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Minnesota Stormwater Manual

Difference between revisions of "Screening and straining devices - system and component sizing"

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<td>No</td>
 
<td>No</td>
 
<td></td>
 
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<td>Inlet flush with street surface, see detailed schematic</td>
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<td>Inlet flush with street surface, [http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_BUNKER_1'_TYPICAL_DETAIL_11X17.pdf see detailed schematic]</td>
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<td>See detailed schematic</td>
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<td>[http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_BUNKER_1'_TYPICAL_DETAIL_11X17.pdf See detailed schematic]</td>
 
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<td>Yes</td>
 
<td>Yes</td>
 
<td></td>
 
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<td>Inlet flush with street surface, See detailed schematic</td>
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<td>Inlet flush with street surface, See detailed schematic [http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_TURRET_1'_TYPICAL_DETAIL_11X17_FIBERGLASS_GRATE.pdf]</td>
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<td>See detailed schematic</td>
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<td>See detailed schematic [http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_TURRET_1'_TYPICAL_DETAIL_11X17_FIBERGLASS_GRATE.pdf]</td>
 
<td></td>
 
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<td>No</td>
 
<td>No</td>
 
<td></td>
 
<td></td>
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<td>See detailed schematic</td>
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<td>See detailed schematic [https://www.rainguardian.biz/project-planing/foxhole]</td>
 
<td></td>
 
<td></td>
 
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<td>NA</td>
 
<td>NA</td>
 
<td>NA</td>
 
<td>NA</td>
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<td>Optional shallow pool upstream of check</td>
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<td>Optional shallow pool upstream of check [https://stormwater.pca.state.mn.us/index.php?title=Sediment_control_practices_-_Check_dams_(ditch_checks,_ditch_dikes)]</td>
 
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<td>Hydro Screen (multiple model sizes)</td>
 
<td>Hydro Screen (multiple model sizes)</td>
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<td>Commercial, Industrial, Residential, Agricultural</td>
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<td>Commercial, Industrial, Residential, Agricultural [http://www.hydroscreen.com/products/index.html#sthash.ZMy5cd4J.dpbs]</td>
 
<td></td>
 
<td></td>
 
<td>Yes</td>
 
<td>Yes</td>
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<td>NA</td>
 
<td>NA</td>
 
<td>NA</td>
 
<td>NA</td>
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<td></td>
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<td>Depends on model, most have bypass capabilities</td>
 
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[[Category:Level 3 - Best management practices/Pretreatment practices/Tables]]
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[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pretreatment]]
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Latest revision as of 18:20, 3 August 2022

Screening and straining devices - system and component sizing
Link to this table

Device Land use Downstream BMP (type) Enhancement opportunity Sizing calculations Inlets Outlets Flow diversion structures
Rain Guardian - Bunker Residential (recommended) Bioretention No Inlet flush with street surface, see detailed schematic See detailed schematic
Rain Guardian - Turret Commercial and Industrial areas Bioretention Yes Inlet flush with street surface, See detailed schematic [1] See detailed schematic [2]
Rain Guardian - Foxhole Multiple/various Bioretention No See detailed schematic [3]
Riprap check dams Multiple/various No NA NA Optional shallow pool upstream of check [4]
Wattles Multiple/various No Depends on application NA NA NA
Hydro Screen (multiple model sizes) Commercial, Industrial, Residential, Agricultural [5] Yes Depends on application NA NA Depends on model, most have bypass capabilities
Retrieved from "https://stormwater.pca.state.mn.us/index.php?title=Screening_and_straining_devices_-_system_and_component_sizing&oldid=60450"

This page was last edited on 3 August 2022, at 18:20.