Permit Case Summary

Case Number: Search Help

Case Number:SEP1996-00341 Case Status:Finaled Date Received:10/31/1996
Description:community system to serve lots 18, 19, 23, 24 Date Issued:2/24/1997
Applicant: OLYMPIC GREENS PARTNERSHIP Expiration Date:2/24/1998 12:00:00 AM
Site Address:23 SUNSET MEADOWS LN Case Finaled:8/22/1997
Parcel No:971900019 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: 8/22/1997
Disposition:
Description: Issue permit (F)
Date Completed: 2/24/1997
Disposition: ISS
Description: Issue permit (F)
Date Completed: 2/24/1997
Disposition: ISS
Description: Case Entered
Date Completed: 10/31/1996
Disposition:
Description: Review Case
Date Completed: 2/24/1997
Disposition: ISS
Description: Critical Area Review
Date Completed: 12/4/1996
Disposition: A
Description: Septic Permit Application (F)
Date Completed: 11/1/1996
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: pud monitoring
Wording AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT #1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD #1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM.

Title: pressure test observation
Wording Health Dept. required to observe pressure test, 48 hour notice to be given.

Title: well setback requirement
Wording 100 ft. setback to all wells to be maintained

Title: other setbacks req.
Wording 10 ft. setback required between water lines and effluent lines. If this setback cannot be met, the DOE Guidelines shall be followed.

Title: trench depth
Wording MAXIMUM TRENCH DEPTH 24 INCHES

Title: installed on natural contours
Wording Drainlines are to be installed along the natural contours.

Title: dose counter
Wording Dose counters are required in the control panel for all drainfield components.

Title: divert drainage
Wording Divert all sources of drainage 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 Asphaultic emulsion or equivalent required on septic tank and/or pump chamber.

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: SAND LINED TRENCH/BED
Wording TRENCH TO BE EXCAVATED TO DEPTH AS PER DESIGN AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24" FOR DRAINFOCK BED.

Title: critical area compliance
Wording Approval of this sewage disposal permit does not preclude the permit holder from complying with the Critical Areas Ordinance for other development on the site.

Title: domestic strength waste
Wording This onsite sewage system is designed for domestic strength waste water only. Disposal of any other waste streams is considered a violation of this permit.

Title: CUSTOM CONDITION
Wording This community drainfield requires a management agreement with a third party guarantor with adequate funds set aside in an account to repair the system. The third party guarantor shall be the PUD #1 and will take over management and operation of the system if so directed by the Jefferson County Environmental Health Div.

Title: CUSTOM CONDITION
Wording Individual lots shall obtain a permit from Jefferson Co. to install a septic tank to serve the residence. Each tank shall have risers to grade over the inlet and outlet, the inlet riser shall be 24". AN OUTLET BAFFLE FILTER IS REQUIRED ON EACH SEPTIC TANK.