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> STORMFILTER DESIGN NOTES <br /> "'I STORMFILTER TREATMENTCAPAOITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE <br /> -'I SINE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES 13). VOLUME SYSTEM IS ALSO AVAILABLE WTH MAXIMUM 30PRTRIDGES. <br /> j 048"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CRS. =TIE SITE CONDrrIONS EXCEED 1.0 ORS AN UPSTREAM BYPASSSTRUOTVRE IS <br /> D OUTLET REQUIRED, <br /> 0 MP <br /> 71 �1T�A CARTRIDGE SELECTION L. A CARTRIDGE HEIGHT 9' Ma LOW DROP <br /> j =0W �� - 1 E. A a RECOMMENDED HYDRAULIC DROP HO 3.07 <br /> A H_ 1 �,LI SPECIFIC FLOW RATEPam/90 - 20Dm/IP 1Ea:M[' 2966101 1pDnVM 29DmNA 10161 ' <br /> INLET l LL �•i�I=yjJaCUTLET, CPRTRIOOE FLOW RATE I9Dm 22.5 11.25 15 T. 10 5- <br /> CO <br /> aQ I <br /> RS'IQ MANHOLE <br /> C STRUCH.I RE <br /> (p TOP SLAB ACCESS 9 158"100. SITE SPECIFIC <br /> SEE FRAME AND <br /> CO COVER DETAIL DATA REQUIREMENTS <br /> C <br /> TRUTURE ID AREAA <br /> CD WATER DUALITY FLOW RATE ICSI 0089 <br /> PEAK FLOW RATE ICs) 675 <br /> 'Q `s A RETURN PERIOD OF PEAK FLOW(WM 10 <br /> }1) 1 / AS 30F CARTRIDGES REQUIRED 3 <br /> Z. PLAN VIEW I 3. 1 CARTRIDGE FLOW RATE IS An <br /> = STANDARD OUTLET RISER I I u �° �SB:0M 1 MEDIA TYPE(CSF PERL1TE.ERG GAG.PPS) WS <br /> CD <br /> CO 1196,===m99=6:95./macca9996;FLOWKIT:40A 1 MAFFF "Y/ <br /> I PPE DATA IE. MATERIAL DIAMETER <br /> I CONTRACTOR TO GROUT TO INLET PIPE Ut 14T <br /> FINISHED GRADE �' 197 / INLET PIPE 42 PVC 6' <br /> 0 OUTLET PIPE .p 9C' RCP 12' 1'T1 <br /> M RIM ELEVATION I 20 1 1 <br /> d GRADE )( <br /> (p RING/RISERS \ AM4FLOTATION BALLAST WIDTH HEIGHT r. <br /> (0 F13 <br /> -11 a N \ I /f FRAME AND COVER NOTES/SPECIAL REQUIREMENTS: Cr <br /> o▪ m ` 1 I I! <br /> (DIAMETER VARIES) PEa ENGINEER OF RECORD n <br /> a 1 ; , N.T.S. L• <br /> FLOATABLES y <br /> El) O B FFLE .Q <br /> D ( l DENERAL NOI£s n <br /> 1. CONTECH TO PROVIDEALL MA7ERIALS UNLESS NOTED OTHERWISE. •-F <br /> -6 ____- 2, OAIENSIONS MARKMD WRX (1 PRE REFERENCE DIMENSIONS. ACTUALOIMENSIONS MAY VARY. —O <br /> ED L� 3. FOR SITE SPECIFIC RAWIINGS WIM DETAILED VAULT OIMFN$IONS AND WEIGHTS,PLEASE CON TACT YOUR SCREECH ENGINEERED SOLUTIONS <br /> Z. -._ a LLC REPRESENTATIVE. www.CDmmhES.com <br /> 3 _ A STORMFILTER WATER DUALITY SRNCTURE SHALL BE IN ACCORDANCE MTH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS <br /> (D ? OE ( mo 5. STRUCTURE SHALL MEET PASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF O'-1 AND GROUNDWATER ELEVATION AT OR BELOW.CE <br /> � I - OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. GASTWGS SHALL MEET AASHTO a. <br /> CO INLET PIPE 0 — = M306 ANO SE CAST'WITH THE CONTECH LOGO, <br /> r L`I 6. FILTER CARTRIDGES SHALL RE MEDIA-FILLED.PASSIVE.SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL <br /> 0 `d t SEA INCHES, FILTER MEDIA CONTACT TNIE SHALL BE AT LEAST 29 SECONDS. <br /> g I = 0 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CPPPORY Igom)DIVIDED BY THE FILTEP CONTACT SURFACE AREA WQ tlF co <br /> • D /(J .. U O <br /> 4 _ _ 1 = INSTALLATION NOTES <br /> � A ■ • 1. ANY SUB-BASE.BACKFILL DEPTH.AND/OR ANTLFLOTATION PROVISIONS ARE STESPECIFIC DESIGN CONSIDERATIONS AND SHALL SE •'4- <br /> SPECIFIED BY ENGINEER OF RECORD. CD <br /> D 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE r <br /> A TUFTING CLUTCHES PROVIDED). SD <br /> J / 3. CONTRACTOR TO INSTALL JOINT SEALANT B ETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. <br /> FILTER CARTRIDGE { 4. CONTRACTOR TO PROVIDE. INSTALL AND GROUT INLET PR E(SF <br /> FLOWICTJ OUTLET SUMP HOPE OUTLET RISER 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STAB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE Q <br /> OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 9 INCHES,CONTRACTOR TO REMOVE THE B INCH CURET STUB AT MOLDED co <br /> SECTION A-A INCUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BYCONR4CTOR. <br /> 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTONAELATED EROSION RUNOFF <br /> F. r- <br /> * ®g SFMH48 n <br /> B A38 ENGINEERED SOLUTIONS LLC STORMFILTER <br /> ,Sto-......v+..tO11TFJtcr• nwmas�m 0025 Cara Pemle Dr,S welw, <br /> Wes:Clmmw..OH46000 STANDARD DETAIL CO <br /> ii atie-r■P-1122 513-¢45.7000 Ei1845-7993.F AX et <br />