HomeMy WebLinkAboutBLD2004-00200 BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00200 Received Date 03/26/2004
SITE ADDRESS: 295 PORTER LN Issue Date 05/7/2004
PORT TOWNSEND, 98368
APPLICANT: AINSLIE PRYOR PHONE: (360) 385-4489
295 PORTER LANE
PO BOX 1480
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: TX 46
PARCEL NUMBER: 001063013 Section: 6 Township: 30 N Range: 01 W
CONTRACTOR: WEBER CONSTRUCTION PHONE: (360)385-5204
RAY WEBER
4554 LOPEZ AVE
PORT TOWNSEND WA 98368
Contractor's License: WEBERC*033OD Expires: 11/26/2004
PROJECT DESCRIPTION: ROOM & DECK ADDITION
REQUIRED INSPECTIONS:
[ SETBACKS: -ti
[t UFFER: CU/
Footing: p t Si' /Jo/
Foundation: / 5 r ,f t 0214 ./If't''2
IX] Stormwater FINAL Approval:
r� Underground Plumbing:
Underground Insulation:
Shear Wall :
[I Framing: L OF,t 01
fi Plumbing.
Propane Tank/Lines:
[ Insulation: /A—26 <2'1
Sheetroc K /pp i �
[ Septic em Final Aroval:
f 1 Road Approach Final Approval: N /6
[ ] Zoning Final Approval: N/jG�
D Final/Occupancy Approval: 9 0,
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 CIE t BLD04-00200
1.) 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:
natural/suburban shoreline designation; eagle; seismic; landslide 3; SUSC 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.) 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.) 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.
6.) 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.
7.) 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.
8.) 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.
9.) 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."
10.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
11.) 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.
12.) Critical Aquifer Recharge Are may require special protection measures t itigate 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.
13.) 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.
14.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan.
15.) 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 shcwer
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.
16.) 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.
17.) 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 prcof 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.
18.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
19.) The project shall adhere to the Best Management Practices (BMPs) 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.
20.) The applicant is proposing to create or add 634 square feet of impervious surface and 800
square feet of land disturbing activities.
21.) 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).
22.) The site plan as submitted with the building permit application on Mar 26, 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 May 7, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
23.) This approval is for a room and deck addition 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.
24.) Outdoor residential storage sF�'31I be maintained in an orderly manner and *create no
fire, safety, health or sanitary hazard.
25.) 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).
26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
27.) The building height is not to exceed 35 feet.
28.) Minimum setback from Porter Lane right-of-way shall be 20 feet. Minimum side yard
setbacks shall be 5 feet. Minimum setback from top of bank shall be 100 feet in
accordance to the Shoreline Master Program. (Site plan depicts a minimum setback from
top of bank of 90 feet).
29.) 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.
30.) 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.
31.) An address of 295 Porter Lane, Port Townsend has been assigned to the parcel. Porter
Lane is a private road (P135).
32.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
33.) A septic permit (SEP 92-0421 was finaled on April 13, 1993. An EES was completed by
Envirocheck on June 20, 2002. A building permit(BLD92-0687)for a single family
residence was finaled on September 21, 1993. A building permit(BLD97-0751)for a
propane tank was finaled on December 29, 1997.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
• 4 MLA04-00163
UILDING PERMIT APPLICAT N Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00200 Received Date: 3/26/2004
SITE ADDRESS: 295 PORTER LN
PORT TOWNSEND, 98368
OWNER: AINSLIE PRYOR PHONE: (360) 385-4489
295 PORTER LANE
PO BOX 1480
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: TX 46
PARCEL NUMBER: 001063013 Section: 6 Township: 30 N Range: 01 W
CONTRACTOR: WEBER CONSTRUCTION PHONE: (360)385-5204
RAY WEBER
4554 LOPEZ AVE
PORT TOWNSEND WA 98368
Contractor's License WEBERC*0330D Expires 11/26/2004
REPRESENTATIVE: ANDREW REECE PHONE: (360) 385-4305
2310 THOMAS ST
PORT TOWNSEND WA 98368
PROJECT DESCRIPTION ROOM & DECK ADDITION
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN: 479 fAlol i 4O
VALUATION 60,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: 290 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist:3 Exist: 3 Wetland Erosion
Prop: b Prop: ^ Seismic Streams
Total: 3 ezi Total: ?) tl Flood Way Floodplain
Routing Date: �I F&W Landslide
E;,�/&l01 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A 'la
w)
Permit $713.75 KAS 03/26/04 64154 E D
Plan Check $463.94 KAS 03/26/04 64154 MAY - 7 2004
State Building Code $4.50 KAS 03/26/04 64154
Total: $1,182.19 Jefferson County Planning
& Building Departmen."1020/0i--°e--'- d
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f 06 621 Sheridan Street,Port Townsend WA 68368[36W 378-4450
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Building Type: Project Type: i ' Frain Type: w
IVSingle Family ❑ New ,,,TT.IOF *c3od_ E'v^E".. .. L;,I• ,
O Garage Attached/Detached Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
O Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial l'' __ ' . t. r . ,~ 4•! ° , y.', ,, ..,.1...,• , :a • ?
0 Other: • • r r,..,� ,' •
• e t" : .. ., i?•; . . d. .'•
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1 ________
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: jiV Existing: f ❑�S ''er ❑ Community System L9'Elect•"ity ❑ bI•
Proposed: ^ Proposed: '" B'Individual System ❑ Woodstove B"Propane
Total: T®tal: 1 ,.: • 'If n t sewer,fill out the following: ❑ Heat Pump '` '•
" ° Lf'Cotivehtionial ❑ Alternative 0 Other '1, ` '
Permit# SEP
W/ r Supply: ",t
►:'Private well . ' 0 Two Party Well❑ Public:Name of water system:
Square Footage. Atli Office UUe \ For Office UseOnly. . i ( �� j�t
Main oor'': • O �C Consistency Review', t ' 1 i 3► ' ��
2ND oo a7fD Base fee • . .P. 1-t'. '' 3.zg--
grd Flo Plan Check fee , . r r , I�:.S,� .. ,•E 1.4 ' 'rD`—"l__..
'ie\ • .T 1 .r .�'t, yam( s
Htd Basement State Surcharge fee 1 •2
Unhtd Basement �, ` Subtotal , t - p 3cO o
Garage/Carport.. - 4•' a k 0,
Pot Water Review fee. ., . , ,, .
A
Decks 2{ 911/Rd Ap roes eh,fee = X'
Commercial �OTAL „ 4 r r 1.4,• f.$ 4 1
Industrial eceipt#
Other _ Cash/Check# 0c
Initials
Date ��
Estimates G 't: ' �, ' .
:ate +.
If within 20 ' iirie, } t •,
Distance to Bank or Ordinary High Water Mark t- . •. ft.Bank Height t I i . 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 tp sav9indemamnify and told,harmless Jefferson County against all liabilities,judgment§„,.court costs,reasonable,•tttomey's fees and expenses which may in any way accrue
against Jefferson County as resllt of of in consequisnce of the granting of this permit. F,
I further agree to provide access and right. entry to Jefferson County and it's employees,representatives or agents for the purpose of applicattdgreview and any required later inspections.
Access and right of entry t. •.plies is pr..-•1 e shall be requested and shall occur during regular business hours. '•` + • • '
..
Signature: �. , ��- bate _' 04
OVER ►
G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004
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A portion of Government Lots 3 and 4, Section 6, Township 30
North, Range 1 West, W.'M.,i in Jefferson County, Washington, ;!
described as follows:
i Beginning at the Southwest corner of'said Section 6, from which � ZT
the South 1/4 corner of said Section bears North 88 degrees
28'32" East, and'lies 2,564.17 feet distant; +�
thence North 88 degrees 28'32" East, along the Southerly limits 1
of said Section 6, a distance -'of 1,239.02 feet, to the Southeast
j, corner of said Government Lot '4, and the True Point of Beginning;,,
thence North 1 degrees 55'17" East, along the Easterly limits of t J_
said Government Lot 4, a distance of 1,374.36 feet,. to the
Northwest corner of the Southeast 1/4 of the Southwest 1/4 of the
Southwest 1/4 of said Section�6; i
it thence continuing North 1 degrees 55'17"-East, a distance of ;�P77--�
569.25 feet, to a point on the Balanced Government Meander Line; y
' thence South 51 degrees 16" 28" West, along said Balanced
Government Meander line,- a distance of 1/4.58 feet; i
thence South 1 degrees 5'17" Nest, a distance of 1,837.81 feet, i I
to a point on the Southerly limits of said Government Lot. 4;,
thence North 88 degrees 28'32" East, along said Southerly limits,
a distance of 132.70 feet, to the True Point of Beginning.
'+ Situate in the County of Jefferson, State of Washington.
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