Permit Case Summary

Case Number: Search Help

Case Number:SEP2001-00083 Case Status:Finaled Date Received:7/26/2001
Description:system for main RES and cabin/ADU Date Issued:8/22/2001
Applicant:TODD SHOLD Expiration Date:8/22/2004 12:00:00 AM
Site Address:500 LOWER HADLOCK RD Case Finaled:2/10/2005
Parcel No:901012001 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: SEPTIC PERMIT FINALED "F"
Date Completed: 2/10/2005
Disposition: DONE
Description: Other required before final
Date Completed: 2/9/2005
Disposition: DONE
Description: Issue permit (F)
Date Completed: 8/22/2001
Disposition: DONE
Description: Pending letter; add inf (F)
Date Completed: 8/22/2001
Disposition: DONE
Description: App Substantially Complete-U
Date Completed: 7/27/2001
Disposition: DONE
Description: Case Entered
Date Completed: 7/27/2001
Disposition:
Description: Stormwater Review-U
Date Completed: 8/8/2001
Disposition: DONE
Description: Env. Sensitive Area Review-U
Date Completed: 8/8/2001
Disposition: DONE
Description: Initial Site Inspection by HD
Date Completed: 8/8/2001
Disposition: DONE
Description: Septic Permit Application (F)
Date Completed: 7/27/2001
Disposition: DONE

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: pressure test observation
Wording Health Dept. required to observe pump test when system fully installed/complete, 48 hours notice to be provided for scheduling.

Title: well setback requirement
Wording Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines.

Title: other setbacks req.
Wording 30 ft. setback from bank to be maintained.

Title: trench depth
Wording MAXIMUM TRENCH DEPTH 36 INCHES

Title: reserve area, alternative
Wording When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required.

Title: protection from vehicular traffic
Wording All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance.

Title: divert drainage
Wording Divert all sources of drainage, including roof drains away from septic tank and drainfield area.

Title: transport line double cased
Wording Any portion of transport line under a driven way is to be double cased or equivalent.

Title: water tight tank
Wording Septic tank and pump chamber to be water tight.

Title: no building permit guarantee
Wording Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required.

Title: UDC compliance
Wording Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site.

Title: risers
Wording Risers are required to grade with secured lids over the inlet and outlet of the septic tank. Minimum 24" riser over inlet.

Title: conventional system monitoring
Wording As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED EVERY 6 YEARS.

Title: conventional-asbuilt required
Wording An asbuilt drawing and certification of completion by the installer is required prior to final approval.

Title: surface water setback
Wording Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks.

Title: riser on d-box
Wording Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box.

Title: WATER LINE CROSSING-NO HOLD
Wording Where transport line crosses water line it shall be double cased 10' on either side of the water line, cross at a 90 degree angle and be located a minimum of 18" below the water line.

Title: Stormwater 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.