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<br /> STURMFILTER DESIGN NOTES � �
<br /> ,,,�{��_����, STORMPILTER TREATMENT GAPACITY IS A FUNGTION OF THE CARTRIDGE SELEGTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAU�T o
<br /> Al."fiEftNATE PIPE STYLE IS SHOWN WITN THE MAXIMUM NUMBER OF CARTRIGGES(12}.VAUIT STYLE OPTIONS INCLUDE OUTLET BAY(7). m Q
<br /> TOP SLAB ACCESS LOCATION(TYP) � ~
<br /> SEE FRAME(�t+lD CQVER STORtv1FItTER SX6 PEAK i-1YDf2At73�1C GAPACITY IS 1.fl CFS. IF THE SlTE GC3NDITIONS EXCEED 1.8 GFS HN UPSTftEI�M BYPASS 5TRUCTURE iS RE(�UIftED. y �
<br /> DETAIL
<br /> . . . . . > <r�j
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<br /> � �
<br /> �+ /" a' CARTRit�C,E SELEGTiC3N C OV F O L V
<br /> � �
<br /> / R�FER TO PLANS N �
<br /> � G_m� GARTF21C3GE NEIGHT 27" 18" LOW DRC3P '
<br /> p -� ° .__E'�° � our�ETsu�np �a�coMr��rvra��HvoRAvuc��t�P{h� a.os� �.�� a.s� FOR RIM ELEV. Zo � #03 300.28 n Z
<br /> � -- ^ SPECPF�C FLC2W f3ATE gRmtsf� 2 gpm/ftz 1 gpmtfia 2 gpm/ft� 1 9P�� 2 9Pm/ft' 1 gpmiftz � � w
<br /> ., ° caa�r��cr�E F�ow�arE(sp�,) zz.� ��.z� �s �.s 7a s #1 5 3 0 1,$5 ,� a
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<br /> WLET --- - --- � � .
<br /> �, �- SITE Sl�ECIFIC TABLE �E sEa�
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<br /> � -�Q-- .. � DATA REGlUIREMENTS � � a
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<br /> STRUCTUREID
<br /> � 1 WATER QUALITY FLOW RATE(cfs) o.oas
<br /> HANDHOLG�, STEPS �
<br /> WLET �-� _ _� � _ PEAK FLQW RATE(cfs} o.ssi PIPE
<br /> DISSIPATOR � � ` � RETURN PERIOD OF PEAK FLOW(yrs) �oo • v SUPPORT
<br /> �< #OF CARTRIDGES REQUIRED a
<br /> _ � � �-�����, � -- 1�" P�C SCH40 -
<br /> ," a a� : CARTRIDGE FLOW RATE 5GPM ��� �
<br /> . � ��� •
<br /> STORM�ILTER MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) zpc •d COUPLER
<br /> 6"CONCRETE WALL CARTRIDGE ������ PIPE DATA I.E. MATERIAL DIAMETER �'Y �
<br /> . . . . www.GontecnES.cem �� a . ��f�� � ��
<br /> WIDTH fvtAY VARY� � � � � � ` ����� INLET PIPE#1 2szs7 oi a� � �,'�� f"'�`^`•
<br /> REGIONALLY j��'�\�' W LET PIPE#2 Nin wa wq � �
<br /> d � � �� � �
<br /> � 6'-0" ��`,� OUTLET PIPE 2se_i7 ' e" � � �
<br /> `�,�
<br /> C�E�"�'�O� B.g � �� ^- UPSTREAM RIM ELEVATION soz�3
<br /> VAULT STY�E:OUTLET SUMP(NIB) DOWNSTREAM RIM ELEVATIQN 308.39 �_`_ � � ���
<br /> ANTI-FLOTATION BALIAST WIDTH NEIGHT OUTL ,p,� ��� ���
<br /> N/A N!A � �F �� �� ��.:.
<br /> PI PE �' ��� ���`; '�.
<br /> p �A p� �+ q't� NOTES/SPECIAL REQUIREMENTS:
<br /> ¢ CONTRACTOftTOGROUTTO FRAFYI� AIYD i�r�YGR _ �'����a�����'�
<br /> � Frr�esr��cr�r�nr�e {C3IAMETER VARIES�
<br /> o �,T.'�`°�. 'PER ENGII�tEEF?OF ftECOftD '
<br /> N �fN������s � IE OUT PER � Date:2018.05.30 16:01:53-07'00'
<br /> � INVERT ELEV �
<br /> �� � �—__�:���� ��, ,,;:;�,�,�;<.__ � � P�R PLANS PLANS N
<br /> � � � , `��;ti� � � � � �
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<br /> o OVEF2 FLOW GENERNL NOTES
<br /> w ASSEMBIY
<br /> � STEP 1. C4NTECH TO PROVIDE ALL MATERIALS UNLESS NOTE�OTHERWISE. z
<br /> � � STORMFILTEft 2. DIMENSIONS MARKED WITH O ARE ftEFERENCE dIMENSIQNS. ACTUAL DIMENSIONS MAY VARY. 12+� PVC ' •
<br /> � CARTRIDGE � 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT diMENSIONS ANd\NEIGHTS,PLEASE CONTACT YOUR CONTECH REPRESENTATNE a �
<br /> �, ----- � www.Conteches.com SCFi40 TEE N
<br /> � 4. STORMFIITER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANGE WITH A�L dESIGN DATA AND INPORMATlON CONTAINED IN THIS
<br /> 'a i-� DRAWING. ��REpeD�� Pv�
<br /> o --- ��-y 5. StRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHA�L MEET AASHTO M3a6 LOAD RATING,ASSUMING GROUNDWATER ELEVATION d
<br /> o �� AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATI�N. ENGINEER OF RECORD TO CONFIRM RCTUAL GROUNDWATER ELEVRTIpN SCH4O END GAP ' ' d d •
<br /> Q � 6. FILTER CARTRIDGES SHALL BE MEDIA-FtLLED,PASSNE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANWG. RADIAL MEDIA DEPTH
<br /> � INLET PIPE �cD SHALL BE 7•INCHES. FILTER MEQIA CONTACT TIME SHA�L BE A7 LEAST 39 SECONDS. �
<br /> � �p � 7. SPECIFIC FIOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDEO BY THE FILTER CONTACT SURFACE AREA(sq ft). TYP�Z CATCF`I �ASI N, �J4�
<br /> � INLET _ � A. ANY SUB-AS�ETBACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIQNS AND SHALL BE ELEVATI ON VI EW
<br /> � DISSIPATOR ` � SPECIFIE4 BY ENGINEER OF RECORD.
<br /> � . `` B. CONTRACTOR TO PRdVIDE EQUIPMENT WITH SUFFICIENT LlFTINt;11ND REACH CAPACITY TO LIFT AND SET THE STpRMFILTER VAULT NOTES:
<br /> � (IiFTING CLUTCHES PROVIDED}.
<br /> vs �C� �b
<br /> o �- C. CO�JTRACTOR TO INSTALL JOINT SEAIANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULL �. PIPE SIZES Sc SLOPES, PER PLANS
<br /> OUTLET PiPE D. C�NTRRCTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. 2, OUTLET CAPACITY NOT LESS THAN COM�I NED INLETS
<br /> o FLQW KIF E. CONTRACTOR TO TAKE RPPRdPRIATE MEASURES TQ PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
<br /> � 3. METAL PARTS:
<br /> � �uECTION A-A ��I� � A. CORROSION RESISTANT OR GALVANlZED OR ALUMINUM TYPE 2
<br /> � a��,e � ��$�� B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1
<br /> � r ,g,o� Etdt'rlFI�EREt3 SOLl1410LVS L6� STURMFILTER 4. FRAME&LADDER OR STEPS OFFSET SO:
<br /> � StormFilter �,w.cance�nes.�om STANDAF'�D DETAIL A. CLEANOUT GATE IS VISIBLE FROM TOP
<br /> ° .T a„„� so2e ce�t�e Po�nte ar.,su�te 400, west cnester,oN a5os9 �. CLIMBDOWN SPACE IS CLEAR OF RISER&CLEANOl1T GATE.
<br /> `%' � 500-338-1122 5?3-645-700fl 513-645-7993 FAX � �
<br /> - 5. STRUGTURE SHALL BE A 54"TYPE 2 CATCH �ASIN. �
<br /> �
<br /> SI�t�R� FILTER VAIJLT 1 -�
<br /> OV�RFLOVI/ S°TRll�TIJRE �
<br /> SCALE: NTS � �
<br /> SCALE: NTS �
<br /> �
<br /> �
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<br /> �
<br /> �
<br /> REFEF��TO PLANS
<br /> FOR �OTTOM AREA �
<br /> 12" MIN. OV�R�LOW ELIEVATION � �
<br /> . � C � � PIEZOMETER WITN IOCKWG CAP - LEGEND:
<br /> � V�� M I N. � . � ACCESSIBLE FROM GROUND SURFACE \ . � PILTER SAND�SEE TABLE 1 �
<br /> . . . . . � GEOLQGIC LOG . ,�-�,�2a . �
<br /> .+ - �.�, . . ,, �,.�. !- � � LOdg2fY18Rf 7t1!81Id�OW..... � � 4X8 SAND SEE TABLE 2
<br /> � P
<br /> EA GRAVEL BACKRLL�-SEE TABLB 3 � � (�
<br /> i I =' . 1�9 3'. . �i �� �_� �
<br /> � � I (I� ���I i I .�.�....- ����� � ��.s� .. .,. ._,:'�: �� ','l-�.I I I- . . . � . . � B(O.RETENTION SOIL MIX ('� .
<br /> i� permeab�Gtv stratifred�avers
<br /> — II .'.'.'.'.'.'.'.'.. �t � u ry u
<br /> � . . � . � � � �i��� i I . � � �'� �' � � � � '� �I, WOO� ��llr M�LC13 � � ___.._._...__ - SUBGRADE . I_:�� GRUSHEE?ANGUlAR9TONE � � .
<br /> ���I .......... �, . 1 MAX. � , �
<br /> .......... , .
<br /> ��Ii--1�I i .......... .... ��, � „ Ii _�
<br />, ....... �
<br /> '- ` �- � �! .�.�.�.'.'.. '.'. ',! _ I{ A�tJVE MAXIMUM 9"MINGLEAN,CRUSHED,ANGULAft
<br /> .....................
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<br /> . � � _`-`I�. .�I�. •... .....................................�, .�....... . ..... .',i,� .... .............. .'...'.'.......... . ...A: ._'I :I I_1� . � �'.. STONE PER STORMTECH MC'3500 FILTER MEDIA: TWO SUCCESSIVE LAXERS 6F SAND FILTER .
<br /> f �] T�/p . ..... ( � I �
<br /> � � �III-{II ,!(I-�',i.,:.::, �.�r........................................... .....J I 1 f.'..�.�.'..'.'.�.�.' ... _".;" -.. ..'.'.�.. �.�.'.....,....:.,._.�`'.:"� '_Ili:- P0�9DING ELEVATiON a � a'`� w'�:- �.f v.. �, CHAMBERDETAIL MEDIA5HALLBEPLAGEDOVERTNET4POFTHEGRAVE� ie�d � �
<br /> � - I �� -.� '� -� � � ������-��-••�••• •�� � f � � � • �i;•��`"' - �I I I � I BACKFILL. THE SANf7 FILTER LAYERS SHOULD CQNStST OF
<br /> -.i I i I i i, .� ��!I / ' ....` .. ` , ... .'...... . (� --- RS� MPOST 12"MIN FILTER SAND �
<br /> '.' ...............��g��TYP.'',,',• ,•,•,',•,• : ..'� ...... .'..';,,. /// �� (�'o w "' SEE TAB�E 1 4X8 COARSE SAh1D OVEftLY1NG THE GF?AVEL BACKFILL,A€�I4 � �J �
<br /> i ��� A CQ FILTER SAND OVERLYING THE 4X8 SAND. SPECIFICATIONS
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<br /> ��I-- i.i-- ////// /�� ���''� / /// -I��- S '12"MIN 4X8 9AN� . FOR 7HE FIITER SAND AND 4X$SANC3 ARE PRE3ENTED IN W
<br /> � - �j�.__ //// ///'// . ////// // �;,;-i� a "Gtean"l/ashon SEE TA6LE 2 TAB�E 1 ANO TABLE 2 ��NOTE:L4CATION ANDl1�TANCES SHOINN ARE APPROXt�1ATE W � U
<br /> , � ' ��� i�. _ . /////// .//////////////////// �"� � � /////// ��' -j� ��w Advance Oufwash PIT pRA1N RL"G BY CARE MUST BE TAKEN TO ENSURE TNE GRAVEI BACKRLI � �
<br /> � i!�-i,� � �7REA�16Eb COBBLES ���`'�-- (� � o �
<br /> . � ��� I I�i i �I I,__ /// / //1///////////l///// t , / // � i.. ��i- 5 �
<br /> � � i� ___i_ // //////////////////// = i' // • � �� �, �.�n_4n\ EXCAVATOR AN6 SAND PRODUGTS ARE CLEAN hND FREE OP FINES. NOTES: � � �
<br /> � . _�� �i� - �.- --� � �_ ? � 1 � � � STOCKPILEDBAGKFILLPAATERIAL9MUSTBEPftOTECTED 1,ACTUALDESIGNW&..LVARY6ASEDONStfESPECFIC
<br /> i i i I I- t'i I_- �__ i I I I . 2"DIRMETER SCHE�ULE 8Q PVC CASING � �
<br /> � ��� i� �� ��,�__ � � --�� , ; � ���� � ;� � ��i -- !i � -- � - FROM SITE SOILS AND RUtv-ON FR6M SIIfi�CC1NTAMiNATED CONDfTpNS. � � � � .
<br /> --I I. i i� I I I.._ I �-I I � 1 .r_ �. .� ��.� ' �-I I I �_� � � � EXTEND FO SURFACE .
<br /> . .�-i i� .i�-1 I 1�--.i I I ..-�I�- i�I� ..,,_ci �._�_,. '-�,-` � �-I I�. i I�� I I� -!�� �-�i i.- � � � � BE USED AND WI�L BE REJECg E�KF€LL AAATERiAIS CANNbT � 2,P,AINMUM 5 FEET SEPARA710N FROM WATER TABLE� . .
<br /> � � � 6° FILTER SAND PER P!T � � �''— ,� --�' �;_ , , ' ' � ' ' � ��� ��--� — � BIORETENTION�SOIL MIX —�EA�RA�EtgACKF���
<br /> � i . ��� � „���F �'� ��---I��,,i ( ,I i - � '^ SEE TABLE 3 I�EQ�REO.ADDtT10NkL MFQRPM'TWN AND Rf�UREMENTB REVISIONS
<br /> �=1� ���_I i 1_i ,.
<br /> fOUNDGJACCOMPANYBJGREPORT.
<br /> C3.05 D�AIN DETAIL � '°
<br /> -, i i :�!I >� � i� i I '�=i i I I� i i�- C A, CpY t Taa�e�-FlLrert sAtdo sp�ciF�canota
<br /> 4 �i(_� � �` �, �� _r�� (;( i� _I.(i= OU�LCT I I V VGC�I 3 10'OF 2"DIAMETER SCHEDULE 80 U:S.StEVE NUMBER PERCENT PASSING
<br /> � 12"4X� SANDPER FaIT ����`� ��,j _I,� ' � ��_� �,� �I 1� -��i � I'!1� ELEVATION PER PLAN �iNEit�T6�A7'ION ;; o.oao^n�acHitvEs�oravcscrxeEn� #a � ss-�oo� �
<br /> C3.��J �y � c� u'- i�1 i� r � i i, �i I�� �� �- CHAMBER� � �a � �o-�oo
<br /> �I � i�- I�` � 1— '. � PVC ENR�CAP
<br /> DF2AIN DETAiL _� �,i— I i� -)�� i I�--� I—I__--�I�__ P�r D�a,iN � ; #,6 4o-so
<br /> � � � � � �I' ��I�� �' I `'� '�i f= ��i ;��. ��� � � � � TYPE�� CAT�H�ASIN OVERFLOW 'S � '� � #ao zs-�5 �
<br /> ---I VA#2fES-3 MM ...f--- � k50 � 2-25
<br />' �i -� � i;����� � ����� ��i. � #ao0 � ��� �
<br /> 4 PEA GRAVEL �ACKFILL =_,�, �I� i � ,�, � ' '� STFiUCI'URE #zootwe-rs�Eve> <i
<br /> �� �i — I [i�- �I�,_
<br /> C3.05 PER PIT DRAIN DETAIL �— �' �� - I i I, �I� �t i=�!�
<br /> 1�-M+�1� —
<br /> � . GEOL6GIC LOG PIEZOMETER WITH LOCKING CAP .
<br /> FiU and VBshon �� � �� ACCE5818LE FR4M GROUND SURFACE TABLE 2-4X8 SAND SPECIFICATION �
<br /> � . . . � LodgemeRt T�l(and low � � 18"MIN BIORETENTIQN SOIL MIX �OTTOM OF � U.S.SIEVE NUMBER PERCENT PASSING
<br /> REFER' TO P�.A�9S permeabi�ity_stranred�ayers � a�otteTeNr�oN FAciury
<br /> _ ._ ___ _ _ �__ ,
<br /> . ��1 � � � � OR BOT�fOM ARE `3�• - � ; . s,�a�� ioa
<br /> , .-r' p SUBGRADE � 8 0-010 O�
<br /> _ �i__i i .. '�C �� i I � � � #160 ao.e DATE
<br /> '—i " � —��� � 1 � �ij` z �
<br /> - * .��.�� ����� ,� s� �
<br /> �_ ..'� , ������ � , . � � . 12'MIN AX8�S ND MW rIL7ER SAND 200(WE751EVE) 0•0.5 � . .
<br /> , ........ . �
<br /> . . . �)�I ��I_. �.�.'.'.'.�.'. � �. � � . � .... . �i_,..I I I_� . g SEE TABLE 2 A SEE TABLE t . . . . .
<br /> — � ...... . �t ..... ..... .' � q -M # 05 29 2
<br /> . . i i� �I� '...... . ,.. . � ...'.'..'.�.�.�.�.�.�.�.�.'.�..',�.� . .�_� �i�_� � PITDRAIN DUG BY . .
<br /> ........... � ��� = y �� 'm � - TABLE 3-GRAVEL BACKFILL SPECIFICATIOP) � BGRA NO.
<br /> _ _.,
<br /> ill--�- ........... . ' ....... .... ........... ..iii�-I = .,,�'= EXCAVAT4R
<br /> . . � . . . �I I�._.__{i. I .... .�. . .............�........�...................... .��'.',.: . i I I-1� > g ,�Clean"VashOn ;. � . � U.S.5tEVE NUMBER_...__. PERCENT PASSING �424g
<br /> , '•�.. ....... . � �................. ........:.....�......... . _-'- '-.-'.�.
<br /> . � I-,�� -;-., �' � �� ����������� �`������������� ��������������������' :,. I i Advance Qufwash ,c; 2"DIAMETER SCHEDUIE 80 PVC CASING
<br /> . ,._..:. " ........�............................................... �
<br /> .i�i- i I- ....' .` . . . ....... .........•.• •.. •...•..• �! � W FXTENDTO SURFACE 318". 80-�100 eucrcnNownneaEaaoouciaraoFn{sco�oaoRCNaiti+avaeoucG
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<br /> li --�; 1//////� ��/�/////// � �; � w � #100 0-0.5 �
<br /> � . . � `I: i�I-=iI //1/////�/�,�, '��../�//////// -i��-�' . � - SEETABLE3 .
<br /> ���- �� r< '';.'�'<' ..:•;`. '';;'^`,``,,:i.:• _ I�_�I i °£' � #200(WET SIEVE) 0-0.5 �.a r t fi s c��n c�s REVIEWED BY:JF�
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<br /> � � I���I=�=.�{I ���-.__ ///////////////////////////{� -�i��_ c 1 I-j�(- � 90'OF 2"DIAMETER SCHEQULE 80 . .� .. . ., �. SHEETTITLE .
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<br /> � -i i�� ��� - �I -� � � 0.020"MACHINE SLOT PVC SCREEN
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<br /> � I - i i ' I I� � �I i i 1 i i. i�1-1'' I i' BIORETENTIQPI FIT DRAIN
<br /> ' ��, � � �- �I r��: `�'TOf�M DB�AIIlIAGE
<br /> ' i(��I� I I ; i� i; � � �I -, �� �� �i i_ I �i,- SCHEh+tATIG DETAILS
<br /> >- � � � � � �I ..IIt—� �� i�- �� � I� � � � � �+
<br /> pp � � I �l iI �� � i� ii 1�- 7 I � I�fi � �I ��` . . . � . u�_ AVCEND CAP ��TAI Le7
<br /> � � � �=f_I' FA���'�� � STORMWFlTER INFIL7RATION ASSESSMENT
<br /> � ���--;i� I i i�-= ' �i �� � I I� �I i- � �s Q��'���N . . EVE��rr,wASHir�croN
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