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<br /> COMPOST STORM WATER�FlLTER-SPECIFICARONS
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<br /> . OPEN UNR-..TWE il"
<br /> PART 1 -GENERAL PART 3-EXECUTION V,. ,i
<br /> AI `� C. Vertical Radial Flaw fitter Cartridge* - - -
<br /> ;(;4• .tw-.: - -. • 1.01 SUMMARY -:.= .. 1. ..Cartridges shall De eanatructed from 3003 H14.,100/lOOfl luminum tote, 3.01 COMPOST STORM WATER FILTER-OPEN UNIT 6 5
<br /> 1ageL I? vinyl coated galvanized wire,ABS fittings;and-..3/16'P - - - _ g -W
<br /> A •.Deearipbon - et°inlass ateelriveta with hog rings,or en9ineeropprovad.
<br /> A. Vertical Radial Flow Fitter Cartridge
<br /> Thee :pap-thw.Secbon eonefats - the.0 tro Ibon of compost alarm water. '.:. - 2.- Carlri e.-°hog cove CSF codified cora installed.see cora ost 1.- Carlridget shall not be.inatalled:until the project site 6 clean and stabilized. :. „ ..1(7;7)
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<br /> , • 'filters,open unit type;as shown an the Contract'Drawfnga,nmpI to in pW<e. speer motion above). ( P - _ •- the project site r.fills any.surface which co toll bas leanrt drainage to -
<br /> - 'the:compoat filter. All impeirneable surfaces shall be clean:and:4rco of �
<br /> B. Related Sectionsg yl coated wire hoed with filter.eets t - .dirt oebda. All cotch basion,monholea,and pipes shall be free of Girt and .:'�',2,I ;�
<br /> 3 Cortnd ea shall have the We�menta: _
<br /> _._ . : m ufactured from o woven polypropylene materiel that meats the _ 1- .
<br /> t.:.Cleonng.and Gra Ming f : following speeficotiom: _ 'ti+
<br /> ,, 2 Fxeavabng,.Backfilling and Compacting 2- Corltracter:moat notify CSF Treatment Systeme(503-644-8220)one(1) -
<br /> ' ,3, :Aggregate:Bose Courts - - .. - -week'1n-advance of cartridge installation. COP Treatment Systeme •
<br /> S ' - 4. SPedfiusom for Fllfer Fabnc •
<br /> .:St rm'.D.mage-Systems personnel:wgl Install cartridges complete with certified compost and Pipe
<br /> 5. Cast-in-Place Concrete. - - - .... spool for'to connection.
<br /> - 6. :'Joint Sealers - '- Teat Method.” Unite.
<br /> GrabProperty Sloe 9th ASTM D-4632 265 Pounds B. ..Weirs .1J.�.
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<br /> . Grob..Tensile Elongation ASTM 0-4632 20% . : At neect completion,weirs shall, levela sealed at at Q '
<br /> P 1 t be rad a s ed all joints With sll'eone �/ �y>
<br /> -' Sponsor Number Subject : Puncture ASTM D-4833 .135 lbs -sealant'Seolant shall be-worked into the joint from both side.:- Do not apply y!
<br /> Mulled--:Burst' - - ASTM D-3786 420- psi - -sealant until concrete has cured and re no:longer green,..: - �..Q E- <,+
<br /> -AASHTO M 252' ....Corrugated Polyethylene Pipe Trapeoold Tear ASTM 0-4533 45 lbs C. Papel PoaW -
<br /> ASTM D 1785 PVC Pipe and Fittings : _
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<br /> UV Resistance AS1M D-4355 90% - - ,"�J:� ,ii
<br /> 1,03 SUBMITTALS - Poeta shall be instated within 3/8 inch of plan dimensions and set vertically. -.�`�
<br /> r Apparent Opening Sze,- ASTM D-4751 20 US Sieve... •
<br /> SuDmitfals pertaining to-the Compost Stoeec it r Fllta shall be made to CSF Treatment Flow Rate : - - ASTM 0-4491 2117.05%0'001/Min/Sq.Ft D. Panels ., ��:
<br /> Systema.Inc. - - - - •_
<br /> Percent Open Area . . All Panels to be set within 3/6 inch of plan elevation. Panels shrill be level,• ;, -
<br /> " A Submit for approval,concrete raiz design,certificates of compliance for cement Permitivity: - ASTM 0-4491 Sec.-1 Pone to be sealed at all joints with'ann.sealant. Sealant to be worked in.both �•
<br /> and water quality.teat rosultt. cries - 0. .:`'M..:
<br /> _ ' PART 2-PRODUCTS _ D. Weirs* iLI
<br /> E. :Grading W
<br /> Grade all areas as required toy accommodate thf dities. Up n completion of the .0 1
<br /> .- '. sWane
<br /> ro tlail.be constructed of PJC Plastic by CSF Treatment Systems or Engineer .-_:.inetoliatien'Rake and remove' rocks orad.foreign material'and dispose offate poorN
<br /> . to eeedrg,'-;Obtain.engineers•.°Perm.,prior to seeding.-. c....)4.4 .Vi
<br /> E. PVC.Panels•-- - �.
<br /> •, : Com onento included in the CSF Flow Itit:•aro marked with an asterisk'.' b i'
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<br /> , : P - clow. PVC panels shall be of 1/4.InchpHebe,rough.one aide. After installation T
<br /> i :', - : - the.Panels--sliall.be sealed at dill joints.with siliconenalonI.-Panels to De by CSF' All piping
<br /> � . B. Compose .Treatment Systema or Engineer approved. PJC ping ahoil be Jo reed m accordance with ASTM D2564. w.
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<br /> -. 1,.: Com et$hall be made exclusive :of-deciduous leaves collected in late foil G. Concrete Flniehing _ ,>� } r Q;,;.,
<br /> ...-1.' moth t ss'thon'5%by dryweight ofwoody-or other floatable.materiels. F. Concrete.and Ranforaement -: -e _ *1
<br /> 'Compoebng.shrill'De:performed-m wmdrawa-welsh aretumed ct fm aent�� � -:.: • t:: Unexpoaed.Woll Finish-'-Patch all rock packets,form tie holes,and other :. '� � "1
<br /> a -- i 1, Concrote.shall be 3000,pal,28.cloy strongth.3/4 inch.crashed rock 4"'eh - - -:
<br /> x, ,,, ' Intervals during:the'pcd o.o.od Process to promote a turnecompoa re9 - ,,. .. - - Iaegulantles withmanors; No further fimaNng well,;regwrad'
<br /> +,; �.-,i � .: "' .' ':'contltione. Compoating.shall have taken.place'for a minimam of aiz slump---maximum,placod within 90 minutes of initial-mixing.
<br /> -: montha:,under the above candibona. • - .' . 2.. Ordna efeO0 6-.a pat.tel .Her removal of Tonna otch or alitI.
<br /> r'-'" - � � �� 2. 'Reinforcement steel to be 60 KSI'sefomied,free of rust.and clean. ucit defects and.dure. ctcheeyto a'. int�C aelow.ez osed �A r�:
<br /> - :'2. -Finintn's uorepoet shall have a minimum-oryanie canteet of 25to30R. toinve hovesetsurface
<br /> neven grind orpP11 all form markti and poiming.ffe 111
<br /> ,� G. Drain Pipe
<br /> -Compost shall have'°dark:brown-tb block color when moist and have no , : 3 to give l Surface sertac-even.with the Rat wall surface. : r
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<br /> alt IV adorn:.- - - S
<br /> , -.-.1- '•. .: ... '. .... .- • . All drain pipe forOpen.filter shall be PASHTO M252 type S.HDPE slotted '.� 3..-- Horizontal Surfaces � � T
<br /> '' •" 3..' Flf teeed'eam .hail 6 ranblor-and- 1. ai (Perforated).--Allpie.lent.shall be made according-to -
<br /> Past 0 9 real cora n lea.than forbi9n - !•:
<br /> ePecdcotiorn.. a. .Poise upper
<br /> material:such.t glw ith, plastic.contaminants.. Compost an0.5-0ry'at the: - - oorah.... be lea such as tops of walla by placing an i.
<br /> 11mq ofinstallation with-a moisture content wet-veer ht boars no leafed -':. - azcess sof concrete in the fo d fano romovi or stekin off each - - - %I
<br /> . ( 9 ) 9 H„, Penal Past» _ ^g g -�
<br /> ,.. 70X.' .. ... ens.w'itho:woodenfldot and.foraing coons aggregate below
<br /> ' "axe
<br /> ams or -:mortar.eurtace..:The use of'mortat topping for.urfa°e°tolling
<br /> . - - � •-- Panel porta shall be made of reinforced fiberglos. CSF 7reatmeM -
<br /> 4..-Compost shall have n net hl m level of duet defined S'.byd rd more.than 10% : : tied, � - under this alaaad(cotian.will not be:pennilted. ,.,A
<br /> . �. . -...Engineer apprq -
<br /> • - :by masa of.dry compost which hoe passed u--US.Standard.sieve size/.4. - : i °: ° n{
<br /> :stall pea o#45 sieve. : 1. -'Hardwam _ b. .After comets oadsheen:track off,oork surface lhoroughlyand -
<br /> .-� _ � � - , -' Float with a wooden,eanvas..or cork 0aot by skilled-and- - � ��
<br /> ',(•' - 5. Compost shrill De certifed by COP Treatment Syaterae,ins:-or Engineer. : • - - ezperieoc rt concrete fini.heel to the long
<br /> tall f•sh hassei • °�
<br /> _ -Ail hardware to 304'etamlets ateeL
<br /> ' - - - . approves. - smooth.
<br /> but a lightly,parallel'.10 the I ng.dimena on,with a fine
<br /> ` . • ' - • brush'.it remove surface cbmenf film leaving a fro.-grained. - T
<br /> -.-• J. Slicorw Joint Sealant smooth,but sand $
<br /> � --. Certified(Pre-appraved)compost is available from: � _ .: � y texture. � 4' :I
<br /> Sloe a ceatant shall be ure.RlV sircone conforn, to Federal S eciication- / - - - ,.
<br /> -�_ CSF Troatment Systema- ---Number 7i.S001543A or 1T SOD230C or Engineer approved. P � H. Cleanup., S '� � 8 $ ,,.,
<br /> : _- .. :.� -.. :. P.O.Boz'10390 �.:.. :. .. ;.
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<br /> Po410 d.:OR 97280 - .. - - 6emove II 000eae material,;n rooks, pp rape,moteonign r otenal,aeoving the
<br /> K, Sob-Baso -ads n a-clean, '
<br /> - � - -(503)644.+8220 � _. � .�- co-pl t"wndkion approved by the engineer. WI P'JC'and
<br /> , Fiberglass filer bomEND OF SEC be' free of any(crew material indutling
<br /> ' - - Compact undisturbed sub-date matenala.to B5X of maximum densely at+/-2X conerote and excels sealant "
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<br /> of.optimum moisture. If disturbed,sub-base shall De C min of 3/4 m ''',.../?-1 roue :.
<br /> rack 95X compaction. - END OF SECTION .- ;1
<br /> ..: L Backfill _
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<br /> • : - Backfill shall be 3/4.minus.rock(95X compaction),or as otherwise specified in
<br /> - - - :.. the ro Bet's l tectni001,,,,,,...„0„.. -
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<br /> P 1 .genera
<br /> r ..- '. M. Grating . .. _
<br /> - All grating to have a hot dipped galvanized finish and loll be constructed in con F mmanco - - g �'
<br /> with.American.Notional Standard ANSI/NMMM MBG 531-93, 988 ,,+
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<br /> i - - Sheet Bomber
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<br /> 1 88-1714-0101
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