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MARION COUNTY BUILDING INSPECTION <br /> COMMUNITY DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 - Salem, Oregon 97301-3670 <br />Office Hours: 8:00-4:30 · Phons: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br />DATE/T[NE = ~3/17/77 <br />TYPE = SE <br />OCCUPANCY = R-3 <br /> <br />SITE EVALUATION APPROVAL <br /> <br />APPROVAL HO : 77-B1407 <br />STATUS : APPROVED <br />APPROVED : ~/17/1997 <br /> <br />PAGE 2 <br /> <br /> SITE EVAI, UATI£tN APPROVAL <br /> <br />lh~s prep~,~rty has bee~'~ evaluated for the feas:i, bility of the :i. ns'~allat'io~ of a sep'~:[c <br />sy~rkem 'for a RESIDENTIAl. buiIdi~u~ ~;ite. Based on the resuIts of this study, site <br />~prova} :;~ (~ra~'d:ed. The approval :i.~. site specific to the area 'bested, mud the septic syste~ <br />,,~[.~s'~: he ~.oca['ed in t'hr. imm~?d:i, ate ,~rea of the t'est pits, unless otherwise authorized by ?his <br />{:~ f'ica. A 'ew ~'[~.' eva~uat-io' may be r~ouired if the syste*,~ is proposed fer a different[': <br /> <br />]h:hs approva) :i.s q:ven on 'kh~ basis that the lot o- parcel will not be f~"the" partiti~'~ed <br />m' ~uhc'l:[vide~ and ~-hat conditions om this prop~rty and om adjacent prooerties are uot altered :~n <br />any maunar w,~:i, ch wou!d prohib:i.t the i~ssuanca of a perm:Lt. Soils im t'hb approved area shall not be <br />altel'ed or modif~=d hy cutting~ fitl:i.~'~% or othr~r d~:,w.~lom'qental activities which would i~,~pede the <br />~uccassfu) ()perat:ior~ of '~l~e i~'~.t:i, al or-repla(':ement soil absorption systems. Failure to comply with <br />~:t~e above items ~ay w~d this approva~i~ <br /> <br />'~i~s repoYt is not a perm:it i"o inst~'~:~] the sewage system. A permit must be obta:[~ed before <br />~my SY~"(~m C:t')~s'[:l'L~Ct~.Oll OC(lL~l'~. A p~:)rmit MaY be issued ol~ly after the p"operOy ~as b(.,e~ ?ou~'~d to <br />?~,:Jc6~i~p~t:~b.[e ~ith ap~)licable i_.c~)c ~ck~owIed~ed local comprehem~ive la~} use plan. A S'[ate~ent <br />_az d U~se Lompat:i. bi).~t~ or :[t~ equivale¥~t is r(:~quired be'fore a co~structio~ permit ca~'~ be issued,, <br /> <br />A detailed s:i.!'~ pIan~ d~"aw~ to scale (ex: 1" = 68")~ must be submitted with the pe~'~d.t <br />apptica'~iio~ he'ior~ t'h~ co~'~struc'~i~m-.iY~stallatJm~ p~rm:[t can be issk~ed. The syster.~ I,mst be <br />i¥isfalied Ly the [rol~.¥t) ew~' or a r(~.g:istered contractor. . <br /> <br />[his si~:e eva'.[uaticm r~?port is v,~Iid until an on-sit? sewage system is installed pursua~t to the <br />~'oustruc~iom permit obtained from th~s office~ or uu¥il camcelatim~ pursuant to the E¥)vironme~t'al <br />Quality (,on),fi. ss~ion Rule~. Suh.ject to th~? above~ th'~s report runs with the land a~d will auto~at- <br />~ca].ly be~'~efit snb,~equenf <br /> <br />Si~:~ c:ond:ktio~s will r~quire th~ following installatio¥~ specif:i, cations: <br /> <br />TYF'E OF II,IITIAL SYSTEM: <br /> <br />STANDARD <br /> <br />MINIMUM SEPI'IC TANK OAPACITY: 1000 f;ALLONS <br />LINEAL FEET 01: DRAINFIEL. D: 450 <br />TYPE OF I)ISTRIBUTION: SERIAL <br />DISPOSAL TRENCH DEPTH: 241[NCNES~ MIN!HUM; 24INCHES, MAXIMUM <br />TOTAL DRAIN MEDIA DEPTH: 12 <br />DRA]iN MEDIA UNDER PIPE: 6 <br />MINIMUM SOIL BACKFILL: 12 <br />GROUND WATER IN't'ERCEPI'OR: Y <br /> <br /> TYPE OF FUTURE REPLACEMENI' SYSTEM: STANDARD <br /> <br />!.~:~fore al'ly installatio~ takes pilace, a permit must 'f~rs'~ be obtained from Marion County. <br /> <br />1. <br /> <br />COMMENTS AND CONI)ITIONS <br /> <br />[HIS SEPTIC REVIEW WAS COHPI.EI'ED BY LEE GRIMES ON MAROH ~7 <br />19~7. SOIL CONDITIONS AT THE TWO WESTERLY TEST PIIS ARE~,~R- <br />GINAL TO CONSIDER STAN])ARP SYSTEM QRAINFIELDS. TNERE IS A <br />MO)IERATE ROCK HAZAR3 ASSOCIATEI) W1TH ~RAINFIELD CONSTRUCTION <br />A PRE-PERMIT FIEI.O STAKEOUT IS NECESSARY TO CONFIRM THE LO- <br />CATION~ AND ELEVATIOI'IS OF 'THE tNI)~rV))~UAL DRAINFIELD LINES. <br />REFER TO THE STAKEOUT PROCEOORE AND SFTBACK LIST FOR DETA]:LS <br />'t"(i C. OHF'LETE TN[;~ STAKEOUT. USE CARE NOT TO ALTER THE NATURAL <br />TOF'~OIL W'['i'H{N THE DRAINFI'~:LO SI FES PR(OR TO INSTALLA[!ON. <br /> <br /> <br />