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SESPNEW - 1474629
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SESPNEW - 1474629
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Last modified
2/11/2010 10:47:43 AM
Creation date
8/19/2004 12:58:54 PM
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Permits
Permit Address
7967 BARBARA LN SE
Permit City
Aumsville
Permit Number
555-97-04382
Parcel Number
081W28C 02500
Permit Type
SESPNEW
Permit Doc Type
Permit Document
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MARION COUNTY BUILDING INSPECTION <br /> <br /> 3150 Lancaster Dr. N.E. · Suite C · Salem, Oregon 97305-1398 <br />Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: {503) 373-4427 <br /> <br />SEPTIC PERMIT <br /> <br />DATE/TINE = 07/~9/77 11=~ PERNIT NO = 77-04382 <br />TYPE = SP STATUS = ISSUED <br />OCCUPANCY = R-3 ISBUED = 07/89/1997 <br /> TO EXPIRE = 87/e?/1998 <br /> PAGE 2 <br /> <br /> SEPTIC PERMIT <br /> <br />This property was previously ew~luated 00/80/0008 for the feasibility to install a <br />septic sys~[eM for' a RESIDENTIAL buildin§ site. Based on the results of this study, site <br />approval was gray, ted. The approval is s~te specific to the area tested~ and the septic <br />system must be located in the iMMediate area of the test pits, unless otherwise authorized <br />by this office. A new site evaluation May be required if the system is proposed for a <br />d~fferent area on the property. <br /> <br />'Ibis ~pproval was given on the basis that the lot or parcel will not be further partitioned <br />or subdivided and ~hat conditions on this property and on adjacent' properties ace not altered <br />in any Manner which would prohibit the issuance of a permit. Soils in the approved area <br />~hall not be altered by cu{'~'inq, filling, or other' developMental activities which would <br />impede the successful ~bperatiorS'of the lnitial or repIace~ent absorption systems. Failure <br />to coMpIy with the above items May void this approval. <br /> <br />The site evaluation approval runs with the land, but the permit is non-transferable and non- <br />refundable. <br /> <br />~(eep khis document with your recnrds. Show this permit to the septic installer prior 'to <br />installation of the system. Any deviation from the approved plan must have prior approval fro~ <br />this office. <br /> <br />The following constr'uction specifications shall apply to the installation of the initial <br />septic systeM: <br /> <br /> TYPE OF IN1TIAL SYSTEM: STANDARD <br /> <br /> MINIMUM SEPTIC TANK CAPACITY: 1008 GALLONS <br /> LINEAL FEET OF DRAINFIELD: 450 <br /> TYPE OF DISTRIBUTION: SERIAL <br /> DISPOSAL TRENCH DEPTH: 24INCHES, MINIMUM; 24INCHES, MAXIMUN <br /> TOTAL DRAIN MEDIA ~EPTH: 12INCHES <br /> DRAIN MEDIA UNDER PIPE: 6INCHES <br /> MINIMUM SOIL BACKFILL: 12INCHES <br /> GROUND WATER INTERCEPTOR: Y <br /> <br /> The disposal trenches are constructed two (2) feet wide and on MiniMuM ten (10) foot centers <br /> and with no line exceedino 125 feet in length. The trenches and perforated pipe a-e <br /> i. nstalled level (+/- one ~nch) and contoured to follow the natural ground surface. <br /> <br /> TYPE OF FUTURE REPLACEMENT SYSTEM: STANDARD <br /> <br />COMNENTS AND CONDITIONS <br /> <br />HIS SEPTIC REVIEW WAS COMPLETED BY LEE GRIMES ON JULY 8, <br />1~97~ INSTALL AS PER SITE PLAN.DATED JULY 8, 17~7. NOTE, TNE <br />UP-SLOPE CURTAIN DRAIN= USE CARE NOT TO ALTER THE NATURAL <br />TOPSOIL WITHIN THE DRAINFIELD SITES PRIOR TO INSTALLATION. <br />OBSERVE ALL USUAL SETBACK AND SEPARATION DISTANCES. <br />A groundwater interceptor is required as part of this <br />systeM. This interceptor trench Must be constructed a <br />~liniMuM twelve (12) inches wide by forty-eight (48) inches <br />deep with thirty-six (~6) inches of clean gravel placed over <br />a four (4) inch SMooth wall perforated pipe. The intercep- <br />tor must he lecated at least ten (I0) feet upslope from the <br />disposal field and Must d:lscharge through a watertight non-- <br />perforated pipe b~side or below the dis~posal field. A min- <br />iMuM separation of' ten (10) feet is required for the septic <br />tank if the tank is located upstope of the groundwater in- <br /> <br /> <br />
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