HomeMy WebLinkAbout241.10TO BYPASS CONVEYANCE SYSTEM
OR DETENTION POND
q 2d* baffle to control floatables
INFLOW
DIA. OF STANDPIPE*
(2 X DIA. OF OUTLET PIPE
RECOMMENDED AS
STARTING POINT)
TYPE - 2 C.B. _
NO BASE CHANNED REQ'D
PLAN VIEW q
NTS TO WATER QUALITY FACILITY
ROUND SOLID LID
BAFFLE TO CONTROL FLOATABLES
OR PROVIDE SPILL CONTROL UPSTREAM
TOP OF PIPE AT WQ
DESIGN WATER SURFACE
ELEVATION AND HEAD
LOSSES IN OUTLET PIPE
INFLOW
LADDER (TYP.)
SECTION A -A
NTS
*NOTE:
Diameter (d) of standpipe should be large
enough to minimize head above WQ design WS
and to keep WQ design flows from increasing
more than 10% during 100 -year flows.
P OF RISER AT DESIGN WS ELEVATION
TEE" SECTION WITH CLEANOUT
DR REMOVABLE BEND -DOWN ELBOW)
=\ TO WATER QUALITY FACILITY
ORIFICE SIZED TO PASS
WQ DESIGN FLOW
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+ Y � + PUBLIC WORKS FLOW SPLITTER - OPTION B STD. PLAN - 241.10
DEPARTMENT
MARCH 2008