HomeMy WebLinkAbout.BLD2003-00245 BUILDING PERMIT•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00245 Received Date 04/16/2003
SITE ADDRESS: 886 GRIFFITHS POINT RD Issue Date 06/23/2003
NORDLAND, 98358
APPLICANT: GEORGE MACIEJEWSKI PHONE: (360)344-4286
JAMIE MACIEJEWSKI
PO BOX 331
PORT HADLOCK WA 98339
SUBDIVISION: S. HARRIAGE SHORT PLAT Block: Lot: 1
PARCEL NUMBER: 021324033 Section: 32 Township: 30 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: DETACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS !Footings: .0K 7/97o3 CFIL. /N67,4LLETo ,18/5
[ ] Foundation: ( -c,-q`3 ?
[ ] Underground'Plumbing/Underground Insulation:
[ ] Shear Wall:] Framing/Plumbing: I/ //ar�//
�
I 1 Propane Tank/Lines:
[ ] Insulation:
I1 Sheetrock:
I 1 Septic System Final Approval:
[ ] Zoning Final Approval:
I 1 Final/Occupancy Approval: 1, c�r C 1 �A/ai/
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 APE # BLD03-00245 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on May 5, 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:
wetlands; seismic; SAPA& SOLESRC aquifer recharge area; 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.) 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.
5.) 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.
6.) 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.
7.) 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.
8.) 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.
9.) 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."
10.) 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.
11.) Critical Aquifer Recharge Are-may require special protection measures Oltitigate 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.
12.) 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.
13.) VOLUNTARY MEASURES OF COASTAL &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.
14.) 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.
15.) 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.
16.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
17.) A Small Parcel Erosion and Sediment Control 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.
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 revised site plan as submitted on June 4, 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 June 19, 2003 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
20.) This approval is for a 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.) A Binding Advance Determinen (CAR97-0353)was finaled on February01998. A
wetland delineation report prepared by Polaris Engineering and Surveying Inc. dated June
23, 1997 was submitted for review in conjunction with the BAD. The wetland delineation
classified the wetland as a Class II and thus required a 50-foot buffer.
A Nationwide Pemit 26 (97-4-01422) authorized the construction of driveway across the
wetland on this parcel.
PWD issued a Road Approach Permit(#3271) on October 1, 1997.
A Plat Alteration (SUB00-0012)was approved on May 17, 2002 to adjust the lot lines so
that the lots are 5.32 acres and 3.88 acres. The plat alteration was recorded on June 20,
2003 under AFN 471343.
A wet season evaluation (OTH02-0006)was finaled in conjunction with a septic permit
(SEP02-0249) that was issued on February 5, 2003.
A building pemit(BLD03-0029) for a single family residence was issued on March 6, 2003.
22.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Plan effective August 28, 1998.
23.) The parcel was created through the S. Harriage Short Plat on March 21, 1977 under AFN
240944.
24.) The parcel has permitted access off of Griffiths Point Road, a county local access road
(C592009). An address of 886 Griffiths Point Road, Nordland has been assigned to the
parcel.
25.) The building height shall not exceed 35 feet.
26.) Minimum setback from Griffiths Point Road right of way shall be 20 feet. A minimum of a
50 foot setback is required from the edge of the wetland as depicted on the site plan.
Minimum side and rear setbacks are 5 feet. Minimum setback for ingress/egress
easement shall be 20 feet.
is\F_BLD_Permit_Buildng.rpt 10/29/1999
• Ar
BUILDING PERMIT APPLI ION MRAOW00200
Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00245 Received Date: 4/16/2003
SITE ADDRESS: 886 GRIFFITHS POINT RD
NORDLAND, 98358
OWNER: GEORGE E MACIEJEWSKI PHONE: (360)344-4286
JAMIE MACIEJEWSKI
91 FOSTER ST
PORT HADLOCK WA 98339-9519
SUBDIVISION: S. HARRIAGE SHORT PLAT Block: Lot: 1
PARCEL NUMBER: 021324033 Section: 32 Township: 30 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 15,839.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGE: 672 SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PWELL 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
i....ff (
7 o� �� Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: r"'' ®®
A /D�te�
Permit $265.25 MAM 04/16/03 56063
Plan Check $172.41 MAM 04/16/03 56063 JUN 2 3
EDoli
State Building Code $4.50 MAM 04/16/03 56063 2003
Total: $442.16 Jefferson County Planning
Building departmen
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. J 621 Sheridan Street,Port Townsend WA 08368(3601370-4450
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Project Description: INN I t I f i
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Building Type: Project Type: — -a Ar11 1 b Frame Type:
❑ Single Family 2& New X Wood
Garage Attached/Detached% ❑ Addition JEFFERC(NGC a i tetl
❑ Modniar ❑ Alteration/Remodel DEPT. OF Cr''^M i ,',.,y ❑,,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: r Proposed: C.-= Individual System ❑ Woodstove ❑ Propane
Total: To : `If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional '1;Alternative ❑ Other
Permit# SEP r 2.. —Cc
Water Supply:
Private well ❑ Two Party Well 0 Public:Name of water system:
Square Footage: For Office Use Only
Main Floor
Consistency Review 47.00
2ND Floor Base fee 265•Z5"
3rd Floor Plan Check fee—65% 17 7.. 4
Htd Basement State Surcharge fee if
y S'O
Unhtd Basement r Subtotal 4Sq. IL
Garage/Carport 4= 7 2-- j'7 t •0'Tl Pot Water Review fee
Decks 911/Rd Approach fee /�
Commercial TOTAL 4t' t(p
Industrial
Receipt# 5 IP O G 3
Other Cash/Check# 1-CD ---1
2
Total Valuation: Initials pe9
Or Date 4 L 1 to `Co,
Estimated Cost: i3I 'Z 5 C 1
li
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 right of entry to the applicant's propertyor structure shall be re uested and shall occur during regular business hours.`
Signature: iifl tP V
Date: 7 I 1 ._. '�
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