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|yes||-||-||This is a highly desirable type of bioretention where the soils permit infiltration at a great enough rate to empty the facility between storm events. Volume reduction is primarily through infiltration to the underlying soils, with some evapotranspiration. As there is no outflow from this BMP, it is particularly useful in areas where nutrient management is a concern to the watershed.||[[File:Full infiltration.png|thumb]]
 
|yes||-||-||This is a highly desirable type of bioretention where the soils permit infiltration at a great enough rate to empty the facility between storm events. Volume reduction is primarily through infiltration to the underlying soils, with some evapotranspiration. As there is no outflow from this BMP, it is particularly useful in areas where nutrient management is a concern to the watershed.||[[File:Full infiltration.png|thumb]]
 
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![[Bioretention: Partial infiltration|Partially infiltrating bioretention]]
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|yes||yes||-||Including an underdrain in the gravel storage layer help to empty the facility between storm events, even over ‘tight soils’. The drain discharges to a downstream point, which could be an underground infiltration facility. Limited volume reduction is gained through infiltration and evapotranspiration.||[[File:Partial infiltration.png|thumb]]
 
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        <td>[[Bioretention: Partial infiltration|Partially infiltrating bioretention]]</td>
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        <td class="text-center">yes</td>
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        <td class="text-center">yes</td>
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        <td>Including an underdrain in the gravel storage layer ensures that the facility will empty between storm events even over ‘tight soils’. The drain discharges to a downstream point, which could be an underground infiltration facility. Limited volume reduction is gained through infiltration and evapotranspiration.</td>
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        <td>[[File:Partial infiltration.png]]</td>
   
     </tr>
 
     </tr>
 
     <tr>
 
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