Line 26: |
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| |42||100 | | |42||100 |
| |} | | |- |
| | !North Carolina<ref>Li H, Sharkey LJ, Hunt WF, Davis AP. Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland. J Hydrol Eng. 2009;14(4):407-415. doi:10.1061/(ASCE)1084-0699(2009)14:4(407).</ref> |
| | |- |
| | |loamy sand, 3% OM||120||60||20||>99||-||-||- |
| | |- |
| | ! rowspan=2|North Carolina<ref>Brown RA, Hunt WF. Bioretention Performance in the Upper Coastal Plain of North Carolina. In: Low Impact Development for Urban Ecosystem and Habitat Protection. Reston, VA: American Society of Civil Engineers; 2008:1-10. doi:10.1061/41009(333)95.</ref> |
| | |- |
| | |rowspan=2|98% sand, 2% fines |
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| <tr><td class="text-center">42</td>
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| <td class="text-center">100</td>
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| </tr>
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| <tr><td class="text-center">North Carolina<ref>Li H, Sharkey LJ, Hunt WF, Davis AP. Mitigation of Impervious Surface Hydrology Using Bioretention in North Carolina and Maryland. J Hydrol Eng. 2009;14(4):407-415. doi:10.1061/(ASCE)1084-0699(2009)14:4(407).</ref></td>
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| <td class="text-center">loamy sand, 3% OM</td>
| |
| <td class="text-center">120</td>
| |
| <td class="text-center">60</td>
| |
| <td class="text-center">20</td>
| |
| <td class="text-center">>99</td>
| |
| <td class="text-center">-</td>
| |
| <td class="text-center">-</td>
| |
| <td class="text-center">-</td>
| |
| </tr>
| |
| <tr><td rowspan=2 class="text-center">North Carolina<ref>Brown RA, Hunt WF. Bioretention Performance in the Upper Coastal Plain of North Carolina. In: Low Impact Development for Urban Ecosystem and Habitat Protection. Reston, VA: American Society of Civil Engineers; 2008:1-10. doi:10.1061/41009(333)95.</ref></td>
| |
| <td rowspan=2 class="text-center">98% sand, 2% fines</td>
| |
| <td class="text-center">90</td> | | <td class="text-center">90</td> |
| <td class="text-center">30</td> | | <td class="text-center">30</td> |