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Description:
|
| | |
File Archived
|
|
Date Completed:
|
| | |
11/29/2007
|
|
Disposition:
|
| | |
DONE
|
|
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Description:
|
| | |
Insp - FINAL FINAL Building
|
|
Date Completed:
|
| | |
8/21/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Final Building
|
|
Date Completed:
|
| | |
8/21/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Airseal
|
|
Date Completed:
|
| | |
6/12/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Framing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Shear Wall Nailing
|
|
Date Completed:
|
| | |
5/15/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Change Status to RENEWED
|
|
Date Completed:
|
| | |
4/19/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Issue Building Permit (F)
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|
Date Completed:
|
| | |
4/3/2006
|
|
Disposition:
|
| | |
DONE
|
|
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Description:
|
| | |
Approve Permit-UF
|
|
Date Completed:
|
| | |
4/3/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Det. of Completeness-UF
|
|
Date Completed:
|
| | |
1/4/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Setbacks
|
|
Date Completed:
|
| | |
4/5/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Erosion Control
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Footing
|
|
Date Completed:
|
| | |
4/5/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Foundation Footing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Foundation Stem Wall
|
|
Date Completed:
|
| | |
4/11/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Straps
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Shear Wall Nailing
|
|
Date Completed:
|
| | |
5/11/2006
|
|
Disposition:
|
| | |
FAIL
|
|
|
Description:
|
| | |
Insp - Rough-in Plumbing
|
|
Date Completed:
|
| | |
6/6/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Underground Plumbing
|
|
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 - Framing
|
|
Date Completed:
|
| | |
4/14/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Airseal
|
|
Date Completed:
|
| | |
6/6/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Insp - Insulation: Walls
|
|
Date Completed:
|
| | |
6/12/2006
|
|
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 - Drywell/Alt Drainage
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Address Posted
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Final Building
|
|
Date Completed:
|
| | |
8/17/2006
|
|
Disposition:
|
| | |
FAIL
|
|
|
Description:
|
| | |
Septic System Finaled
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Blocking
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Insp - Wallboard Nailing
|
|
Date Completed:
|
| | |
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Building Permit Application(F)
|
|
Date Completed:
|
| | |
12/23/2005
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
App Substantially Complete-U
|
|
Date Completed:
|
| | |
1/4/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Case Entered
|
|
Date Completed:
|
| | |
12/23/2005
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Plan Check
|
|
Date Completed:
|
| | |
12/30/2005
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Septic Review Complete-U
|
|
Date Completed:
|
| | |
4/3/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Potable Water Approval
|
|
Date Completed:
|
| | |
1/24/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Contractor License/Bond Info
|
|
Date Completed:
|
| | |
12/23/2005
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Stormwater Review-U
|
|
Date Completed:
|
| | |
1/4/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Env. Sensitive Area Review-U
|
|
Date Completed:
|
| | |
1/4/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Consistency Review-U
|
|
Date Completed:
|
| | |
4/3/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
RAP Review Complete-U
|
|
Date Completed:
|
| | |
3/30/2006
|
|
Disposition:
|
| | |
DONE
|
|
|
Title:
|
| | |
Bld Setbacks
|
|
Wording
|
| | |
Minimum setback from Irondale Rd right-of-way is 30 ft. Minimum setback from N Maple St right-of-way are 20 ft. Minimum side and rear setbacks are 5 ft,
|
|
|
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:
|
| | |
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 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).
|
|
|
Title:
|
| | |
C-MIN REQ #2
|
|
Wording
|
| | |
The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12 of the Department of Ecology's 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.
|
|
|
Title:
|
| | |
C-PARKING
|
|
Wording
|
| | |
A minimum of two (2) on-site parking spaces are required for the single family residence.
|
|
|
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:
|
| | |
Seawater Intrusion Areas
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
Coastal & At Risk SIPZ-Water Con
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
Coastal & At Risk SIPZ-Measures
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
Coastal SIPZ-Mand Potable Water
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
BMPs
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
F-ZON
|
|
Wording
|
| | |
This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998.
|
|
|
Title:
|
| | |
F-SEP
|
|
Wording
|
| | |
A septic permit (SEP06-00001) was approved on April 3, 2006 for a system of 240 gallons per day.
|
|
|
Title:
|
| | |
F-RAP
|
|
Wording
|
| | |
N Maple St (C637909) is a road within a statutory vacated plat. An address of 58 N Maple St has been assigned to the parcel.
|
|
|
Title:
|
| | |
F-SUB
|
|
Wording
|
| | |
These parcels were created through the Garfield's Addition, filed of record January 17, 1890 in Plat Book 2, page 39 with Jefferson County Auditor's office.
|
|
|
Title:
|
| | |
F-BLA
|
|
Wording
|
| | |
A Boundary Line Adjustment application (SUB05-00054) was finaled on March 30, 2006 to consolidate Blk 3, Lots 11, 12 & 13 of Garfield's Addition. Statement of Intent recorded under AFN 509511. Final survey recorded under AFN 509683
|
|
|
Title:
|
| | |
F-Confirmed ESAs
|
|
Wording
|
| | |
The application was reviewed by the Jefferson County Department of Community Development staff on January 4, 2006 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: Susceptible Aquifer Recharge Areas and Coastal Seawater Intrusion Protection Zones (SIPZ).
|
|
|
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-SIPZ
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
F-Coastal SIPZ
|
|
Wording
|
| | |
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.
|
|
|
Title:
|
| | |
F-Stormwater
|
|
Wording
|
| | |
The applicant is proposing to create or add 1989 square feet of impervious surface and 1800 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 Best Management Practices (BMPs).
|
|
|
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 site plan as submitted with the building permit application on December 23, 2005 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 April 3, 2006 shall be resubmitted for review and approval by Jefferson County Department of Community Development.
|
|
|
Title:
|
| | |
F-APPROVAL FOR SFR W ATT GAR ONLY
|
|
Wording
|
| | |
This approval is for a 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.
|
|