|
Description:
|
| | |
File Archived
|
|
Date Completed:
|
| | |
1/21/2016
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Close Case: Project Complete
|
|
Date Completed:
|
| | |
1/21/2016
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Approve Permit-UF
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Review Complete-U
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Review Complete-U
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Det. of Completeness-UF
|
|
Date Completed:
|
| | |
12/10/2009
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Case Entered
|
|
Date Completed:
|
| | |
10/15/2009
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
App Substantially Complete-U
|
|
Date Completed:
|
| | |
12/10/2009
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Stormwater Review-U
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Env. Sensitive Area Review-U
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Consistency Review-U
|
|
Date Completed:
|
| | |
2/22/2010
|
|
Disposition:
|
| | |
DONE
|
|
|
Title:
|
| | |
F-Confirmed ESAs
|
|
Wording
|
| | |
The application was reviewed by the Jefferson County Department of Community Development staff on December 12, 2009 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: conservancy/suburban shoreline designation; SARPA & SUSC aquifer recharge area; coastal & at-risk SIPZ; unstable/unstable recent slide shoreline slope stability; slight, moderate, & severe landslide hazard areas; seismic; eagle habitat.
|
|
|
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-Geohazard Area
|
|
Wording
|
| | |
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.
|
|
|
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-At Risk SIPZ
|
|
Wording
|
| | |
The parcel is located within an At Risk 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.
An At Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses between 100 mg/L and 200 mg/L (milligrams per liter).
|
|