HomeMy WebLinkAboutBLD2004-00201 litUILDING PERMIT APPLICAl)N Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00201 Received Date: 3/26/2004
SITE ADDRESS: 1627 THORNDYKE RD
PORT LUDLOW, 98365
OWNER: BLAKE W NORDSTROM PHONE:
MOLLY NORDSTROM
500 PINE ST FL 6
SEATTLE WA 98101-1744
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 721174034 Section: 17 Township: 27 N Range: 01 E
CONTRACTOR: TIMBERWOLF WOODWORKS PHONE: (360)297-3108
PO BOX 378
INDIANOLA WA
Contractor's License TIMBEW*066CD Expires 4/1/2000
REPRESENTATIVE: GEORGE B WITTLER PHONE: (360) 779-6699
17791 FJORD DR NE STE N-140
POULSBO WA 98370
PROJECT DESCRIPTION NEW GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 35,000.00 ADD'L: HEAT TYPE:
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGE: 432 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: F&W Landslide
3/ 3((GelShoreline _Aquifer
Forest: Commercial Rural
Type Amount Paid Bv: Date: Receipt: /�/� (
PK� �(
1110 / E
Permit $492.25 KAS 03/26/04 64156 �
Plan Check $319.96 KAS 03/26/04 64156 APR 2 1 2004
State Building Code $4.50 KAS 03/26/04 64156
Total: $816.71 Jefferson County Planning
Building Department
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Building Type: Project Type: Frame Type:
❑ Single Family New Wood
Garaged/Detached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-farnily/#of Units ❑ Demolition ❑ Other:
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer ❑ CommunityS stem `❑ Electricity ❑ Oil
Proposed: r Proposed: ❑ Individual System /;-- ❑ Woodstove ❑ Propane
Total: / Total: If not sewer,fill out the following: ❑ Heat Pump � //
❑ Conventional ❑ Alternative ❑ Other fL f, --
Permit# SEP
Y Water Supply:
❑ Private well ❑ Two Party Well 0 Public:Name of water system:
Square Footage: Office Use For Office Use Only
Main Floor Consistency Review D g
2ND Floor Base fee *ICI . 5
3rd Floor Plan Check fee 3 .le . 9(e
Htd Basement State Surcharge fee 1
Unhtd Basement 2 p Subtotal b G- ri t
Garage/Carport 16 fr dl t 1 D, Pot Water Review fee 0 •
Decks 911/Rd Approach fee E)S 14i A G
Commercial TOTAL 8601, 7 j O
Industrial Receipt# Co'9 1 95Q,Cash/Check# 39 (a
c
Initials `°l-�
4r Date 3/2-6/01. -
Estimated Cos .
If within 200' ' )
Distance to Bank or Ordinary High Water Mark A/7 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 attomey'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 entry 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 th applicant's p oper or structure shall be requested and shall occur during regular business hours.
Signature: Date:
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G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004
1
BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00201 Received Date 03/26/2004
SITE ADDRESS: 1627 THORNDYKE RD Issue Date 04/21/2004
PORT LUDLOW, 98365
APPLICANT: BLAKE W NORDSTROM PHONE:
MOLLY NORDSTROM
500 PINE ST FL 6
SEATTLE WA 98101-1744
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 721174034 Section: 17 Township: 27 N Range: 01 E
CONTRACTOR: TIMBERWOLF WOODWORKS PHONE: (360)297-3108
PO BOX 378
INDIANOLA WA 98342
Contractor's License: TIMBEW*066CD Expires: 04/11/2005
PROJECT DESCRIPTION: NEW GARAGE - UNHEATED - NO PLUMBING /8' x 24'
,PWQUIRED INSPECTIONS:Pil SETBACKS: D,' 413,f1/U'
UFFER: ij/,q
[g] Footing: OK 4/30/41 L rot,G,
[ Foundation: dk4/3o f03/P
[ ] Underground Plumbing:
[ ] Underground Insulation:
[ ] Shear Wall :
[i Framing: 1rV 4-5'--Vk
11 Plumbing:
[ ] Propane Tank/ Lines:
[ ] Insulation: 7, -mwr:1•!
tifirr
1 1 Sheetrock: - _ ‘ N _
p Stormwater FINAL Approval:
[ ] Septic Sytem Final Approval: N a Ply nnlo i r�j
1 1 Road Approach Final Approval: Al A J
[ ] Zoning Final Approval: N/g)
Final/Occupancy Approval: ,,/� 3..0.,3 ..,,
HEALTH DEPARTMEN AND PUBLIC WORKS 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 COE # BLD04-00201 •
1.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
2.) 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.
3.) 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.
4.) 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.
5.) 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.
6.) 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.
7.) Prior to and during approved construction activities, the perimeter of the landslide 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."
8.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
9.) 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.
10.) 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.
11.) 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.
12.) VOLUNTARY MEASURES COOASTAL&AT RISK SIPZ: •
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
13.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
14.) 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.
15.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
16.) The project shall adhere to the Best Management Practices (BMPs) to control storrnwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of storm water
and drainage control systems.
17.) The applicant is proposing to create or add 1400 square feet of impervious surface and
1032 square feet of land disturbing activities.
18.) 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).
19.) The site plan as submitted with the building permit application on March 26, 2004 has
been reviewed for consistency under the UDC, and has been approved by Jefferso
County Department of Community Development. Any modifications, changes, and/or
additions to the stamped, approved site plan dated April 20, 2004 shall be resubmitted for
review and approval by Jefferson County Department of Community Development.
20.) This approval is for a detached garage 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.
21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
22.) Not more than two (2) unlicerld or inoperable vehicles shall be stored onny 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 LIDC,
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 A.tea
(ESA).
23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount cf
impervious surface which includes roof tops, driveways, concrete, etc.
24.) The building height is not to exceed 35 feet.
25.) Minimum setback from Thorndyke Road right-of-way shall be 20 feet. Minimum side yard
setbacks shall be 5 feet. The site plan depicts an approximately 260 foot setback to the
top of the shoreline bank.
26.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
27.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
28.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
29.) Per phone message from Shelly Ament, WDFW wildlife biologist, the proposal is more
than 1/2 mile to any Eagle habitat and does not require an Eagle managment plan.
30.) An address of 1627 Thorndyke Road, Port Ludlow has been assigned to the parcel.
Thorndyke Road is a county minor collector road (C418708).
31.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone)
according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a
history of chloride analyses above 200 milligrams per liter(mg/L).
32.) MANDATORY MEASURES OF HIGH RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for waterin g
lawns and gardens. Unless catchment water has been treated to meet drinking waver
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
33.) MANDATORY MEASURES S HIGH RISK 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 requirements:
a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106
for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC
173-160-171 (i.e., within 100 feet of a groundwater source showing chloride
concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an
existing or proposed groundwater well not subject to an Ecology variance, applicant must
provide evidence through a hydrogeologic assessment(relevant components of an
Aquifer Recharge Area Report per UDC 3.6.10.e)of a reasonable probability that the
subject aquifer will not be degraded by the proposed use of well.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
34.) A septic permit(SEP00-0038)was finaled on August 29, 2001. A building permit
(BLD00-0300)was finaled on August 29, 2001 for a single family residence. A shoreline
permit(SDP01-0007)was issued on March 22, 2001 for a tightline over the marine bluff
for stormwater discharge.
35.) A flow meter shall be installed prior to final sign off of the building permit.
36.) The application was reviewed by the Jefferson County Department of Community
Development staff on April 2, 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:
conservancy shoreline designation; eagle; seismic; landslide 2 &3; SUSC aquifer
recharge area; coastal & high risk SIPZ.
37.) 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.
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