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�id"enCo' t ,4 iri11b-tin art"i'f <br />X ,>� w <br />Spedificaiiions <br />Air:venc (ort aptianel flow modulation pl'afe) <br />Dischalfpef a: on, optionalflow modulaion plete� <br />Model - <br />FT3044446 / f7SO444-36M <br />FnNO444-36./ FIW8444-36M <br />FnW436-28 I FnW436-28M <br />A - VeUltheight to (mm) <br />44.0011118) <br />36.00 (914) <br />B - Cartridge height in. Imm) <br />36:0019151 <br />28:00 (710) <br />C.- Inlet hale height' in -(mm) <br />_ <br />21.25-(540) <br />18:254489) <br />D - Nominaldiameter, in. Imm) <br />4:00.(100) <br />4.00(100) <br />Number of inlef holes <br />6 <br />8. <br />Inlet hale diameter, in. {mm) <br />1.13 (29) <br />1.13 (29) <br />Number of discharge ortfices <br />1. or 2' <br />1 or 2' <br />OisCharge orifice diameter, in.. (mm). . <br />4.00 or 616.000 or. 6)1 <br />4.00 or0Z6(IDO or 6)1 _ <br />Discharge coup)ing-dlarneter, in. (mm) <br />4.00 (100) <br />4ti00 (100) <br />Number of air vents <br />1 <br />1 <br />Air Oenfdiametet Dow modulation plate, in. <br />(mm) 0.50 (13) <br />0.50 (13) <br />Filter surface area,- fix Inn <br />1200 gpd. _ <br />Flow area," ft2 (e) <br />General. <br />' lnlat hole height can vary depending on the configuration of the tank. Optimum ho% height is 70% of the minimum liquid level. <br />t Aveifeble nn eptionel f/owmodutat/on plata. <br />t Fther area. is defined -as the total surface area of all inditsdual SiotubesO within the finer cerfildge. <br />—Flow area -is defined as the total open area for area. of the mash apenings} of ali the litdiyldue(Bibhtbes within 1htr, filter cartridge. <br />MM= FTs t <br />Itw.13, OOyr4 <br />Pais :atz <br />WrwayAve4 Su *dK QA97479 i1SA + 9WU-941843:• 64V459.4449 - arww orence com <br />j% <br />Ioc <br />4-vih(100-ri)s otube°fuent Furs <br />W R I T E CGNC'RE'TE PRODUI TS, LLC <br />- 120.00" . . <br />SOIL COVER <br />EXISTING GROUND <br />\\r\\ <br />C) /// /// �// /// /�/� FILTER FABRIC OR UNTREATED <br />BUILDING PAPER <br />`) <br />00 <br />GAl 2" <br />PERFORATED PIPE <br />CLEAN WASHED 24" <br />DRAIN ROCK <br />DRAIN FIELD TRENCH DETAIL <br />(n <br />LU <br />U <br />O <br />cn <br />W <br />J <br />Q <br />H <br />Q <br />U Z <br />Z <br />W <br />w <br />M Q <br />w ZD <br />z N <br />C-0 ¢ o C-4 Z <br />Z W o 0 o W <br />6 LU <br />z v ,.•) ,..) c Z <br />W O N Loo� Z <br />Y 1P) W „Y <br />¢.IF -Ya -U_ 0 =L <br />ZC) <br />O <br />pCf) (!) M <br />N <br />QL <br />Cc W WX <br />� pz <br />O. — <br />tJU <br />C/) <br />Z <br />O <br />tY <br />Q <br />ELM LL <br />Q 2 <br />OC 0 <br />O <br />CCo <br />0 <br />W <br />0 <br />N U) oC x <br />W W <br />W cc NZ <br />W U <br />z <br />O_ <br />DESIGNED BY: vnr <br />DRAWN BY: GHB <br />SCALE: AS NOTEI <br />DATE: 01/23/2018 <br />ROFF�, <br />sig F <br />OREGON <br />� vG <br />'1fig <br />9 <br />l�qM I • <br />1 1. 2/2/2018 ADDENDUM #1 1 <br />JOB NUMBER <br />4353-13 <br />SHEET <br />C1 02 <br />�AppHo6ons <br />tee handle <br />• . <br />Orenc04-inch Biotube® Effluenf Filters are dkidned,to <br />i <br />t <br />Vented rep plate, <br />remove solids from effluent leaving residential septiti tanks. <br />sta,idard' <br />They can be usedb new and existing tanks_atf)owsof-uptp-. <br />1200 gpd. _ <br />General. <br />Bictubes <br />Orenco+t-inch:Siotabe EffluentFitkels �U Saterrte No:4,3,9�323; <br />and 5,492;635) are iwed.to improve ., .-q afityttf uenZ 6tlg <br />8—septicctank in a residential sepdr' !stem •)ricreaaed effluxint; <br />quardyimproves system performance a*td' xztendsdia nfie(d *de. <br />8iotube" filter <br />The Biotube cartridgei %_ti*WVthrffie yauh ,and is-t'emova6lefor <br />cartridge. <br />maintenance.'1'hetee-ttandie oen b6:4 aded for-easyemoval <br />of the: cartridge. <br />Standard Models <br />ftSO444-36, FTSO444-36M; FTW1?436=2$ F>l"! <br />FrmI44-3t, Ftwo444-36M <br />ftddobt Cbde;Diagram <br />fT.1OD-( =El" <br />_ <br />8fank -. 6b opborts a loved. <br />= flow moAuwm date 4%i aw. 9tl. <br />Fluw modulation <br />z : Uoat such bracket InsMW <br />plote (optional). <br />.in.(Mr* <br />28 D 28(711kstaWsW <br />36 =:361414b=naam <br />Fuer tamag W5K n-om* <br />36 36 <br />Vault <br />= (914), sttttOfid . <br />44 - an118),aranaarrt <br />4•1n. (100 -mm) rarer darAeter <br />oureLee: <br />Biatube filter <br />: <br />w .= fj%TWe 3m400ff11H <br />5 = fits Sched* 40 araet tee <br />vault <br />+8►'� <br />Inlet holes <br />I acnrme+nvvt,'on: <br />_ <br />6`.>L�k = u-In.p•tmgalar,,nestt.. <br />F = Ywln.0.trinm 9*9)esh <br />8ro'.tr5a" eftuent Rer <br />Materials of Construction <br />Biotube6 cerdidge. Polypropoonp and polyethylene <br />` <br />Y. <br />Handle components PVC,polyethylene, stainless steel <br />Org1w Systems* tnc: , 814 ASrway Ave., <br />30mrWi, OR 9741e11.4AA 4 eo0-94649843 541 Se 1148 wew:bren0Gx0fq N1 i <br />W R I T E CGNC'RE'TE PRODUI TS, LLC <br />- 120.00" . . <br />SOIL COVER <br />EXISTING GROUND <br />\\r\\ <br />C) /// /// �// /// /�/� FILTER FABRIC OR UNTREATED <br />BUILDING PAPER <br />`) <br />00 <br />GAl 2" <br />PERFORATED PIPE <br />CLEAN WASHED 24" <br />DRAIN ROCK <br />DRAIN FIELD TRENCH DETAIL <br />(n <br />LU <br />U <br />O <br />cn <br />W <br />J <br />Q <br />H <br />Q <br />U Z <br />Z <br />W <br />w <br />M Q <br />w ZD <br />z N <br />C-0 ¢ o C-4 Z <br />Z W o 0 o W <br />6 LU <br />z v ,.•) ,..) c Z <br />W O N Loo� Z <br />Y 1P) W „Y <br />¢.IF -Ya -U_ 0 =L <br />ZC) <br />O <br />pCf) (!) M <br />N <br />QL <br />Cc W WX <br />� pz <br />O. — <br />tJU <br />C/) <br />Z <br />O <br />tY <br />Q <br />ELM LL <br />Q 2 <br />OC 0 <br />O <br />CCo <br />0 <br />W <br />0 <br />N U) oC x <br />W W <br />W cc NZ <br />W U <br />z <br />O_ <br />DESIGNED BY: vnr <br />DRAWN BY: GHB <br />SCALE: AS NOTEI <br />DATE: 01/23/2018 <br />ROFF�, <br />sig F <br />OREGON <br />� vG <br />'1fig <br />9 <br />l�qM I • <br />1 1. 2/2/2018 ADDENDUM #1 1 <br />JOB NUMBER <br />4353-13 <br />SHEET <br />C1 02 <br />