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<br />
<br />hi
<br />
<br />OFFLINE SYSTEM / ADAPT TO SITE LAYOUT
<br />
<br />DATE; 7 2-02
<br />DWG. NO.: Std Detail-3
<br />
<br />V2B1
<br />MODEL
<br />#
<br />
<br />V2B1 SIZING TABLE
<br />IMPERVIOUS D1 D2 H
<br />AREA, (ft,) (ft.) (ft.)
<br />ACRES
<br />,3-1,3
<br />, -2,0
<br />2,0,3,0
<br />3, ' ,
<br />4,0,5,3
<br />5, . ,
<br />8,3, ,7
<br />
<br />S P1
<br />(ft,) (in,)
<br />
<br />SI7IN(; GIJlnFIINF.
<br />- TREATMENT FLOW RA lE (1FR) -
<br />0.70 CFSjlMPERVlOUS ACRE
<br />- PERFORMANCE AT 1FR ~ 80~ REMOVAL OF
<br />150 MICRON MINERAL SEDIMENT
<br />- ANNUAL TSS REMOVAL EmCIENCY -
<br />80~ (ESTlMA lEO)
<br />
<br />ErwIronmont 21, LlC
<br />8713 Rood Rood, P.O. Box ~
<br />Eo.t Pernbn>lctl, Mew York 1.4056-0055
<br />,e. 7f12 8314
<br />
<br />4
<br />6
<br />9
<br />11
<br />17
<br />25
<br />
<br />4
<br />5
<br />6
<br />7
<br />8
<br />
<br />4
<br />4
<br />4
<br />
<br />7:t
<br />7:t
<br />8+
<br />:t
<br />9+
<br />10:t
<br />1 :t
<br />
<br />"-4ANUFACruR1NG NOTES'
<br />1) DESIGN OF INLET,DUlLEr AND P1 PVC PIPING
<br />PROVlDEO TO UCENSEO MANUFACTURER
<br />BY ENVIRONMENT 21, LLC.
<br />2) LOCAllON AND SIZE OF MANHOLE OPENINGS
<br />MAY BE ADJUSlEO BY LICENSED
<br />MANUFACTURER.
<br />NOTE: USE BOOTED CONNECTIONS FOR INLET, Pl(CORIOLUS), AND OUTLET PIPES,
<br />
<br />4,1:t
<br />4.4:t
<br />4.7+
<br />4,9:t
<br />5,1+
<br />5,5:t
<br />5,9:f:
<br />
<br />ERAt NOlES:
<br />MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST AS.T.M. C478
<br />SPEC, FOR PRECAST REINFORCED CONCRElE MANHOLE SECTlONS,
<br />
<br />
<br />
<br />1"-2" FROM PIPE O,D,
<br />TO INSIDE WALL
<br />
<br />,
<br />,
<br />~ I
<br />
<br />\W'l,.I\"
<br />"
<br />ORIENT TANGENTIAL
<br />INLET PIPE TO
<br />FIT SITE ~"~
<br />
<br />
<br />FRAME & COVER
<br />(VENTED 1YP ,)
<br />
<br />G,C, TO
<br />SEAL/GROUT
<br />RISER RINGS
<br />AS REQUIREO
<br />BY MUNICIPAUTY
<br />
<br />FLOW'-
<br />
<br />DIAM. "" XX"
<br />INY, XX,XX
<br />
<br />
<br />: iTOP EL. XX,XX
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />'"
<br />
<br />.
<br />
<br />.
<br />
<br />6
<br />
<br />.
<br />
<br />12
<br />
<br />.
<br />
<br />Dl
<br />
<br />D2
<br />
<br />G,C, TO
<br />GROUT
<br />
<br />i
<br />,
<br />.
<br />
<br />
<br />I
<br />:
<br />\
<br />"
<br />
<br />-~
<br />
<br />/' --, XX,. ORIFICE
<br />\
<br />
<br />/
<br />
<br />GROUT
<br />
<br />ORIENT RADIAl..
<br />OU1lET PIPE TO
<br />FIT SITE LAYOUT
<br />
<br />)>
<br />
<br />----
<br />
<br />...
<br />
<br />.ELo\ll
<br />
<br />RIM XX.XX:!:
<br />
<br />RIM XX.XX:!:
<br />
<br /> RISER RINGS
<br /> AS REQUIRED
<br /> ROOF XX,XX"
<br /> TOP OF BAFFLE XX.XX::I:
<br /> FLOW"-
<br />BAFFLE
<br />WAll z
<br /> DIAM, ~ XX"
<br />'" INY. XX.XX
<br />x
<br /> FLOOR XX.XX:i:
<br />
<br />
<br />XX",
<br />
<br />XX" OR1FlCE,
<br />INV. xx.xx
<br />
<br />
<br />0:
<br />
<br />12",,-1 I-
<br />SECTION A A
<br />
<br />NOTE: SITE PLAN VALUES USED
<br />
<br />ENDDF P1 P'PE FOR RIM ELEVATIONS,
<br />OFFSET 1" FROM .,- I 1" .L-
<br />BAFFLE WALL t Xt\W\F -e.... ~.('"
<br />
<br />Ov."",be./ be.-+q~!
<br />
<br />DESIGN LOADING: AASHTO HS20-44
<br />PROPRIETARY INFORMATION: PATENTS PENDING . ALL RIGHTS TO ENVIRONMENT 21, LLC,
<br />
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