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**[[Design, construction, operation and maintenance specifications for pretreatment vegetated filter strips]] | **[[Design, construction, operation and maintenance specifications for pretreatment vegetated filter strips]] | ||
− | {{alert|The following pages (red text) will be created in the spring, 2019. We have the information and | + | {{alert|The following pages (red text) will be created in the spring, 2019. We have the information and have entered it on a [[Minnesota Stormwater Manual test page 4|test page]]. From there it will be moved to appropriate locations in the manual.|alert-info}} |
*[[Hydrodynamic separation devices]] | *[[Hydrodynamic separation devices]] | ||
*[[Screening and straining devices, including forebays]] | *[[Screening and straining devices, including forebays]] |
The Manual user will notice that many of the stormwater practices discussed in this Manual recommend pretreatment as an integral part of the BMP application. In fact, in many applications (ex. infiltration, stormwater ponds), the BMP would not be properly used if pre-treatment is ignored. The simple reason for the use of pretreatment techniques is the necessity to keep a BMP from being overloaded, primarily by sediment. Pretreatment can also be used to dampen the effects of high or rapid inflow, dissipate energy, and provide additional storage. All of these ancillary benefits help BMP performance.
Pretreatment is a required part of infiltration and filtration practices covered under the Minnesota Construction Stormwater General Permit. This manual describes three general types of pretreatment practices - settling devices, screens, and vegetated filter strips. These are described on the pages below.
The following page was previously included in this pretreatment section of the manual. Much of this information has been updated and the reader is encouraged to use the information in the updated sections, shown in the above Table of Contents. However, there may be some useful information on this page. We hope to eventually update the information on this page. Flow-through structures for pre-treatment