|
Description:
|
| | |
File Review by Specialist
|
|
Date Completed:
|
| | |
5/23/2022
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
SEPTIC PERMIT FINALED "F"
|
|
Date Completed:
|
| | |
10/1/2004
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Incomplete Installation "I"
|
|
Date Completed:
|
| | |
7/19/2004
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Issue permit (F)
|
|
Date Completed:
|
| | |
7/8/1998
|
|
Disposition:
|
| | |
ISS
|
|
|
Description:
|
| | |
Case Entered
|
|
Date Completed:
|
| | |
5/26/1998
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Stormwater Review
|
|
Date Completed:
|
| | |
5/28/1998
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
Review Case
|
|
Date Completed:
|
| | |
7/8/1998
|
|
Disposition:
|
| | |
ISS
|
|
|
Description:
|
| | |
Critical Area Review
|
|
Date Completed:
|
| | |
5/28/1998
|
|
Disposition:
|
| | |
|
|
|
Description:
|
| | |
PUD contract required
|
|
Date Completed:
|
| | |
7/21/2004
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
AsBuilt from engineer req
|
|
Date Completed:
|
| | |
1/15/2004
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Pressure test required
|
|
Date Completed:
|
| | |
1/15/2004
|
|
Disposition:
|
| | |
DONE
|
|
|
Description:
|
| | |
Septic Permit Application (F)
|
|
Date Completed:
|
| | |
5/27/1998
|
|
Disposition:
|
| | |
|
|
|
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:
|
| | |
protection from vehicular traffic
|
|
Wording
|
| | |
All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. Protective barriers are required around drainfield.
|
|
|
Title:
|
| | |
installed on natural contours
|
|
Wording
|
| | |
Drainlines are to be installed along the natural contours.
|
|
|
Title:
|
| | |
staking of drainfield
|
|
Wording
|
| | |
Contact designer prior to installation for staking of drainfield area.
|
|
|
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, 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
|
| | |
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 AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24" AND UP SIDE WALLS AS PER DESIGN.
|
|
|
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:
|
| | |
minimum land NOTICE TO TITLE
|
|
Wording
|
| | |
This permit is granted based on the recorded NOTICE TO TITLE combining lots 12&13 of block 4, Hayden's Addition to meet the minimum land area required under WAC 246-272 Onsite Sewage Code. NOTICE recorded June 24, 1998.
|
|
|
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.
|
|