REFERENCED Document Slope Stability Assessment MCU13/0151

                                                                               Report No. 13N 682




Upon excavation of piles, should founding conditions differ from those described in the
geotechnical investigation, GTS should be notified immediately and a site visit undertaken to
assess the likely impact of these conditions on footing design and whether changes to the design
are necessary.

Following the drilling of bored piles, the base and sides of all excavations should be adequately
cleaned of loose material and inspected by a suitably qualified professional.

To minimise the risk of detrimental interaction between foundation loads and existing or proposed
structures or services, no foundation should be constructed in the zone defined as:

       1m horizontally from any existing or proposed structure or service and an imaginary line at
       45° from the base of this structure or service to ground level.

The above should also be considered should future excavation be required on adjacent sites to
facilitate construction.




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