(Z profile sheet piles, General Santos sheet piles) MMZ32-1, MMZ34-1,MMZ35-1,MMZ36-1, MMZ36-2, MMZ36-3

The z profile sheet piles MMZ32-1 facilities would be connected MMZ34-1 to services such as water supply, MMZ35-1 electrical power and sewage facilities. The water supply would comprise a bowser which would be filled from the existing water supply located in the area MMZ 32-1 of the site entrance. The electrical supply would be provided by a diesel powered electrical generator. The generator and its fuel supply would be bunded to prevent the discharge of spillages MMZ 34-1 into the adjacent watercourse (i.e. the Hinkley Point C Drainage Ditch). The MMZ 35-1 sewage treatment facility would be an underground cess pool or similar, suitably sized MMZ 36-1 for the number of staff and duration of the works. This would not be connected and, MMZ 36-2 therefore, would not discharge into the MMZ 36-3 adjacent watercourse.

This general santos sheet piles MMZ36-1 guidance has been MMZ36-2prepared where applicable in accordance with MMZ36-3 available and relevant global policy and guidance relating to the management and protection of underwater cultural heritage.

This cofferdam type is better than the earth fill. These are very pervious and are usually provided with an impermeable membrane of soil to reduce seepage. The crest and upper part of impermeable membrane are provided with a rap to protect against the wave action. Steep slopes can be maintained at 1:1.5 or 1:1.25.