Difference between revisions of "Bioretention - construction inspection checklist"
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| − | <td>Runoff diverted</td> | + | <td>Runoff diverted (Note type of bypass)</td> |
<td> </td> | <td> </td> | ||
<td> </td> | <td> </td> | ||
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<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
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| + | <td>Soil tested for phosphorus content (include test method)</td> | ||
| + | <td></td> | ||
| + | <td></td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Verify site was not overdug</td> | ||
| + | <td></td> | ||
| + | <td></td> | ||
| + | <tr> | ||
<tr> | <tr> | ||
<td>Project benchmark near site</td> | <td>Project benchmark near site</td> | ||
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<td> </td> | <td> </td> | ||
</tr> | </tr> | ||
| + | <tr> | ||
| + | <td>Verify stockpile is not causing compaction and that it is not eroding</td> | ||
| + | <td></td> | ||
| + | <td></td> | ||
| + | </tr> | ||
| + | <tr> | ||
| + | <td>Was underlying soil ripped or loosened</td> | ||
| + | <td></td> | ||
| + | <td></td> | ||
| + | <tr> | ||
| + | |||
<tr> | <tr> | ||
<th colspan=3>3. Structural Components</th> | <th colspan=3>3. Structural Components</th> | ||
Revision as of 19:27, 12 February 2014
Bioretention - construction inspection checklist.
Link to this table
To access an Excel version of form (for field use), click here.
| Project: | ||
| Location: | ||
| Site Status: | ||
| Date: | ||
| Time: | ||
| Inspector: | ||
| Construction Sequence | Satisfactory / Unsatisfactory | Comments |
|---|---|---|
| 1. Pre-Construction | ||
| Pre-construction meeting | ||
| Runoff diverted (Note type of bypass) | ||
| Facility area cleared | ||
| Soil tested for permeability | ||
| Soil tested for phosphorus content (include test method) | ||
| Verify site was not overdug | ||
| Project benchmark near site | ||
| Facility location staked out | ||
| Temporary erosion and sediment protection properly installed | ||
| 2. Excavation | ||
| Lateral slopes completely level | ||
| Soils not compacted during excavation | ||
| Longitudinal slopes within design range | ||
| Stockpile location not adjacent to excavation area and stabilized with vegetation and/ or silt fence | ||
| Verify stockpile is not causing compaction and that it is not eroding | ||
| Was underlying soil ripped or loosened | ||
| 3. Structural Components | ||
| Stone diaphragm installed per plans | ||
| Outlets installed pre plans | ||
| Underdrain installed to grade | ||
| Pretreatment devices installed per plans | ||
| Soil bed composition and texture conforms to specifications | ||
| 4. Vegetation | ||
| Complies with planting specs | ||
| Topsoil complies with specs in composition and placement | ||
| Soil properly stabilized for permanent erosion control | ||
| 5. Final Inspection | ||
| Dimensions per plans | ||
| Pre-treatment operational | ||
| Inlet/outlet operational | ||
| Soil/ filter bed permeability verified | ||
| Effective stand of vegetation stabilized | ||
| Construction generated sediments removed | ||
| Contributing watershed stabilized before flow is diverted to the practice | ||
| Comments:
|
||
| Actions to be taken: | ||