HomeMy WebLinkAboutBLD2004-00017 illt
UILDING PERMIT APPLICA&N MRAOW00015
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00017 Received Date: 1/9/2004
SITE ADDRESS: 5935 OLD GARDINER RD
PORT TOWNSEND, 98368
OWNER: WILLIAM M JAMES PHONE: (425)883-8098
LINDA 0 JAMES
14328 221ST AVE NE
WOODINVILLE WA 98072-5115
SUBDIVISION: OLSEN SHORT PLAT Block: Lot: 4
PARCEL NUMBER: 902133009 Section: 13 Township: 29 N Range: 02 W
CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080
PO BOX 100
CHIMACUM WA 98325
Contractor's License TOLLEBI977N9 Expires 3/15/2005
REPRESENTATIVE: MARK GETZENDANER PHONE: (360) 379-8125
5825 OLD GARDINER RD
PORT TOWNSEND WA 98368
PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE & DECK(S)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,800
VALUATION 400,000.00 ADD'L: HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: 1,212 HEAT TYPE: RAD
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 602 SHORELINE:
CONST TYPE: DECK: 608 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 3 Prop: 3 Seismic Streams
Total: 3 Total: 3 Flood Way Floodplain
Routing Date: F&W Landslide
/ /3 01 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: roved/Date
Permit $2,673.75 KAS 01/09/04 62376 PR®V
Plan Check $1,737.94 KAS 01/09/04 62376
State Building Code $4.50 KAS 01/09/04 62376 FEB 1 7 2004
Potable Water Application $52.00 KAS 01/09/04 62376 Jefferson County Planning
Total: $4,468.19 l Building Departme
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AP • ,__ __ -� Jaen arts t of Community Dov mom
ti �6 n swim t, t Townsend WA 88368(3601370-4451
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iis,IIINGo a _ 0cQ�00�
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=�?. C1F t vELOPME` i
Project Description: __- --
Building Type: Project Type: Frame Type:
VSingle Fail y ®` New Wood
LI'Gara Attached°/Detached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete •
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil
Proposed: 2:'/2. Proposed: E Individual System ❑ Woodstove Eh'Propane
Total: Z )lL. Total: If not sewer,fill out the following: ❑ Heat Pump
CWtonventional ❑ Alternative L Other V'4. ►) 'L
Permit# SEP 03 CX.'C:%3�7,
Water Supply: ( �, A
CI Private well ❑ Two Party Well Public:Name of water system: 'VI DC•"T4 l- t;4 S-- '(b'I 'J
Square Footage: For Office Use Only
•
Main Floor I.
j 11 1 5a� 6 Consistency Review 41.00
2ND Floor Base fee g 42 . 15
3rd
Floor Plan Check fee—65% 11 39 °I zt
'
Htd Basement ti E t, 3- 1a�0Qq.11� State Surcharge fee '1 • 6a
Unhtd Basement Subtotal 41 `4 GP.IA . 19
IA Garage/Carport �CAL �'�' I-1 t`'�� Pot Water Review fee a5
�
Decks O I9 3 .r" 5P 11/Rd Approach fee �D
Commercial �O� TOTAL Cob
'i t'r / w
a
Industrial Or " i Receipt# Co 03 I
Other Cash/Check# GI 1 017
Total Valuation: Initials
Or Date i/42/0 I-
..Estimated ott: 1100,1000
If within 201f the Shore
-Distance to Bank or Ordinary High Water Mark o1 ft.Bank Height / X�t 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 and right of en to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applicant's pr or fracture shall be requested and shall occur during regular business hours.
Signature: biAokki , - (Xe7frrn, Date: el f 0'1
OVER 0.
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
0 0
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00017 Received Date 01/9/2004
SITE ADDRESS: 5935 OLD GARDINER RD Issue Date 02/17/2004
PORT TOWNSEND, 98368
APPLICANT: WILLIAM M JAMES PHONE: (425)883-8098
LINDA 0 JAMES
14328 221ST AVE NE
WOODINVILLE WA 98072-5115
SUBDIVISION: OLSEN SHORT PLAT Block: Lot: 4
PARCEL NUMBER: 902133009 Section: 13 Township: 29 N Range: 02 W
CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080
PO BOX 100
CHIMACUM WA 98325
Contractor's License: TOLLEBI977N9 Expires: 03/15/2005
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S)
REQUIRED INSPECTIONS:
[( SETBACKS:
X UFFER:
X Footing: PC-R.1 ncct an 3\ ot-
X] Foundation: ` 1
,[d Underground Plumbing: 3 r y 71 ffeotv-rl86 t 4 hr.
PI Underground Insulation:A4-
XI Shear Wall : ` L-13
W Framing: fpj o -2b" est
I Plumbing: 800 — 15'2t'4t
Propane Tank/ Lines: LCXT6�/ae fROPA'iJ %'uED1C/0//6141 d; e dx,D L o/#'" n-v l 7p//-i
p P� f'r3.
Insulation: die LJ/NLrt ia,, q/vei Ar
X Sheetrock:1.04-11G<5MO .: •,,,73-.,s>
p4 Septic Sytem Final Approval: I "
1 1 Road Approach Final Approval: 'j�APt . -cal D grta l�G IQ`8/03
[ ] Zoning Final Approval:
,i' Final/Occupancy Approval: c eexe#?6a' I/2�,i�ee
HEALTH DEPARTMENT AND - "q APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
TH _ . =A4R OR IT MUST BE PROPERLY RENEWED
•
SPECIAL CONDITIONS FOR COE t BLD04-00017
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on January 23, 2004 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:
Susceptible Aquifer Recharge area, Landslide I Hazard area (slight), Seismic Hazard, Fish
&Wildlife (Blue Heron), Type 5 Stream, Shoreline (Conservancy).
2.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
3.) 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.
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.) Washington State Department of Fish &Wildlife commented on the application on
October 1, 2002 for review of the SPAAD and commented the applicant shall retain
mature conifer on site for osprey &eagle habitat and there shall be no removal of
vegetation from the shoreline buffer.
6.) A Type 5 stream is mapped on the parcel. A Type 5 stream is defined as: "Type 5
Waters" means all segments of natural waters within the bankfull width of the defined
channels that are not Type 1, 2, 3, or 4 Waters. These are seasonal, nonfish habitat
streams in which surface flow is not present for at least some portion of the year and are
not located downstream from any stream reach that is a Type 4 Water. Type 5 Waters
must be physically connected by an above-ground channel system to Type 1, 2, 3, or 4
Waters.
The ravine at the eastern edge of the upper portion of parcel 902 133 009 leads to a large
pit where any flow would likely infiltrate. No defined channel leads to Type 1, 2, 3, or 4
Waters, thus it does not meet the criteria for a Type 5 stream.
7.) A Geotechnical Report was submitted in conjunction with this application. The report
addressed the stability of the geologic hazard area. A minimum setback of 10-feet shall
be measured perpendicularly from the top of the geologic hazard (shoreline) to the
proposed single family residence. (This setback is less than the required shoreline
setback of 30 feet, thus, the larger setback prevails.) The geotechnical Report addressed
the stability of the steep slopes above the building site and adjacent to Old Gardiner Rd,
and determined cutting into the slope is feasible and will not pose a risk as long as the cut
slope is supported by an engineered retaining structure.
8.) The average bank height from the southwestern portion of the parcel to a point 134 feet to
the north along the bank is 9.31 feet. This portion of the shoreline setback is 30 feet from
the Ordinary High Water Mark. The remainder of the parcel shall have a 30-foot setback
from the top of the bank.
9.) The standard setback for residential structures, including common appurtenant structures
such as garages and workshops, shall be thirty (30)feet or one (1)foot for each foot of
bank height, whichever is greater. This setback shall be measured from the bank's edge
when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the
setback shall be measured from the ordinary high water mark. The setback shall not
exceed 100 feet.
10.) The Development Review Division finds that this proposal is consistent with Shoreline
Master Program Section 3.402.5, which exempts the"construction by an owner, lessee, or
contract purchaser of a single-family residence [in shoreline jurisdiction]for the owner's or
owner's family's use..."from the substantial development permit(SDP) requirements
under certain provisions. Exemptions from the substantial development permit
requirements do not exempt a proposed development from compliance with the applicable
policies and standards of the Shoreline Master Program or other applicable Federal,
State, or local permit or license requirements.
11.) The applicant is proposing to ate or add 3,224 square feet of impervious surface and
4,944 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires that your proposal submit a stormwater plan
with analysis meeting Minimum Requirements#1 through#5 of the Department of
Ecology Stormwater Management Manual for Western Washington.
12.) A Stormwater Plan 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.
13.) There shall be no removal of vegetation from the shoreline buffer.
14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
15.) The building height is not to exceed 35 feet.
16.) A minimum of two (2) on-site parking spaces are required for the single family residence.
17.) The building height is not to exceed 35 feet.
18.) This is a legal non-conforming parcel designated as Rural Residential 1:5 under the
Jefferson County Comprehensive Plan Land Use Maps effective August 28, 1998.
19.) This parcel was created September 24, 1979 through the Olsen Short Plat recorded under
AFN 260876, Vol 1, pp 114-115 of Short Plats.
20.) 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.
21.) 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.
22.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
23.) A utility permit(RAP02-00209)was finaled October 8, 2003 for a road crossing. A Site
Plan Approval Advance Determination (SPAAD)was approved November 13, 2002 and
expires November 13, 2007.
24.) A septic permit(SEP03-00032)was approved March 15, 2003 for a system with capacity
of 360 gallons per day.
25.) The proposed single family res ence will be provided potable water by Moa Tel water
system.
26.) A road approach is existing and provides access to both Lot 3 and Lot 4 of Olsen Short
Plat. An easement was recorded November 18, 2002 under AFN 462309 granting an
easment for ingress, egress and utilities over parcel 902 133 008 (Lot 3) to this parcel (Lot
4). An easement was recorded November 18, 2002 under AFN 462310 granting an
easment for ingress, egress and utilities over this parcel (Lot 4) to parcel 902 133 008 (Lot
3). An address of 5935 Old Gardiner Rd has been assigned to this parcel.
27.) 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).
28.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
29.) 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).
30.) The site plan as submitted with the building application on January 28, 2004 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 January 30, 2004 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
31.) This approval is for a single family residence with attached garage and decks 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.
I:\F_BLD_Permit_Buildng.rpt 10/29/19