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Part 1 TERMINAL PUMPING STATION (WORK No. 16)

Original text. Later amendments are not shown.

(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 stationNo 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 area65m x 115m