Permit Case Summary

Case Number: Search Help

Case Number:RAP2018-00059 Case Status:Finaled Date Received:12/6/2018
Description:RAP - 1st St Date Issued:12/6/2018
Applicant:JOHN D RICHARDS TRSTEE Expiration Date:12/6/2019 12:00:00 AM
Site Address:104 1ST ST Case Finaled:3/17/2020
Parcel No:962900007 Other Cases Parcel Data Map It

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: Final Inspection Approval
Date Completed: 3/17/2020
Disposition: DONE
Description: Issue Permit
Date Completed: 12/6/2018
Disposition: DONE
Description: Env. Sensitive Area Review-U
Date Completed: 12/6/2018
Disposition: DONE
Description: Stormwater Review-U
Date Completed: 12/6/2018
Disposition: DONE
Description: App Substantially Complete-U
Date Completed: 12/6/2018
Disposition: DONE
Description: Case Entered
Date Completed: 12/6/2018
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: PERMIT ON SITE
Wording This permit must be located on site when any work encompassed by the permit is being performed. Failure to do so may result in suspension of all work.

Title: CULVERT 12"
Wording A minimum 12 inch diameter culvert, not to exceed 30 feet in length, to accommodate a 10 to 16 foot wide driveway with 10-25 foot approach radius is required. If more than one culvert is used, both culverts must be made of the same material and be connected with an approved band (see attached)

Title: SIGHT BRUSHING
Wording The applicant shall be responsible for maintaining all vegetation to provide for the adequate sight distance adjacent to this road approach.

Title: RESPONSIBLE
Wording The applicant shall be responsible for the cost to repair any and all damage to the county roadway and rights-of-way, including the integrity of all survey monuments or boundary markers.

Title: CRUSHED SURFACING
Wording The applicant must place a minimum of 3 inches of crushed rock per WSDOT Standard Spec 9-03.9(3), starting from the edge of the road and extending back a minimum of 20 feet for the full width of the access and its radius. The driveway shall be compacted and graded so the rock material is not carried out onto the roadway. The access and installation of the crushed rock surfacing material shall not impact the existing grade of the county road shoulder.

Title: SURFACE WATER
Wording The grade of the approach shall follow the crown of the road to the ditch, and be such that all surface water shall be directed into a ditch line and not onto the county road. The driveway shall be graded so rock does not spill out onto the roadway.

Title: RAP ONLY
Wording This approval is for a road approach only and does not constitute approval of other activities within the right of way or on this parcel. 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: PRE-CON
Wording Applicant must give Jefferson County Public Works office (360-385-9159) a minimum of 7 working days notice prior to beginning work. An on-site pre-construction conference shall be scheduled by the applicant and will include Public Works and the contractor who will be performing the work. Prior to this meeting, any utility locate marks shall be done (Call 811-48 hours before you dig).

Title: FINAL INSPECTION
Wording The Applicant must contact the Public Works Department for a final inspection upon completion of the installation.


Case Findings
Below is a list of findings for this permit case. Findings typically record facts that the staff are using as the basis of their permit processing decisions.
Title: P-PRIVATE ROAD APPROACH
Wording The Applicant may install a private road approach to 1st St. at mile post 0.092 right.