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<tr><td rowspan=4 class="text-center">North Carolina<ref>Brown RA, Asce AM, Hunt WF, Asce M. Underdrain Configuration to Enhance Bioretention Exfiltration to Reduce Pollutant Loads. J Environ Eng. 2011;137(11):1082-1091. doi:10.1061/(ASCE)EE.1943-7870.0000437.</ref></td> <td rowspan=4 class="text-center">96% sand, 4% fines</td> <td rowspan=2 class="text-center">110</td> <td class="text-center">88</td> <td rowspan=2 class="text-center">12</td> <td class="text-center">89</td> <td rowspan=4 class="text-center">58</td> <td rowspan=4 class="text-center">58</td> <td rowspan=4 class="text-center">-10</td></tr>
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!Virginia<ref>DeBusk KM, Wynn TM. Storm-Water Bioretention for Runoff Quality and Quantity Mitigation. J Environ Eng. 2011;137(9):800-808. doi:10.1061/(ASCE)EE.1943-7870.0000388.</ref>
!Virginia<ref>DeBusk KM, Wynn TM. Storm-Water Bioretention for Runoff Quality and Quantity Mitigation. J Environ Eng. 2011;137(9):800-808. doi:10.1061/(ASCE)EE.1943-7870.0000388.</ref>
|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
|88% sand, 8% fines, 4% OM||180||150||47||97||99||99||99
|}
|-
!North Carolina<ref>Brown RA, Asce AM, Hunt WF, Asce M. Underdrain Configuration to Enhance Bioretention Exfiltration to Reduce Pollutant Loads. J Environ Eng. 2011;137(11):1082-1091. doi:10.1061/(ASCE)EE.1943-7870.0000437.</ref>
|rowspan="4"|96% sand, 4% fines|
|rowspan="2"|110||88|
|rowspan="2"|12||89|
|rowspan="4"|58|
|rowspan="4"|58|
|rowspan="4"|-10|}
<tr><td class="text-center">58</td>
<tr><td class="text-center">58</td>
<td class="text-center">93</td>
<td class="text-center">93</td>