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==Overview==
==Overview==
A treatment train uses a combination of lot-level or source (LID), conveyance and/or end-of-pipe practices to meet water quality, water quantity, water balance, and erosion design criteria for the site.  These may be implemented to reduce the burden of facility maintenance, address a broader range of design criteria, increase overall treatment system performance, and/or control the rate of flow through downstream facilities.
A treatment train uses a combination of lot-level or source (LID), conveyance and/or end-of-pipe practices to meet water quality, water quantity, water balance, and erosion design criteria for the site.  These may be implemented to reduce the burden of facility maintenance, address a broader range of design criteria, increase overall treatment system performance, and/or control the rate of flow through downstream facilities.
{|class="wikitable"
|+Types of Treatment Train Practices
|-
!Type of Control/Practice
!Lot-Level Source Controls & Conveyance Practices
!End-Of Pipe Facilities
|-
|'''Storage'''
|
*Rooftop storage
*[[Blue roof]]
*[[green roof]]
*[[rain barrel|Cistern]]
*Temporary Parking lot storage
*Oversized storm sewer storage
|
|-
|'''Infiltration'''
|
*Reduced lot grading
*[[Bioretention]]
*[[Bioswales]]
*soakaway pits
*[[Infiltration trenches]]
*[[Exfiltration trench]]
*[[Grassed swales]]
*[[Vegetated filter strips]]
|
|-
|'''Pretreatment'''
|
|
|-
|'''End-of-Pipe / Flood & Erosion Control'''
|
|
|}


==Types of Treatment Train Designs==
==Types of Treatment Train Designs==

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