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Fen Management Handbook - Scottish Natural Heritage

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uilt dams can only be formed in ditches no larger than 70cm wide and 60cm<br />

deep, whilst with an excavator drain width can extend to a maximum of 150cm with<br />

a depth of 120cm depending on the peat composition. Above these dimensions<br />

the peat can become unstable. The peat used for damming must be saturated, as<br />

once the peat dried it shrinks and looses the ability to retain water and will not form<br />

a watertight dam. Therefore, do not use the original ditch spoil and only use the<br />

darker peat taken from the bottom and wet sides of the ditch.<br />

7.5 Managing flowing water<br />

In some parts of the UK the management of relatively small watercourses is an<br />

integral part of managing fens. The New Forest is a particularly good example, and<br />

similarly the Surrey and Dorset heaths. Here, stream beds and associated drains<br />

were lowered as part of wider drainage schemes, for forestry for example, which<br />

has led to bed levels eroding further upstream into more sensitive areas of fen<br />

and mire, thus lowering the water table and drying out the fens. The techniques<br />

described below operate on a “landscape level” to arrest and reverse these<br />

processes.<br />

7.5.1 Drain filling using heather bales<br />

Heather bales have been used successfully on many sites as a robust and cost<br />

effective method of drain filling to halt and prevent erosion cutting back into a fen<br />

or mire system. Heather bales can be used to support the leading edge of peat at<br />

points of headward erosion, and to halt erosion by conveying water over the bales<br />

and on downstream.<br />

The heather is cut locally, for example as part of heathland management, packed<br />

into bales approximately 75 cm x 50cm x 50cm, and held in place by chestnut<br />

stakes. The bales gradually infill with sediment and become impermeable. To avoid<br />

subsidence and degradation, the water table needs to be fairly constant throughout<br />

the year so that the bales remain submerged. Impermeable dams of spoil or clay<br />

created at intervals along the drainage channel will help support the water level over<br />

the bales. Spreading remaining spoil over the surface of the bales once installed<br />

can accelerate the establishment of mire and soakway plants and provide some<br />

additional support.<br />

In the New Forest, a maximum of 12,000–14,000 bales can be produced<br />

in a winter. The limiting factor is their durability during storage; the bales<br />

need to be used within a year of being produced to avoid degradation.<br />

Further information is available in the Introduction to the New Forest Wetlands Project<br />

Drain infilling and dam<br />

construction using heather<br />

bales<br />

161

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