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Chapter 9: Road drainage and the water environment

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two locations of interest. The results of ground<strong>water</strong> monitoring are summarised<br />

below:<br />

Location<br />

Average<br />

Ground<br />

<strong>water</strong> level<br />

(mAOD)<br />

Lowest Proposed<br />

road level (mAOD)<br />

Difference<br />

(m)<br />

Swinford <strong>Road</strong><br />

Cutting<br />

111.5 108.1 3.4<br />

A14-M6 link 109.6 107 2.6<br />

Table 4: Ground <strong>water</strong> levels <strong>and</strong> proposed finish road level for Swinford <strong>Road</strong> Cutting <strong>and</strong><br />

A14-M6 link<br />

The likeliness of ground<strong>water</strong> flooding at <strong>the</strong>se locations is high (probable).<br />

However <strong>the</strong> hydraulic conductivity of <strong>the</strong> ground is relatively low thus seepage<br />

volumes are likely to be low. Any seepage would be intercepted by <strong>the</strong> proposed<br />

highway <strong>drainage</strong> system <strong>and</strong> may <strong>the</strong>refore not present a risk to vehicles using<br />

this stretch of <strong>the</strong> scheme. It may be precautionary, however, to consider<br />

mitigation measures so that <strong>the</strong>se seepage volumes do not surface (see Section<br />

5). Flood risk presented by ground<strong>water</strong> to <strong>the</strong> scheme <strong>the</strong>refore is<br />

considered to be low.<br />

3.5 Surface Water Runoff<br />

Surface <strong>water</strong> runoff is defined as <strong>water</strong> flowing over <strong>the</strong> ground that has not yet<br />

entered a <strong>drainage</strong> channel or artificial <strong>drainage</strong> system. It usually occurs as a<br />

result of an intense period of rainfall, which exceeds <strong>the</strong> capacity of <strong>the</strong> ground to<br />

soak up <strong>the</strong> <strong>water</strong>.<br />

Typically, runoff occurs on sloping l<strong>and</strong> <strong>and</strong> where <strong>the</strong> ground surface is relatively<br />

impermeable. The ground can be impermeable, ei<strong>the</strong>r naturally through <strong>the</strong> soil<br />

type/geology or due to development which places a large area of impervious<br />

material over <strong>the</strong> ground surface (i.e. paving <strong>and</strong> roads).<br />

The flow path taken by surface <strong>water</strong> runoff is strongly influenced by <strong>the</strong> local<br />

topography <strong>and</strong> <strong>the</strong> built form. Runoff will gravitate towards <strong>the</strong> lowest areas. The<br />

places at greatest risk from surface <strong>water</strong> runoff are usually situated in<br />

topographical low spots where <strong>water</strong> will pond or within <strong>the</strong> flow path for <strong>the</strong><br />

runoff.<br />

3.5.1 Initial assessment of surface <strong>water</strong> run-off<br />

A review of <strong>the</strong> topographical data provided on <strong>the</strong> 1:50,000 scale Ordnance<br />

Survey maps allows surface <strong>water</strong> pathways to be inferred. These are shown<br />

below:<br />

10

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