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Camilty Wind Farm - Partnerships for Renewables

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<strong>Camilty</strong> <strong>Wind</strong> <strong>Farm</strong><br />

Land-use and Topography<br />

13.3.10 The site is located within the <strong>Camilty</strong> Plantation which is owned by the Forestry Commission<br />

Scotland (FCS). The <strong>Camilty</strong> Plantation is used <strong>for</strong> active commercial <strong>for</strong>estry.<br />

13.3.11 The site is characterised by low gradient topography with ground level predominantly sloping<br />

in north and eastern direction.<br />

13.3.12 The maximum elevation within the site is approximately 289 mAOD towards the south<br />

eastern boundary. Ground levels fall to 241 mAOD approximately within the Crosswood Burn<br />

valley at the north eastern site boundary.<br />

Surface Water Hydrology<br />

13.3.13 The site is located within the Linhouse Water catchment. The Linhouse Water is a tributary of<br />

the River Almond which ultimately drains into the Firth of Forth near Cramond, Edinburgh.<br />

The majority of the site is drained through the Crosswood Burn, a headwater of the <strong>Camilty</strong><br />

Water and its tributary the Powfastle Burn (see Figure 13.1). Areas near the north western<br />

site boundary drain into the Black Burn, a tributary of the <strong>Camilty</strong> Water.<br />

Flow Regime<br />

13.3.14 River levels and flows are monitored by SEPA along the River Almond and its tributaries at<br />

various locations. The nearest gauging station downstream from the site is along the River<br />

Almond at Almondell (NT 086 686). Another gauging station near the site is downstream of<br />

the Cobbinshaw Reservoir, approximately 3 km west of the site. This station is not within the<br />

catchments draining the site. In the absence of river flow data representative of the<br />

development site, RPS has utilised data from the FEH to analyse the hydrological regime.<br />

13.3.15 The FEH Base Flow Index (BFI) indicates the proportion of runoff that derives from stored<br />

sources. For example, BFI of 0.1 might represent a relatively impermeable clay catchment<br />

whereas BFI of 0.99 might represent a highly permeable chalk catchment. BFI at the<br />

development site is between 0.32 and 0.33 approximately.<br />

13.3.16 The Standard Percentage Runoff (SPR) parameter, also provided by FEH, represents the<br />

typical percentage of precipitation that drains over the surface towards open watercourses<br />

during a storm. SPR at the development site is approximately 47%.<br />

13.3.17 Overall, the FEH parameters suggest that the development area, compared with other<br />

Scottish catchments, will respond quickly to rainfall events. However, annual and storm<br />

rainfall and there<strong>for</strong>e runoff rates are relatively low compared with other areas in Scotland.<br />

13.3.18 Low flow rates have been estimated <strong>for</strong> the Black Burn and the <strong>Camilty</strong> Water at the<br />

confluence with the Black Burn. Table 13.8 below shows the average flow rate as well as the<br />

Q95 low flow rate, being the flow rate (or smaller) occurring on average 5% of the time which<br />

corresponds to 18 days per year.<br />

Table 13.8 Low Flow Estimations<br />

Location<br />

Drainage Average flow Low flow (Q 95 )<br />

area<br />

(km 2 ) (m 3 /day) (l/s) (m 3 /day) (l/s)<br />

<strong>Camilty</strong> Water at confluence with Black Burn 23.62 33,000 380 3,200 37<br />

Black Burn 2.56 3,300 38 342 4.0<br />

March 2013<br />

13-11<br />

Copyright <strong>Partnerships</strong> <strong>for</strong> <strong>Renewables</strong> Development Co. Ltd 2013 ©<br />

Hydrology, Hydrogeology and Ground Conditions

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