HomeMy WebLinkAboutBLD2004-00322 ilk •
MLA04-00283
UILDING PERMIT APPLICON Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00322 Received Date: 5/18/2004
SITE ADDRESS: 2715 E MARROWSTONE RD
NORDLAND, 98358
OWNER: JOHN R PATE PHONE: (360) 385-7596
CANDICE J COLE
2715 E MARROWSTONE RD
NORDLAND WA 98358-9520
SUBDIVISION: Block: Lot: TX 74
PARCEL NUMBER: 021332003 Section: 33 Township: 30 N Range: 01 E
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
360 7-1218
Contractors License SOUNDBS027NM Expires 8 9/2 04
REPRESENTATIVE: SOUND BUILDING SYSTEMS INC PHONE: (360)437-1219
RICHARD WELTER
3546 THORNDYKE RD
PROJECT DESCRIPTIOr NEW POLE BUILDING
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 9,274.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 576 SHORELINE:
CONST TYPE: DECK: SETBACK:
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
-le/oYig0e-- Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: r ed/ ate
Permit $181.25 KAS 05/18/04 64462 A PP
R �/F
Plan Check $117.81 KAS 05/18/04 64462
State Building Code $4.50 KAS 05/18/04 64462 JUN - 9 2u :.C,
Total: $303.56 Jefferson Cou'rtfy PP
& BUilfilti flap if'
��.sON Jefferson Cot rtment of Community Development
co� • 621 Sheridan Street, Townsend WA$$3$$[3601378-4450
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Project Description:
Building Type: J Project Type: Frame Type:
❑ Single Family X New DO Wood
til Garage Attached/Detached ❑ Addition ❑ Steel
❑ Modular "` ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair 0 Masonry
Cl Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial •
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: l
Choose one:
Existing: Existing: 0 Sewer El Community System ❑ Electricity ❑ Oil
Proposed: Proposed: -64" V Individual System ❑ Woodstove ❑ Propane
•
Total: Total: If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ® Alternative ❑ Other Norte,
Permit# SEP _
Water Supply:
❑ Private well ❑ Two Party Well 0 Public:Name of water system:
Square Footage: For Office Use Only Main Floor Consistency Review 6//
2ND Floor Base fee /gl, s g
3rd Floor 65% //7, 2/
Plan Check fee—
Htd Basement State Surcharge fee y. 50
Unhtd Basement —.\ Subtotal _ -f• S
Garage/Carport S 7 c 3• co D Pot Water Review fee
Decks 911/Rd Approach fee --GI""
Commercial TOTAL 3S/' S� 6
('
Industrial Receipt# 7I (ao�
Other Cash/Check# ./']p / .
Total Valuation: Initials
Or Date `s�/.?/Vy
Estimated Cost: , 6, 3 lv`l
If within 200' of the Shoreline,
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 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 nght of en ;to e applicant's proper v or st ct re shall c requested and shall occur during regular business hours.
Signatur : Date:
OVER. P-
I I II( MI',Ap .NCNI'R\INFORLU(;AFO1(MS\li1.l)IxrmitAprlication 11-8-01
BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00322 Received Date 05/18/2004
SITE ADDRESS: 2715 E MARROWSTONE RD Issue Date 06/9/2004
NORDLAND, 98358
APPLICANT: JOHN R PATE PHONE: (360) 385-7596
CANDICE J COLE
2715 E MARROWSTONE RD
NORDLAND WA 98358-9520
SUBDIVISION: Block: Lot: TX 74
PARCEL NUMBER: 021332003 Section: 33 Township: 30 N Range: 01 E
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
360-437-1218
Contractor's License: SOUNDBS027NM Expires: 08/19/2004
PROJECT DESCRIPTION: NEW POLE BUILDING
REQUIRED INSPE TIONS:
D9 SETBACKS:
[ ] UFFER:
] Footing: G✓/c,o&fO .- 9-2-`)r
[is] Foundation:
[A] Stormwater FINAL Approval:
[ ] Underground Plumbing:
jQ Underground Insulation:
[ ] Shear Wall :
1,4 Framing:
,
[ 1 Plumbing:
[ ] Propane Tank/Lines: /i A
[ ] Insulation:
[ 1 Sheetrock:
[s] Septic Sytem Final Approval:
[ 1 Road Approach Final Approval: E)ow}.'^5 —
[ ] Zoning Final Approval:
Ml Final/Occupancy Approval 7,%/Y
HEALTH DEPARTMENT 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 CE A BLD04-00322 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on May 24, 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:
Special Aquifer Recharge Protection Areas and High Risk Seawater Intrusion Protectioon
Zones (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.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
4.) 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.
5.) 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).
6.) 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.
7.) MANDATORY MEASUREOF 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 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.
8.) MANDATORY MEASURES FOR 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.
9.) The applicant is proposing to create or add 576 square feet of impervious surface and 576
square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County
Unified Development Code requires that your proposal shall adhere to Best Managment
Practices (BMPs).
10.) 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).
11.) The site plan as submitted with the building permit application on May 18, 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 June 4, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
12.) This approval is for a new pole building 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.
13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
14.) 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).
15.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
16.) The building height is not to exceed 35 feet.
17.) Minimum setback from E Marrowstone Rd right-of-way is 20 ft. Minimum side and rear
setbacks are 5 ft.
18.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use Map effective August 28, 1998.
19.) A septic permit (SEP98-00099)was finaled on June 7, 1999 for a 3-bedroom system.
20.) E Marrowstone Rd (C593909) is a county local access road. The road approach is
existing and an address of 2751 E Marrowstone Rd has been assigned to the parcel.
21.) A building permit(BLD99-00013)was finaled on May 14, 1999 for a garage. A boundary
line adjustment was finaled on December 5, 1995.
22.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through #12 of the Department of Ecology's Stormwater Management
Manual for Western Washington to control stormwater, erosion and sediment during
construction. BMPs shall address permanent measures to stabilize soil exposed during
construction, and in the design and operation of stormwater and drainage control systems.
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