Permit Case Summary

Case Number: Search Help

Case Number:BLD2019-00128 Case Status:Finaled Date Received:4/5/2019
Description:NEW GARAGE- NO HEAT- NO PLUMBING SEP00-00088 Date Issued:5/15/2019
Applicant:JOHN D RICHARDS TRSTEE Expiration Date:5/15/2020 12:00:00 AM
Site Address:104 1ST ST Case Finaled:3/18/2020
Parcel No:962900007 Other Cases Parcel Data Map It More Details Parcels Images

Case Actions
Below is a list of actions that have been taken by staff for this permit case. They are sorted based on the date they were added to the database with most recent actions at the top. A value in the "Date Completed" field indicates that the action has been completed.
Description: File Archived
Date Completed: 3/19/2020
Disposition:
Description: Insp - FINAL FINAL Building
Date Completed: 3/18/2020
Disposition: DONE
Description: Inspection Reminder Sent (1st)
Date Completed: 2/28/2020
Disposition:
Description: Issue Building Permit (F)
Date Completed: 5/15/2019
Disposition: DONE
Description: Insp - Final Building
Date Completed: 3/18/2020
Disposition: DONE
Description: Insp - Framing
Date Completed: 3/18/2020
Disposition: DONE
Description: Insp - Foundation Footing
Date Completed: 7/19/2019
Disposition: DONE
Description: Insp - Setbacks
Date Completed: 7/19/2019
Disposition: DONE
Description: Updated/Add'l Info Recv'd
Date Completed: 4/29/2019
Disposition:
Description: A Clock Interrupt
Date Completed: 5/14/2019
Disposition: DONE
Description: Additional Info Request-DRD
Date Completed: 5/14/2019
Disposition: DONE
Description: Final Public Works Approval
Date Completed: 3/17/2020
Disposition: DONE
Description: RAP Review Complete-U
Date Completed: 4/8/2019
Disposition: DONE
Description: Building Permit Application(F)
Date Completed: 4/5/2019
Disposition: DONE
Description: Septic System Finaled
Date Completed: 4/26/2019
Disposition: DONE
Description: Consistency Review-U
Date Completed: 5/14/2019
Disposition: DONE
Description: Env. Sensitive Area Review-U
Date Completed: 5/14/2019
Disposition: DONE
Description: Stormwater Review-U
Date Completed: 5/14/2019
Disposition: DONE
Description: Contractor License/Bond Info
Date Completed: 4/5/2019
Disposition: DONE
Description: Plan Check
Date Completed: 5/9/2019
Disposition: DONE
Description: Septic Review Complete-U
Date Completed: 4/22/2019
Disposition: DONE
Description: App Substantially Complete-U
Date Completed: 5/14/2019
Disposition: DONE
Description: Case Entered
Date Completed: 4/5/2019
Disposition:

Case Conditions
Below is a list of conditions for this permit case. Conditions typically record requirements that the applicant must meet to be in compliance with the permit.
Title: APPROVAL FOR NEW GARAGE ONLY
Wording This approval is for a new 988 square foot 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: SITE PLAN CHANGES
Wording The revised site plan as submitted with the new garage application on April 29, 2019has 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 May 14, 2019 shall be resubmitted for review and approval by Jefferson County Department of Community Development.

Title: CONFIRMED ESA'S
Wording The application was reviewed by the Jefferson County Department of Community Development staff on April 9, 2019 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, the following ESAs were confirmed to be present on the subject property: critical aquifer recharge area

Title: CARA
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: SMALL STORMWATER
Wording The applicant is proposing to create or add 1962 square feet of impervious surface and 2930 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement #2 (Construction Stormwater Pollution Prevention) 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.

Title: IMPERVIOUS SURFACE
Wording The UDC Administrator has approved a 29.2% maximum impervious surface coverage for parcel 962900007 per Jefferson County Code (JCC) 18.30.050, note 15 from table 6-1 as this lot was an existing legal lot of record. No additional impervious surface will be approved without the UDC administers review.

Title: PLANNER
Wording scc

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: NO PLUMBING REVWD OR APPRVD
Wording No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed.

Title: Septic - Stormwater setbacks
Wording SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES - Any interceptor/curtain drain or foundation drain, or any other source of water that is downgradient or below MUST be setback a minimum of 30’ from any septic system dispersal area (drainfield) and 5’ from any septic tanks. Splash blocks must be directed away from ALL septic components. Subsurface stormwater infiltration, subsurface soil dispersal systems with NO discharge point must be located a minimum of 10 ft. downgradient of the drainfield.