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| Project: | ||
| Location: | ||
| Site Status: | ||
| Date: | ||
| Time: | ||
| Inspector: | ||
| Construction Sequence | Satisfactory / Unsatisfactory | Comments |
| 1. Pre-Construction | ||
| Pre-construction meeting | ||
| Runoff diverted | ||
| Facility area cleared | ||
| Soil tested for permeability | ||
| Project benchmark near site | ||
| Facility location staked out | ||
| Temporary erosion and sediment protection properly installed | ||
| 2. Excavation | ||
| Side slopes stable | ||
| Foundation cleared of debris | ||
| Excavation does not compact subsoil, if infiltration component of design | ||
| Stockpile location not adjacent to excavation area and stabilized with vegetation and/ or silt fence | ||
| 3. Structural Components | ||
| Materials per specifications | ||
| Forms adequately sized | ||
| Concrete meets standards | ||
| Prefabricated joints sealed | ||
| Under-drains (size, materials) per specifications | ||
| 4. Vegetation | ||
| Contributing area stabilized with vegetation and/or erosion blankets | ||
| Filter material per specification | ||
| Under-drains installed to grade | ||
| Flow diversion structure insalled per plans | ||
| Pre-treatment devices installed per plans | ||
| Level overflow weirs, multiple orifices, distribution slots | ||
| 5. Final Inspection | ||
| Dimensions per plans | ||
| Surface completely level | ||
| Pre-treatment device operational | ||
| Structural components operational | ||
| Inlet/ outlet operationall | ||
| Contributing watershed stabilized before flow is diverted to the practice | ||
| Comments: | ||
| Actions to be taken: | ||