SCHEDULES
SCHEDULE 14PARAMETERS
PART 1TERMINAL PUMPING STATION (WORK No. 16)
| (1) Item | (2) Maximum design parameter |
|---|---|
| Finished ground level (FGL) (+ or – 0.5m) | 9.5m Above Ordnance Datum (AOD) |
| Invert level (lowest internal point) of incoming sewer | -13.0m AOD (22.5m below FGL) |
| Depth of terminal pumping station | No deeper than 25.5m below AOD (35m below FGL) including lowest point of piles |
| Height of terminal pumping station | Up to 11.5m AOD (2m above FGL) |
| Configuration | Circular 24m external diameter |
| Maximum flow capacity | 7,000 l/s |
| Overall footprint of terminal pumping station area | 65m x 115m |