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*information for specific types of pretreatment practices
 
*information for specific types of pretreatment practices
 
**[[Design, construction, operation and maintenance specifications for pretreatment vegetated filter strips]]
 
**[[Design, construction, operation and maintenance specifications for pretreatment vegetated filter strips]]
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*[[Case studies for pretreatment]]
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*[[References for pretreatment]]
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*[[Links for pretreatment]]
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*[[Definitions for pretreatment]]
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*[[Supporting material for pretreatment]]
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*[[Photo gallery for pretreatment]]
  
{{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}}
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{{alert|Information on the following topics is currently entered on a [[Minnesota Stormwater Manual test page 4|test page]]. We are currently developing a pretreatment selection tool designed to help practitioners identify appropriate pretreatment practices. Once this tool is developed, we will move the content on the test page to appropriate locations in the manual.|alert-info}}
*[[Hydrodynamic separation devices]]
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*[https://stormwater.pca.state.mn.us/index.php?title=Minnesota_Stormwater_Manual_test_page_4#Hydrodynamic_separation_devices Hydrodynamic separation devices]
 
*[[Screening and straining devices, including forebays]]
 
*[[Screening and straining devices, including forebays]]
 
*[[Above ground and below grade storage and settling devices]]
 
*[[Above ground and below grade storage and settling devices]]
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*[[Other pretreatment water quality devices and practices]]
 
*[[Other pretreatment water quality devices and practices]]
 
*[[Additional considerations]]
 
*[[Additional considerations]]
 
*[[Case studies for pretreatment]]
 
*[[References for pretreatment]]
 
*[[Links for pretreatment]]
 
*[[Definitions for pretreatment]]
 
*[[Supporting material for pretreatment]]
 
*[[Photo gallery for pretreatment]]
 
  
  

Revision as of 14:31, 4 June 2019

photo of a pretreatment device for a bioretention practice in St. Cloud, MN
Pre-treatment concept developed by the City of Eagan, modified and implemented by the City of St. Cloud. Two 5 inch by 40 inch channel drains bolted to the back of the curb. Construction adhesive used where concrete and drains meet; weep holes drilled in bottom of drains. Maintenance completed by removing screws with cordless drill, then the grates and scooping out sediment/debris. Hex head screws required. this is a cost-effective BMP for small surface infiltration practices and can be easily used for retrofits. Photo courtesy of the City of St. Cloud.

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.

Warning: The Construction Stormwater general permit states: To prevent clogging of the infiltration or filtration system, the Permittee(s) must use a pretreatment device such as a vegetated filter strip, small sedimentation basin, or water quality inlet (e.g., grit chamber) to settle particulates before the stormwater discharges into the infiltration or filtration system.

Acknowledgements

Information: Information on the following topics is currently entered on a test page. We are currently developing a pretreatment selection tool designed to help practitioners identify appropriate pretreatment practices. Once this tool is developed, we will move the content on the test page to appropriate locations in the manual.


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