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Last modified
6/3/2019 10:12:57 AM
Creation date
5/22/2019 3:10:30 PM
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Permits
Permit Address
12768 LEAH LN NE
Permit City
WOODBURN
Permit Number
555-18-008184-PRMT
Parcel Number
051W25 00800
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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• <br /> Onsite Permit 555-18-008184-PRMT Page 4 of 6 <br /> Schedule Inspections online at www.buildingpermits.oregon.gov or by calling: 1-888-299-2821 or 503-588-5147 <br /> When calling for an inspection,use IVR Number:555094726717 <br /> Dae su,z,ed, i2L1sir78Vv ��„ f a � i ttr44400 <br /> 'ga N , ya <br /> V. g itzt 2V, 5 gai r <br /> it.i 1000n EALT3BRM SF1T :C 831�SI <br /> � ` ?? <br /> TJ <br /> r:741,,z n,+v#S"°V.`,: 41)tgs*O "u„,.['" e az r, <br /> Conditions of approval <br /> Approved Area&System Type: <br /> This property has been approved for a CAPPING FILL INITIAL and REPAIR in the area of the <br /> approved test holes approved under Site Evaluation 555-18-008184-EVAL. The proposed system <br /> installation has been approved as submitted. Please refer to the signed approved site plan dated <br /> December 13, 2018. Any deviation from the approved plans must be authorized by this office prior <br /> to installation or the permit may be voided. The required inspection schedule is attached to this <br /> permit. It's the responsibility of applicant/installer to coordinate these requirements with all others <br /> in OAR 340-071-0220. <br /> This Permit is for a system designed to serve a single family dwelling. Peak sewage flow into the <br /> system is limited to a maximum of 450 gallons per day,with an average sewage flow of not more <br /> than 225 gallons per day. Premature failure of the treatment system may occur if either of these <br /> flow quantities is exceeded. If, for some reason, you expect your domestic household water use <br /> may exceed these flows, it is advisable to increase the size of the treatment system. <br /> Specific Requirements: <br /> ANTI-BUOYANCY is required for tank installation at this site. See manufacturer's specifications <br /> for anti-buoyancy. <br /> TANK RISER: The tank must be installed with watertight risers extending to the ground surface or <br /> above. The riser lid must be gasketed and securely fastened. <br /> EFFLUENT SEWER: The effluent sewer is the pipe from the septic tank to the distribution box. <br /> The material required is 3034 or Schedule 40 pipe with 18-gauge minimum green tracer wire or <br /> green metallic tape placed along the pipe. The effluent sewer shall extend at least five(5)feet <br /> from the tank. There must be a minimum difference of eight(8) inches between the invert(flow <br /> line)of the septic tank outlet and the invert of the distribution or drop box outlet. In Equal <br /> Distribution, there must be six(6) inches of fall between the septic tank outlet and the distribution <br /> box inlet. In Serial Distribution, there must be two (2) inches of fall between the septic tank outlet <br /> and the drop box inlet. <br /> HEADER PIPE between Distribution Box and drainfield trench must measure a minimum of 4 feet, <br /> must be installed level, and bedded on undisturbed earth. <br /> CAPPING FILL SYSTEMS MAY ONLY BE INSTALLED FROM JUNE 1ST TO OCTOBER 1ST or <br /> during such times when the Building Inspection Onsite Wastewater staff finds soil moisture <br /> conditions acceptable. See the attached"CAPPING FILL" information sheet for instructions. <br /> OBSERVE ALL SETBACKS AND SEPARATION DISTANCES as required by the DEQ rules. A <br /> copy of the DEQ setback requirements is available online at <br /> http://www.deq.state.or.us/wq/onsite/sdssearch.asp under Rules: Division 71: Table 1 and is on file <br /> in our office. <br /> THE APPROVED SEPTIC SYSTEM AREA MUST BE PROTECTED from any vehicular traffic, <br /> livestock and farming activities. Other activities such as excavating or filling, driveway placement, <br /> 12/17/18:8:52:06AM Page 4 of 6 ONS_OnsitePermit_pr <br />
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