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<td>No</td> | <td>No</td> | ||
<td></td> | <td></td> | ||
− | <td>Inlet flush with street surface, see detailed schematic</td> | + | <td>Inlet flush with street surface, [http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_BUNKER_1'_TYPICAL_DETAIL_11X17.pdf see detailed schematic]</td> |
− | <td>See detailed schematic</td> | + | <td>[http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_BUNKER_1'_TYPICAL_DETAIL_11X17.pdf See detailed schematic]</td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
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<td>Yes</td> | <td>Yes</td> | ||
<td></td> | <td></td> | ||
− | <td>Inlet flush with street surface, See detailed schematic</td> | + | <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> |
− | <td>See detailed schematic</td> | + | <td>See detailed schematic [http://www.rainguardian.biz/images/Handouts/RAIN_GUARDIAN_TURRET_1'_TYPICAL_DETAIL_11X17_FIBERGLASS_GRATE.pdf]</td> |
<td></td> | <td></td> | ||
</tr> | </tr> | ||
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<td>No</td> | <td>No</td> | ||
<td></td> | <td></td> | ||
− | <td>See detailed schematic</td> | + | <td>See detailed schematic [https://www.rainguardian.biz/project-planing/foxhole]</td> |
<td></td> | <td></td> | ||
<td></td> | <td></td> | ||
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<td>NA</td> | <td>NA</td> | ||
<td>NA</td> | <td>NA</td> | ||
− | <td>Optional shallow pool upstream of check</td> | + | <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> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<tr> | <tr> | ||
<td>Hydro Screen (multiple model sizes)</td> | <td>Hydro Screen (multiple model sizes)</td> | ||
− | <td>Commercial, Industrial, Residential, Agricultural</td> | + | <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> | ||
− | <td></td> | + | <td>Depends on model, most have bypass capabilities</td> |
</tr> | </tr> | ||
</table> | </table> | ||
+ | |||
+ | <noinclude> | ||
+ | [[Category:Level 3 - Best management practices/Pretreatment practices/Tables]] | ||
+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Pretreatment]] | ||
+ | </noinclude> |
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 |
This page was last edited on 3 August 2022, at 18:20.