HomeMy WebLinkAboutBLD2003-00041 • BUILDING PERMIT APPLIION MLA03-00032Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00041 Received Date: 1/21/2003
SITE ADDRESS: 67 REEF RD
NORDLAND, 98358
OWNER: KEVIN R PURCELL PHONE: (360)379-5178
LUCIA MEIJER
67 REEF RD
NORDLAND WA 98358
SUBDIVISION: KILISUT REEF ESTATES Block: Lot: 1
PARCEL NUMBER: 021184005 Section: 18 Township: 30 N Range: 01 E
CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372
PO BOX 1410
PORT TOWNSEND WA 98368
Contractor's License DISCOBC090B9 Expires 8/20/2003
REPRESENTATIVE: DISCOVERY BAY CONSTRUCT PHONE: (360)385-4372
2016 WATER ST
STE A
PROJECT DESCRIPTIOP STORAGE SHED
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 144
VALUATION 11,000.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
GARAGE: 0 SETBACK:
CONST TYPE: 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: j �r�
F&W Landslide
/7_14103 ` a4. Shoreline Aquifer
Forest: Commercial Ap
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $195.25 MAM 01/21/03 52917 FEB 1 2 2003
Plan Check $126.91 MAM 01/21/03 52917 Jefferson County Planning
State Building Code $4.50 MAM 01/21/03 52917 , & Building Department
Total: $326.66il/(ii°(lar
6CSeg-f
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00041 Received Date 01/21/2003
SITE ADDRESS: 67 REEF RD Issue Date 02/12/2003
NORDLAND, 98358
APPLICANT: LUCIA MEIJER PHONE: (360)379-5178
KEVIN PURCELL
67 REEF RD
NORDLAND WA 98358
SUBDIVISION: KILISUT REEF ESTATES Block: Lot: 1
PARCEL NUMBER: 021184005 Section: 18 Township: 30 N Range: 01 E
CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: 385-4372
PO BOX 1410
PORT TOWNSEND WA 98368
Contractor's License: DISCOBCO90B9 Expires: 08/20/2003
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION STORAGE SHED
REQUIRED INSPECTIONS:
[U/ SETBACKS / Footings: monieD 6-1/4 o.Jp9-c— _/Y_a5
[ ] Foundation:
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[`] Framing/Plumbing: (pAMia.e OK g/A6/d3
[ ] Propane Tank/Lines:
[ ] Insulation:
[ ] Sheetrock:
[ ] Septic System Final Approval:
[ ] Zoning Final Approval:
[ ] Final/Occupancy Approval: eK -Qor-- 11116d 4/(S 5
HEALTH DEPARTMENT APPROVAL REQUIRE pPRI 0 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.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
• •
SPECIAL CONDITIONS FOR CASE BLD03-00041
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on January 27, 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:
Landslide Hazard II & III (Moderate to High), Conservancy shoreline Designation, Fish &
Wildlife Habitat, Susceptible and Sole Source Aquifer Recharge Area and Special Aquifer
Protection Area, Coastal Seawater Intrustion Protection Area.
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.) 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.
7.) 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) Sala! (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).
8.) Marine shorelines and islands�re susceptible to a condition that is known a 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.
9.) 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.
10.) 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.
11.) 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.
12.) 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."
13.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
14.) 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.
15.) 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.
16.) 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.
17.) VOLUNTARY MEASURES OltOASTAL &AT RISK SIPZ:
Water conservation measures: ID
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.
18.) 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.
19.) 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.
20.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
21.) 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.
22.) The height of the shoreline bank ranges from approximately 60 feet at the southern parcel
boundary to 70 feet at the northern parcel boundary.
23.) The storage shed as proposed is located 212 feet from the top of the bank and outside of
the shoreline and landslide hazard buffers and setbacks.
24.) The applicant is proposing to create or add 180 square feet of impervious surface and 180
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 Minimum
Requirement#2, Construction Stormwater Pollution Prevention (SWPP) in the
Department of Ecology Stormwater Management Manual for Western Washington.
25.) The proposal shall adhere to Minimum Requirement#2, Construction Stormwater
Pollution Prevention (SWPP) in the Department of Ecology Stormwater Management
Manual for Western Washington.
26.) Minimum setback from Reef Rd is 20 feet. Minimum side setbacks are 5 feet. Minimum
setback from the top of the shoreline bank ranges between 60 and 70 feet depending on
the location of proposed development.
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.) The building height is not to exceed 35 feet.
29.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes rooftops, driveways, concrete, etc.
30.) Lot 1 was created on July 21, 1980 through the Kilisut Reef Estates short Plat recorded
under AFN 266616, Vol 1, Pg 149 of Short Plats. Parcel 021 184 005 was created
through the survey on November 16, 1982 recorded under AFN 281036, Vol 5, Pg 194 of
surveys.
31.) This parcel is a legal conforming parcel that has been designated as Rural Residential 1:5
under the Jefferson County Comprehensive Plan Land Use Map effective August 28,
1998.
32.) Reef Rd (P141) is a private road. An address of 67 Reef Rd has been assigned to the
parcel.
33.) A septic permit(SEP98-00215)was approved for a 3 bedroom system on October 14,
1999. A building permit(BLD98-00669)was approved for a single family residence on
December 5, 1999. Associated critical area review/Binding Advance Determination
(CAR98-00049)was approved November 19, 1998.
34.) The site plan as submitted with the building application on January 21, 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 February 3, 2003 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
35.) This approval is for a storage shed 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.
is\F_BLD_Permit_Buildng.rpt 10/29/19
• Jefferson Coll Department of Community Development'
��� ozv e06. 621 Sheridan Street Port Townsend WA 88368(3601 370-4450
fprmat aT 0 on
,,,, ...
Project Description:
Building Type: Project Type: Frame Type:
❑ Single Family X New , Wood
❑ Garage Attached/Detached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
• Industrial
Other: S OP-AQ g S//Eb
-
Bathrooms: Bedrooms: — Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: 2 Existing: i ❑ Sewer ❑ Community System ❑ Electricity • ❑ Oil
Proposed: -G- Proposed: -63• ` j Individual System ❑ Woodstove ❑ Propane
Total: 'L Total: tIf not sewer,fill out the following: 0 Heat Pump
❑ Conventional ❑ Alternative Cl Other
Permit# SEP
Water Supply:
Private well ❑ Two Par Well❑ Public:Name_of water system:
Square Footage: ,�{{ t r For Office Use Only
Main Floor I7`1' 7 •of Consistency Review 47.00
2ND Floor ��\� Base fee t q 5.-zs
3rd Floor Uv Plan Check fee-655% 17--(.0 `` !
Htd Basement State Surcharge fee 4.Sr)
Unhtd Basement Subtotal 3-7 /• . '
Garage/Carport Pot Water Review fee (Y
Decks 911/Rd Approach fee
Commercial TOTAL '73 . Lr,co
Industrial Receipt# Cj 2qt t-1--
Other Cash/Check# 19- 1 5-2-
Total Valuation: Initials IS
Or Date ` Z[ / -
Estimated Cost: $11/ 000 V- ,
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.
' r
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 property or structure shall be requested and shall occur during regular business hours.
Signature: '��C , Date:/i - 0?
OVER ti-
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