|
Description:
|
| | |
File Archived
|
|
Date Completed:
|
| | |
6/30/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - FINAL FINAL Building
|
|
Date Completed:
|
| | |
8/26/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Rough-in Plumbing
|
|
Date Completed:
|
| | |
5/28/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Insulation: Walls
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Framing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Issue Building Permit (F)
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Approve Permit-UF
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Print Dummy UDC Permit-UF
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Review Complete-U
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Additional Info Request-U
|
|
Date Completed:
|
| | |
2/6/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Setbacks
|
|
Date Completed:
|
| | |
2/15/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Erosion Control
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Foundation Footing
|
|
Date Completed:
|
| | |
2/15/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Footing Drains
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Foundation Stem Wall
|
|
Date Completed:
|
| | |
2/21/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Underground Plumbing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Straps (hold downs)
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Ext. Shear Wall Nailing
|
|
Date Completed:
|
| | |
4/29/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Rough-in Plumbing
|
|
Date Completed:
|
| | |
5/27/2008
|
|
Disposition:
|
| | |
FAIL
|
|
|
Description:
|
| | |
Insp - Framing
|
|
Date Completed:
|
| | |
5/27/2008
|
|
Disposition:
|
| | |
FAIL
|
|
|
Description:
|
| | |
Insp - Airseal
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Insulation: Walls
|
|
Date Completed:
|
| | |
5/28/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Insulation: Floors
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Insulation: Ceiling
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Int. Shear Wall Nailing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Gas Line: Interior
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Gas Line: Exterior
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Propane Tank
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Heat/Chimney Clearance
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Drywell/Alt Drainage
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Address Posted
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Final Building
|
|
Date Completed:
|
| | |
8/26/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Septic System Finaled
|
|
Date Completed:
|
| | |
8/25/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Under Floor Framing
|
|
Date Completed:
|
| | |
3/26/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Wallboard Nailing
|
|
Date Completed:
|
| | |
6/3/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Building Permit Application(F)
|
|
Date Completed:
|
| | |
12/19/2007
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
App Substantially Complete-U
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Case Entered
|
|
Date Completed:
|
| | |
12/19/2007
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Plan Check
|
|
Date Completed:
|
| | |
12/27/2007
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Septic Review Complete-U
|
|
Date Completed:
|
| | |
1/17/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Potable Water Approval
|
|
Date Completed:
|
| | |
12/26/2007
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Contractor License/Bond Info
|
|
Date Completed:
|
| | |
12/19/2007
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Stormwater Review-U
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Env. Sensitive Area Review-U
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Consistency Review-U
|
|
Date Completed:
|
| | |
2/8/2008
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
RAP Review Complete-U
|
|
Date Completed:
|
| | |
12/19/2007
|
|
Disposition:
|
| | |
DONE
|
|
|
Title:
|
| | |
Bld Security/hooded lights
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
Bld Exterior height lights
|
|
Wording
|
| | |
Exterior lighting for commercial and industrial uses shall not exceed thirty feet (30') in height from the finished grade. 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.
|
|
|
Title:
|
| | |
Bld Setbacks
|
|
Wording
|
| | |
Frayne Street setback shall be 20 feet from the right of way. Meg's Way setback shall be 20 feet from the right of way. West side and rear setbacks shall be no less than 5 feet.
|
|
|
Title:
|
| | |
Bld building height
|
|
Wording
|
| | |
The building height is not to exceed 35 feet.
|
|
|
Title:
|
| | |
Bld lot coverage
|
|
Wording
|
| | |
Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc.
|
|
|
Title:
|
| | |
SEPTIC CONDITION
|
|
Wording
|
| | |
PRIOR TO OCCUPANCY & BUILDING FINAL - FINAL APPROVAL OF SEPTIC SEP05-264 IS REQUIRED.
|
|
|
Title:
|
| | |
SEPTIC CONDITION
|
|
Wording
|
| | |
A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND EDGE OF DISPOSAL COMPONENT & RESERVE AREA.
|
|
|
Title:
|
| | |
SEPTIC CONDITION
|
|
Wording
|
| | |
DECK REVIEWED WITH PIER BLOCK FOOTINGS SHALL MAINTAIN A MINIMUM OF 2' EDGE OF DISPOSAL COMPONENT & RESERVE AREA.
|
|
|
Title:
|
| | |
Outdoor Residential Storage
|
|
Wording
|
| | |
Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard.
|
|
|
Title:
|
| | |
Unlicensed/Inoperable Vehicles
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
SFR PARKING
|
|
Wording
|
| | |
A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
|
|
|
Title:
|
| | |
STORMWATER - CONSTRUCTION ENTRANC
|
|
Wording
|
| | |
DOE 2005 STORMWATER MANUAL BMP C105:
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE.
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIEMNT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED.
|
|
|
Title:
|
| | |
STORMWATER-DRYWELLS
|
|
Wording
|
| | |
DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
EACH DRYWELL MAY SERVE UP TO 1,000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COARSE SANDS.
DRYWELLS ARED 48 INCHES IN DIAMETER (MINIMUM) AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL).
FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON THE TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING.
SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET.
|
|
|
Title:
|
| | |
STORMWATER-DRYWELL SETBACKS
|
|
Wording
|
| | |
DRYWELLS SHALL BE A MINIMUM OF 10 FEET FORM ANY STRUCTURE OR PROPERTY LINE.
INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD.
|
|
|
Title:
|
| | |
Aquifer Recharge Conditions (SFR)
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
Stormwater Plan
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
PAC. LAMPREY
|
|
Wording
|
| | |
The parcel is greater than 900 feet east of Chimacum Creek and therefore the development is not an impact to the Pacific Lamprey.
|
|
|
Title:
|
| | |
F-Confirmed ESAs
|
|
Wording
|
| | |
The application was reviewed by the Jefferson County Department of Community Development staff on (date) 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: WDFW Pacific Lamprey and SARPA & SUSCA Aquifer Recharge Areas.
|
|
|
Title:
|
| | |
F-Aquifer Recharge Area
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
F-Susc. Aquifer Recharge Area
|
|
Wording
|
| | |
Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers.
|
|
|
Title:
|
| | |
F-Critical Aquifer Recharge Area
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
F-Stormwater
|
|
Wording
|
| | |
The applicant is proposing to create or add 3,195square feet of impervious surface and 3,037 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Stormwater Site Plan.
|
|
|
Title:
|
| | |
F-Medium Stormwater
|
|
Wording
|
| | |
The applicant is proposing to create or add 3,195 square feet of impervious surface and 3,037 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements #1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems.
|
|
|
Title:
|
| | |
F-SEPA Exempt
|
|
Wording
|
| | |
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).
|
|
|
Title:
|
| | |
F-Site Plan Changes
|
|
Wording
|
| | |
The revised site plan dated February 6, 2008 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 8, 2008 shall be resubmitted for review and approval by Jefferson County Department of Community Development.
|
|
|
Title:
|
| | |
F-Approval for _____ Only
|
|
Wording
|
| | |
This approval is for a NEW SINGLE FAMILY RESIDENCE WITH ATTACHED 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.
|
|
|
Title:
|
| | |
ZONING
|
|
Wording
|
| | |
The parcel has been designated as RR1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998.
|
|
|
Title:
|
| | |
F-ACCESS/ADDRESS
|
|
Wording
|
| | |
An address of 162 Frayne Street, Port Hadlock has been assigned to this parcel. Frayne Street is a local access road (c634409).
|
|
|
Title:
|
| | |
F-LOT CREATED
|
|
Wording
|
| | |
This lot was created through the Anderson Court Long Plat on July 11, 2002, AFN # 45771.
|
|
|
Title:
|
| | |
F-POTABLE WATER
|
|
Wording
|
| | |
Potable water is supplied to this property by Quimper.
|
|
|
Title:
|
| | |
F-CASE HISTORY
|
|
Wording
|
| | |
A septic permit (05-00264) was approved on 10/31/2005. A road approach (RAP05-00146) was approved on 6/15/2005.
|
|