HomeMy WebLinkAboutBLD2003-00742 ilk
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00742 Received Date 11/26/2003
SITE ADDRESS: 1234 FAIRMOUNT RD Issue Date 01/21/2004
PORT TOWNSEND, 98368
APPLICANT: MICHAEL A THOMAS PHONE: (360)379-1312
1234 FAIRMOUNT RD
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: T 21
PARCEL NUMBER: 901192004 Section: 19 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE (HEATED BATH 74 SQ FT)
UNHEATED SHOP (233 SQ FT)
REQUIRED INSPE TIONS•
[ ] SETBACKS 2,I3/p4/
[ ] UFFER:
[ ] Footing:] Foundatiopipfry
.3A5
[ ] Underground Plumbing: 3'i? ) c1
[ ] Underground Insulation:
[ ] Shear Wall : 13RWL t,-pn,,t G-N oy
[ ] Framing: ?(_,
1 L-71v -(
f 1 Plumbing:V-s)c.o09 12 16--6-1 Sk--- f-t6--0$
[ ] Propane nk/Lines:
,`10-Os] Insulation 12.? 8//47- 6----xlezic
[ 1 Sheetrock: /,-/0�0r \ _
[ ] Septic Sytem Final Approval: \\
1 Zoning Final Approval:
[ ] Final/Occupancy Approval:
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.
yours 9:00 a.rn -4:30 p.m.
,..- IRS ADAY
MLA03-00633
63UILDING PERMIT APPLICAION Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00742 Received Date: 11/26/2003
SITE ADDRESS: 1234 FAIRMOUNT RD
PORT TOWNSEND, 98368
OWNER: MICHAEL A THOMAS PHONE: (360) 379-1312
1234 FAIRMOUNT RD
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: T 21
PARCEL NUMBER: 901192004 Section: 19 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI NEW SFR W/ATTACHED GARAGE (HEATED BATH 74 SQ FT)
UNHEATED SHOP (233 SQ FT)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 864
VALUATION 79,832.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 1997 HEAT BASE: 74 HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: 233 #OF STORIES:
OCCUPANCY:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: 558 SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 2 Prop: 2 Seismic Streams
Total: 2 Total: 2 Flood Way Floodplain
Routing Date: F&W Landslide
Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: /� •y' y- y
Permit $853.75 KAS 11/26/03 60446 d"'� a`
Plan Check $554.94 KAS 11/26/03 60446 JAN 2 1 2004
State Building Code $4.50 KAS 11/26/03 60446
Potable Water Application $51.00 KAS 11/26/03 60446 Jefferson County Planning
& Building Department
Total: $1,464.19
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• Jefferson Cmiutikertment of Community Development
" $O c°� ��.__.._....- 621 Britian Street,Post Townsend WA 08368[3801370-4450
,6,AN�,a o _ ocQ�oon
Project Description: i I '
Building Type: �,� G`, , Project Type: Fra 'Type:
Single F. New itIV-Wood
19r Garage /Detached 0 Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel 0 Concrete
O Commercial 0 Repair ❑ Masonry
❑ Multi-family/#of Units 0 Demolition ❑ Other:
❑ Industrial
O Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: p Sewer 0 Community System lirfielctricity ❑ Oil......,
Proposed: .2%. Proposed: 2-- [individual System 0 Woodstove LB-Propane
Total: Total: A. If not sewer,fill out the following: 0 Heat Pump
Conventional ❑ Alternative ❑ Other
Permit# SEP .0-2 /i.2-
Wate upply:
rivate well 0 Two Party Well❑ Public:Name of water system:
Square Footage: , For Office Use Only
Main-44°oz 7_
Consistency Review 47.00
2ND Floor Base fee 6 3 ,
3t'd Floor Plan Check fee—655% 551, Cilf
"Ba eat. 7-54. 5_ �f7 1, I "o State Surcharge fee "� �
Unhtdn 2 3 z...3 L 7-- 5 Aid• Subtotal r i (00• l
Garage/Carport 5 �'' ( , ®� Pot Water Review fee 8a
Decks J 911/Rd Approach fee e.X i mel.s
Commercial leltX TOTAL `D , t cA
Industrial Receipt# ('D 0 4 9(p
Other Cash/Check# 0000
Total Valuation: t Initials
Or Date `/ o2�p/cP00�
Estimated Co;If 3 5 COO.o
,
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark ft.Bank Height ft.
1
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 tithe appliiccant's property or structure shall be requested and shall occur during regular business hours.
Signature ltlr�_',` a r7' —.2t- ../ Date: JCi } 7 ci 3
OVER f
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpertnitApplication 11-8-01
CERTIFICATE OF OCCUPANCY
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD03-00742
SITE ADDRESS: 1234 FAIRMOUNT RD Issue Date: 01/21/2004
PORT TOWNSEND, 98368 Final Date: 5/15/2006
APPLICANT: MICHAEL A THOMAS PHONE: (360) 379-1312
1234 FAIRMOUNT RD
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: T 21+
PARCEL NUMBER: 901192004 Section: 19 Township: 29 N Range: 01 W
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE (HEATED BATH 74 SQ FT)
UNHEATED SHOP (233 SQ FT)
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING
CODE 1997 EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/15/2006
/16/0)
Building Official Signature Date f
I:\F_BLD_Occupancy.rpt 10/29/19c
SPECIAL CONDITIONS FOR ASE A BLD03-00742 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on December 10, 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: Type
III stream, Eagle habitat, Slight Landslide Hazard Area, Eroson Hazard Area, Susceptible
Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (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.) 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) 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).
7.) 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.
8.) The parcel is located within coastal SIPZ (seawater intrusion protection 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.
9.) 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.
10.) 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.
11.) 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.
12.) 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.
13.) The applicant is proposing to create or add 864 square feet of impervious surface and 864
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 the Best
Management Practices (BMPs).
14.) 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).
15.) The site plan as submitted with the building permit application on November 26, 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 January 14, 2004 shall be resubmitted
for review and approval by Jefferson County Department of Community Development.
411
16.) This approval is for a single amily residence with attached garage only. ny 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.
17.) The project shall comply with Minimum Requirement#2 of the Department of Ecology
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.
18.) A minimum of two (2)on-site parking spaces are required for the single family residence.
19.) Minimum setback from Fairmount Rd right-of-way is 20 ft.Minimum side and rear setbacks
are 5 ft.
20.) 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).
21.) Jefferson County Department of Community Development staff conducted a site visit on
parcel 901 192 004 on December 12, 2003 and determined a Type 3 stream did not exist
on the subject parcel.
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.) Geographic Information Systems mapping review the proposed development is located
within a landslide I area. A site visit was conducted on December 12, 2003. County staff
concurred the proposed development is located on a stable slope.
24.) The building height is not to exceed 35 feet.
25.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
26.) A septic permit (SEP02-00182)was approved on September 4, 2002 for a system of 480
gallons per day.
27.) Fairmount Rd (C503209) is a local access road. The road approach is existing and an
address of 1234 Fairmount Rd has been assigned to the parcel.
28.) A site visit of the subject property was conducted by Development Review staff December
12, 2003.
29.) A vegetative buffer of 30 feet shall be permanently maintained from the top or edge of the
bluff on the north side of the property. All buffers shall be measured perpendicularly from
the top of the bluff.
30.) This proposal was sent to the Washington State Department of Fish &Wildlife (WDFW)
for potential eagle habitat. WDFW found that the proposal did not conflict with eagle
habitat.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
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