m |
m |
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Line 44: | Line 44: | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
− | <td> | + | <td>Groundwater / bedrock verified</td> |
<td> </td> | <td> </td> | ||
<td> </td> | <td> </td> | ||
Line 51: | Line 51: | ||
<tr> | <tr> | ||
− | < | + | <td>Project benchmark established</td> |
<td> </td> | <td> </td> | ||
<td> </td> | <td> </td> |
Project: | ||
Location: | ||
Site Status: | ||
Date: | ||
Time: | ||
Inspector: | ||
Construction Sequence | Satisfactory / Unsatisfactory | Comments |
---|---|---|
1. Pre-Construction | ||
Pre-construction meeting | ||
Runoff diverted | ||
Soil permeability verified | ||
Groundwater / bedrock verified | ||
Project benchmark established | ||
Facility location staked out | ||
Temporary erosion and sediment control establishedd | ||
2. Excavation | ||
Size and location per planse | ||
Side slopes stable | ||
Depth adjusted to soil layer with specified soil type and permeabilityn | ||
Sub-soil not adjacent to excavation area and stabilized with vegetation and/ or silt fence | ||
Stockpile location not adjacent to excavation area and stabilized with vegetation and/ or silt fence | ||
3. Embankment | ||
Anti-seep collar or filter diaphragm per plans | ||
Fill material per specifications | ||
4. Final Excavation | ||
Drainage area stabilizeds | ||
Sediment removed from facility | ||
Basin floor tilled | ||
Facility stabilized | ||
Removable cap / footplate per plans | ||
Initial depth = feet | ||
5. Final Inspection | ||
Pre-treatment facility operational | ||
Contributing watershed stabilized prior to flow diversion | ||
Inlet and outlet operationall | ||
Comments:
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||
Actions to be taken:
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