HomeMy WebLinkAboutBLD2006-00469 • •
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 #: BLD06-00469
SITE ADDRESS: 2710 E MARROWSTONE RD Issue Date: 09/18/2006
NORDLAND, 98358 Final Date: 9/12/2007
APPLICANT: SCOTT H CASSILL PHONE: 360-385-2776
JOYCE S CASSILL
290 SMITH RD
NORDLAND WA 983589530
SUBDIVISION: Block: Lot: TX37
PARCEL NUMBER: 021332021 Section: 33 Township: 30 N Range: 01 E
PROJECT DESCRIPTION: NEW SFR ATT GAR U/G 500 GAL PROPANE TANK - REMOVED EXISITNG
MAN HOME
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING
CODE 2003 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 9/12/2007
Building Official Signature Date
I:\F_BLD_Occupancy.rpt 10/29/19E
• •
10.) 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.
11.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
12.) 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.
13.) A Stormwater Site 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.
14.) Outdoor residential storage shall be maintained in an orderlymanner and shall create no
fire, safety, health or sanitary hazard.
15.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an autormobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
16.) Minimum setback from East Marrowstone Road right-of-way shall be 20 feet. Minimum
side yard setbacks shall be 5 feet. Minimum rear(shoreline) shall be 60 feet from top of
bank as required by the geotechnical report. This setback shall be measured
perpendicularly from the bank to the proposed residence.
17.) 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.
18.) 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.
19.) 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.
20.) The building height is not to exceed 35 feet.
I410
21.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
22.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
23.) A MINIMUM SEPTIC DRAINFIELD AND BUILDING SETBACK EQUAL TO THE HEIGHT
OF THE SLOPE IS ADEQUATE FOR THE SITE. COMPONENTS OF THE SEPTIC
SYSTEM THAT DO NOT DISCHARGE WATER INTO THE SOLS AT THE SITE (e.g.
SAND FILTERS AND SEPTIC TANKS) COULD BE LOCATED CLOSER THAN 60 FEET
TO THE CREST OF THE BANK. A MINIMUM SETBACK OF 30 FEET IS
RECOMMENDED FOR THESE COMPONENTS.
24.) DISCHARGE OF ROOF AND FOOTING DRAINS SHOULD BE DISCHARGED TO AN
INFILTRATION AREA ON THE WESTERN PART OF THE SITE, WEST OF THE
PROPOSED RESIDENCE.
25.) NATIVE VEGETATION SHOULD BE USED ON AND NEAR THE BLUFF TO ELIMINATE
THE NEED FOR IRRIGATION AND WETTING THE SOILS ON OR NEAR THE SLOPE.
A HEALTHY VEGETATIVE COVER MAY INCLUDE LARGE, HEALTHY TREES.
26.) NO YARD DEBRIS OR FILL SHALL BE PLACED AT THE CREST OF THE SLOPE.
LARGE WOOD DEBRIS AND/OR DRIFTWOOD NEAR THE TOP OF THE BEACH
SHALL BE LEFT IN PLACE TO DECREASE THE RATE AT WHICH THE SLOPE
ERODES.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
• .
SPECIAL CONDITIONS FOR CASE A BLD06-00469
1.) 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.
2.) A Geotechnical Report dated May 8, 2006 prepared by Shannon &Wilson, Inc. was
submitted in conjunction with this application. The report addressed the stability of the
geologic hazard area. A setback of 60-feet shall be measured perpendicularly from the
top or toe of the geologic hazard to the proposed single family residence.
3.) 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.
4.) 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."
5.) All construction activities shall not encroach upon the landslide hazard area buffer. This
includes the storage or preparation of materials.
6.) 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.
7.) 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.
8.) 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.
9.) MANDATORY MEASURES OF 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.
• •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00469 Received Date 08/15/2006
SITE ADDRESS: 2710 E MARROWSTONE RD Issue Date 09/18/2006
NORDLAND, 98358
APPLICANT: SCOTT H CASSILL PHONE: 360-385-2776
JOYCE S CASSILL
290 SMITH RD
NORDLAND WA 983589530
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 021332021 Section: 33 Township: 30 N Range: 01 E
CONTRACTOR:
PROJECT DESCRIPTION: NEW SFR ATT GAR 500 GAL PROPANE TANK - REMOVED
EXISITNG MAN HOME
CALL IN FOR THE REQUIRED INSJECTI NS THAT APPLY TO YOUR PROJECT.
SETBACKS: e ' /a/z3/p,�
U FFER: OK gj3/oLn/
Footing: Ok ,o/Z3/caL --
Foundation: (l"" /'"/ ,
Stormwater FINAL Approval: aX 01/07
Underground Plumbing:
Underground Insulation: • '
Shear Wall : ifppF Spy,_NA/Dim OK 1/iv/o7/L Au. OSR 511614.Pwn AJAtu OK /fp,
Sheathing:
Framing: 1-�-0c, 0r� t,00p., D okile6066b,71) 3/2/o7�
Plumbing: '7,?
Propane Ticnk/ Lines: ! a vt_4
Insulation: 4,1, 514 L A wed 3 a i AILS 7
Sheetrock - 9.1 LCV..)-1
(r Septic Sytefn Final Approval MUST be obtained before final of structure can be attempted.
• Road Approach Final Approval: N A .
Zoning Final Approval: tvOc
Final/Occupancy Approval: -tar % 91107,
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.
IJAAuWyty HOT LINE AVAILABLE 24 HOURS A DAY
e Zt 3/14/07, SPECIAL CONDITIONS APPLY -SEE REVERSE
Il DAass :P -rje> q/r-/ -!..
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ILDING PERMIT APPLICATI!N MLA Revviewiew Type:
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4
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00469 Received Date: 8/15/2006
SITE ADDRESS: 2710 E MARROWSTONE RD
NORDLAND, 98358
OWNER: SCOTT H CASSILL PHONE: 360-385-2776
JOYCE S CASSILL
290 SMITH RD
NORDLAND WA 983589530
SUBDIVISION: Bloc-"( l� Lot:
PARCEL NUMBER: 021332021 Section: 33 Township: 10 {mange: 01 E
CONTRACTOR:
PHONE:
REPRESENTATIVE: oZ � PHONE:
i tzc(3y, ^ .� l✓��1�c t C'c
PROJECT DESCRIPTION NEW SFR ATT GAR A/G 500 GAL PRO ANE TANK - REMOVED
EXISITNG MAN HOME
TYPE OF WORK RES QUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,596
VALUATION f986.00
CODE EDITION: aio1,%4` 2003 ADD'L: 990 HEAT TYPE: PRO
OCCUPANCY: R-3 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: # OF STORIES:
54
CONST TYPE: 5N GOARAGE:THER: • 988 SHORELINE:
CONST TYPE: DECK: 494 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 4 Prop: 3
Total: 4 Total: 3
Routing Date:Q/ i . I Q(3.
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $2,046.55 CJZ 08/14/06 81427 APPROVED
Plan Check $1,330.26 CJZ 08/14/06 81427
State Building Code $4.50 CJZ 08/14/06 81427 SEP
2006
Potable Water Application $55.00 CJZ 08/14/06 81427
Total: $3,436.31 Jefferson County Planning
& Building Department
ID IA- „ S:jj t U
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k °, , JEFFERSON COUNTY Aug 5 ?000 ,
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DEVELOPMENT
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et • • Washington 98368 ;;EVELOP'i��ENT
1tu �O 360/379-4450 • 360/379-4451 Fax -
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STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# 0 ,• f ,�( PROJECT/APPLICANT NAME: CA C. -•,l L L
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map. ,
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Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
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4. Describe the existing+ soils. Indicate soil type on the site map.
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5. Describe the existing site hydrology (i.e., drainage;behavior of water on the site—above, below, and on the ground). Indicate
;)C 1i mile
DD
existing stormwater drainage to and from the pg�the a rj Depict separate drainage basins on the site map, if
applicable,and indicate acreage of each. ��ll
/VAL
6469
EFFFRSON COUNTY AP 'ROVED
6. Describe any excess levels of noise generated by the proposed use or ac-flVlfy: STORMVOAT�K PLAN
4 \i $EP 1 4 2006 `
StOrmwat "y ------) JEF N ' UN Y
bFt'T.OF 11"r V MFPif
Required SlGtiATUR f
stormwater site plan template-rev.10/1/2003 5
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes, etc.)on the site. Indicate location on the site map.
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8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas
(streams,wetlands,lakes,steep slopes,etc.).
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities fromm existing facilities.
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10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for large"projects or projects that involve the potential for dispersion of contaminants.]
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11. Describe the performance goals and standards applicable to the project.
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12. Describe the flow control system.
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stormwater site plan template-rev.10/1/2003 . .,. 6
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13. Describe the water quality system.
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14. Describe the conveyance system analysis and design.
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15. Describe the source of fill material,physical characteristics of fill material, and deposition of excess material.
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16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
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17. Describe the proposed surfacing material.
18. Describe methods for restoration of the site.
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19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals
here.
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20. List here and include any special reports or studies conducted to prepare the StormwaterrS/S''ite Plan.
c" ' / fri C�ea /d ,
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
/C/// - PERMIT # B
06 - 0469
JEFFFIIS1J 4 EMU OUP
stormwater site plan template—rev.10/1/2003 7
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CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I-CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page
2-15).
12 Required Elements-Construction SWPPP
1. Mark Clearing Limits.
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2. Establish Construction Access.
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3. Control Flow Rates.
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4. Install Sediment Controls.
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5. Stabilize Soils.(-U%�� S' ' A2-P 57L 2 a S' Lt ,e•er ,P I
6. Protect Slopess.� / �"
Wr' I f f/ � !�Q-u.vt cts' 14-ee-oee_it, 6u 7?-4 41 o vr"
7. Protect Drain Inlets.
stormwater site plan template—rev.10/1/2003 8
•
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and
Outlets. AUG ' S 20
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9. Control Pollutants.
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10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
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11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
?FRMI#
JEFFERSON COUNTY DC
stormwater site plan template—rev.10/1/2003 M
• •
b. Description of special requirements for working in or near environmentally sensitive areas.
(1., - 1,- __06,/41-11. 7401 day
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability, depth,texture,soil structure).
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5. Construction Phasing.
a. Construction sequence 7/1
b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
Provide a proposed construction schedule. / /
II. Wet Season Construction Activities.
a. Proposed wet season construction activities. ec
b. Proposed wet season construction activities for environmentally sensitive areas.
in/7/9
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible f r the initiation of bonds and/or other financial securities.
Aji •
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts. C JA
8. Engineering Calculations. Provide Design Calculations on a separ to eet for the following, if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template-rev.10/1/2003 10
•
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems, treatment facilities,flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the a ected property.
(LAN WNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
!. 0
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1 AUG 1 5 2006
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stormwater site plan template—rev.10/1/2003 12
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BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein that they are not licensed contrartnrc and that
they will be assuming e resp ty of the General Contractor for the proposed project.
Signature: Date: 1 1ZiV G
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER:. I (.outM-e. 5-,t"'t cod.r 4— PHONE (? ) 3 gc.11 km, FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
'i1 New Wood Existing: ❑Sewer
❑ Addition • 0 Steel Proposed: 3 Bank ❑q�Community System
ElAlteration/Remodel 0 Concrete Total: 3 Height: Individual System
❑ Repair ❑ Masonry Co SEP Permit# C5G --I'i 15
❑ Demolition 0 Other: Bedrooms: Water Supply:
PP Y:
Existing: Setback: of Private well 0 Two Party
Type of Heat: Proposed: --- — `,, El Public
ro P&me_ Total: Name of System:
0
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
uIfis is a Propane Tank and/or Appliance Installation permit,mark all items below that a I :
nderground Tank Above ground Tank Size of Propane Tank: 1a 45
Heat Stove Cook Stove ❑Woodstove ❑Fireplace Insert P'Hot Water Tank 0 Pellet Stove 0 Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes .V
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area. .-)(G'Rev-t n[1i"dOer t i/a,erole an .� (-- 1 I/3Q
Square Footage Current Proposed .For Office Use Only Anio t ;001STion
Main Floor Heated �SyG t EH Bld App Review:
4'
2"°Floor Heated �Consistency i 6 3 �.Review:
'A % .1 rr
Other Heated 7 ! 7)� tC
Base fee:
Mezzanine Additional Section:
Heated Basement Plan Check fee: I 330 l .� 14;1,44
'
Unheated Basement State Surcharge fee:
Other Unheated Pot Water Review fee:G q 0 7 q pel�{dla�C
Garage/Carport )�, SUBTOTAL I_del d s 0 X, u
��
7. 3 ,c0�(, I act_°3
Decks 'Or t 911/Rd Approach fee: Ex lS fi _
Other C se-ere-of
,,pp
o
,Cre-of rLb.. 5 4e !{ Z� TOTAL: $ 3 6, &9,3 414 `?'3 8/04
Receipt Number: g 11 a—A 853
<o 1'7 Cam Check Number .elt� ,p� ,l4
ESTIMATED COST(REQUIRED) e: - Sits-lob
1
.Fair market yalue ofcfllabor and materials fo • ish S !t 5 'ob if 30/0-6
7. S S Co d itials:
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D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc
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• • -.
,,,4'S°N co, JEFFERSON COUNTY
4. ��ti IA DEPARTMENT OF COMMUNITY DEVELOPMENT
AUG 1 5 2006 „�
ti `` `Q M 621 Sheridan Strect- Port Townsend Washington 98368
360/379-4450 • 360/379-4451 Fax
4. ,..„.„)
www.co.jefferson.wa.us/commdevelopment
..
SjjIN(}� cV I
Master Permit Application rEM a�� MLA: CXe - A(p4
*--Project Description(include se arate sheets as necess . ?4'' "
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I a Property /
Number: 2, 133 2 e4 L Size: I)o x(ypp a 1.0i A. (acres/square feet)
Site Address and/or Directions to Property: 'A 1/o le, N4twrv+trS4cxe 1e .
Property Owner(s)of Record: j-oy c..‹/g c.,tiff C•c s S ill
Telephone: 0 cc4 ??r -2. 11 c Fax: email: SCoD?o a aWruPu'i..r
Mailing Address: ,2.9a $w.;•144. Ad IV o dla -/, WA4g SY$
Applicant/Agent(if different from owner): VA'
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies)
&Building ❑Variance(Minor,Major or Reasonable Economic Use)
d Demolition Permit ❑Conditional Use[C(a),C(d),or C]**
Single Family ❑Discretionary"D"or Unnamed Use Classification
IV Garage Attached/Betached OSpecial Use(Essential Public Facilities)**
Q Manufactured Home °Boundary Line Adjustment
d Modular °Short Plat**
Q Commercial* °Binding Site Plan**
Q Change of Use °Long Plat**
0 Address i Road Approach °Planned Rural Residential Development(PRRD)/Amendments**
R Propane ❑Plat Vacation/Alteration**
DAllowed"Yes" Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions*"
❑Stormwater Management ❑Shoreline Management Substantial Development**
• . ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
• ❑Temporary Us¢ i t . ,2.. " - . ' °Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* °Jefferson County Shoreline Master Program Amendment
OForest Practices Act/Release of Six-Year Moratorium
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
Alobt-
DESIGNATION OF AGENT
+• . - I"hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date: '7)z Se/0 r:
i• By sipning.this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
'r • • his,her:oF itis knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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
l . • ' . expenses which may in any way accrue against Jefferson County as.aiesult otorin_consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and righttf entry wjll be assumed unless the applicant informs the County in writing at the
time of the applicatiop that (� a wants eor notice.
Signature: ic Date: 7 At'/G
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferabeyspp9ss. .. for adt�erin to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: �r Date: 7Arfr
D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc
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