HomeMy WebLinkAboutBLD2004-00339 0 BUILDING PERMIT APPLICIIIION MRLAO4-OO Type:
I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00339 Received Date: 5/24/2004'`SITE ADDRESS: GRIFFITHS POINT RD
NORDLAND, 98358
OWNER: JACK SHUBIC PHONE: (360) 379-1122
HATTIE LONGMIRE
501 GRIFFITH POINT RD
NORDLAND WA 98358-9509
SUBDIVISION: Block: Lot: TX 92
PARCEL NUMBER: 021324032 Section: 32 Township: 30 N Range: 01 E
CONTRACTOR: NORTHWEST SUPERIOR BUILDERS PHONE: (360)379-0396
461 SCHWARTZ RD
NORDLAND WA 98358
Contractor's License NORTHSBO24KJ Expires 6/24/2005
REPRESENTATIVE: JACK PAGAN PHONE: (360) 379-0396
461 SCHWARTZ RD
NORDLAND WA 98358
PROJECT DESCRIPTION NEW DETACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 13,576.00 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: 5/a 5/�9 F&W Landslide
Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid Bv: Date: Receipt: -� r v ^
AuSo
Permit $237.25 KAS 05/24/04 64448
Plan Check $154.21 KAS 05/24/04 64448
State Building Code $4.50 KAS 05/24/04 64448 JUN 1- 2004
Total: $395.96 Jefferson County Planning
Blz(//i7r& ing Department
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.�„sorl ° 521 Sheridan T VIA 80<i011 11-4450
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Building Type: P ject Type: Fr a Type:
❑ Single Family New )Wood
,IGarage Attached/Detached 0 Addition 0 Steel
`. 0 Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial 0 Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial
O Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer 0 Community System ❑ Electricity 0 Oil
Proposed: Proposed: 0 Individual System 0 Woodstove 0 Propane
Total: Total: If not sewer,fill out the following: ❑ Heat Pump ,,f
,✓°� 0 Conventional ❑ Alternative ❑ Other Pump,
f i/ f
Permit# SEP
Water Supply:
O Private well 0 Two Party Well❑ Public:Name of water system:
Square Footage: Office Use For Office Use Only
Main Floor Consistency Review -4 2
2ND Floor Base fee 31_ aS
3rd Floor Plan Check fee 1 ble . a►1
Htd Basement State Surcharge fee 4 6�
Unhtd Basement 3
Subtotal 'A' 9(e
Garage/Carport 13 -��r' Pot Water Review fee0
Decks 911/Rd Approach fee t 4\'
Commercial TOTAL -2 j'96
Industrial Receipt# G l'e i R
Other Cash/Check# 3 '1 (o 1
Initials /
s� Date \5P/1/04.
Estimated Cost: 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 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 Cou ty 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 property or structure,Sbe requested and shall occur during regular business hours.
044
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Signature: / Date: 3 r
OVER
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G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004
41)
BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00339 Received Date 05/24/2004
SITE ADDRESS: 500 GRIFFITHS POINT RD Issue Date 06/15/2004
NORDLAND, 98358
APPLICANT: JACK SHUBIC PHONE: (360) 379-1122
HATTIE LONGMIRE
501 GRIFFITH POINT RD
NORDLAND WA 98358-9509
SUBDIVISION: Block: Lot: TX 92
PARCEL NUMBER: 021324032 Section: 32 Township: 30 N Range: 01 E
CONTRACTOR: NORTHWEST SUPERIOR BUILDERS PHONE: (360)379-0396
461 SCHWARTZ RD
NORDLAND WA 98358
Contractor's License: NORTHSBO24KJ Expires: 06/24/2005
PROJECT DESCRIPTION: NEW DETACHED GARAGE
QUIRED INSPE IONS:
SETBACKS:
[� UFFER:
[r Footing ,0—/Es'-0./
,Pi Foundation: Co 'mil-o
Stormwater FINAL Approval:
[ ] Underground Plumbing:
[ ] Underground Insulation:
[ ] Shear Wall :
X Framing: ,._.
[ 1 Plumbing
[ ] Propane Tank/ Lines:
[ ] Insulation: t.A.y._ o. v*-e.d..
[ 1 Sheetrock:
[ ] Septic Sytem Final Approval: N 0 p I, vyk U;.$(.
[ 1 Road Approach Final Approval: {RA 000 b L.
[ ] Zoning Final Approval: Al / i
>ej Final/Occupancy Approval. t_,.�'vZy'aY
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 CCE A BLD04-00339
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on May 27, 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:
Wetlands, Seismic Hazard Areas Susceptible Aquifer Recharge Protection Areas and
High Risk Seawater Intrusion Protection 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.) 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.) Buffers are areas that shall be maintained in their natural condition, however, minor
pruning or alteration of vegetation may be permitted as long as the function and character
of the buffer are not diminished.
6.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock(Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry (Prunus Emarginata), Oregon White Oak(Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry (Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean
Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose(Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium).
7.) Marine shorelines and island are susceptible to a condition that is known 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.
8.) 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).
9.) A setback of 50-feet, measured perpendicularly from the wetland edge, shall be
permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the
wetland or its buffer is allowed.
10.) The project is located in close proximity to an identified wetland and is subject to the
delineation provisions of Section 3.6.9 of the Jefferson County Unified Development Code.
Based upon the proposed location of the project in relation to the identified wetland, the
applicant has agreed to maintain a buffer(setback)that exceeds the standard buffer
requirements by fifty (50) percent. The applicant acknowledges the additional setback
and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland
delineation requirements of the Unified Development Code.
11.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or
every one hundred (100)feet, whichever is less. Signs shall contain the following
statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation."
12.) A permanent physical separation along the upland boundary of the wetland buffer area
shall be installed and permanently maintained. Such separation can include installing
logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC
Administrator.
13.) 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.
14.) MANDATORY MEASURES 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.
15.) 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.
16.) The applicant is proposing to create or add 600 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 Management
Practices (BMPs).
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 as submitted on June 14, 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 14, 2004 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
19.) 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.
20.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
•
21.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on y 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).
22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
23.) The building height is not to exceed 35 feet.
24.) Minimum setback from Griffith Point Rd right-of-way is 20 ft. Minimum side and rear
setbcaks are 5 ft. Environmentally Sensitive Areas further impact setback. In addition the
detached garage shall be setback entirely off of the designated septic easement.
25.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in
height from the finished grade. 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.
26.) 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.
27.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use Map effective August 28, 1998.
28.) There is a recorded Declaration of Easement under AFN 413141, granting an easement
for the placement, maintenance, construction, reconstruction, repair and upkeep of a
primary and reserve drainfield for septic tank and sewer line for the benefit of parcel 021
324 011.
29.) Griffith Point Rd is a county local access road (C592009). A road approach was reviewed
under RAP00-00066, and an address of 500 Griffith Point Rd has been assigned to the
parcel.
30.) 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.
31.) Development Review staff conducted a site visit on June 9, 2004. The site visit and
environmental sensitive areas maps identify the proposed building site is located near a
mapped wetland. There is a wetland delineation report prepared by Polaris Engineering
and Surveying Inc dated June 23, 1997 on Parcel 021 324 033 (Approximately 2000 ft
North of the proposed parcel) and indicated a Class II wetland. This Class II wetland
spread over 10 parcels to the South and the proposed parcel is one of them. The wetland
has been disturbed by various developments. The major vegetations found on site are
salmonberry, elderberry, fern, alder and cedar trees. Based on the site visit, County staff
classified the wetland on site as a Class III wetland. Proponent has agreed to maintain a
minimum buffer of 75 ft from the edge of the wetland to the building site, a delineation is
therefore waived for the detached garage.
32.) Any future development on site shall accompany a wetland delineation report prepared
either by a biologist with wetland expertise or an individual or firm who has been certified
by the United States Army Corps of Engineers, Region 10, to perform wetland
delineations.
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