m
m
Line 9: Line 9:
 
</tr>
 
</tr>
 
<tr>
 
<tr>
<td>BMP type</td>
+
<th>BMP type</th>
<td>Treated by BMP</td>
+
<th>Treated by BMP</th>
<td>Infiltrated</td>
+
<th>Infiltrated</th>
<td>TSS</td>
+
<th>TP</th>
<td>TP</td>
+
<th>TSS</th>
 
</tr>
 
</tr>
 
<tr>
 
<tr>
Line 19: Line 19:
 
<td>90</td>
 
<td>90</td>
 
<td>20</td>
 
<td>20</td>
<td>44</td>
+
<td>44<sup>1</sup></td>
 
<td>85</td>
 
<td>85</td>
 
</tr>
 
</tr>
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</tr>
 
</tr>
 
</table>
 
</table>
 +
<font size=1><sup>1</sup>Assumes that an engineered media mix is used that does not leach phosphorus (e.g. Mix C or D, or media tested and total phosphorus content is 30 mg-P/kg-soil or less.</font size>

Revision as of 18:48, 29 March 2020

MPCA Simple Estimator default BMP parameter assumptions
Link to this table

Percentage of annual runoff ... EMC removal efficiency for non-infiltrated water
BMP type Treated by BMP Infiltrated TP TSS
Biofiltration 90 20 441 85
Infiltration 90 90 0 0
Filter strip 90 0 0 68
Green roof 90 0 0 96
Permeable pavement 90 0 45 74
Sand filter 90 0 47 85
Swale 90 0 40 68
Wet basin 100 0 50 84
Wetland 100 0 38 73
Other User defined

1Assumes that an engineered media mix is used that does not leach phosphorus (e.g. Mix C or D, or media tested and total phosphorus content is 30 mg-P/kg-soil or less.