 =5/8' T1-11 PLYWOOD PANEL SIDING W/ 8d @ 6' O.C., EDGES
IA i
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SW2 = 5/8' T1-11 PLYWOOD PANEL SIDING W/8 d @ 3' O.C., EDGES
ZZ
NOTE: ALL SHEARWALLS W/ Bd @ 12% FIELD
NOTE:
SHEARWALL HOLDDOWNS:
SEE EXTERIOR
FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING
SIMPSON STHD14 EMBEDDED INTO CONCRETE
ELEVATIONS FOR
OR CENTERLINE OF BEARING, TYP. AS SHOWN.
FOUNDATION AND FULLY NAILED
WINDOW SIZES
TO WALL FRAMING. LOCATE
AND FUNCTION
FLOOR PLAN
WHERE SHOWN (* 1
WINDOW AND DOOR
HEADERS SHALL BE 2- 2 X 6 HF2,
��4� _ 1�_��
NOTE:
1/2' COX PLYWOOD SHEATHING MAY BE USED FOR
UNLESS OTHER -WISE NOTED
INTERIOR SHEAR WALL AND FOREXTERIOR SHEARWALLS
UNDER OPTIONAL SIDING MATERIAL
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