Strategic Flood Risk Assessment - Hambleton District Council

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Flooding There are no development restrictions imposed by the presence of Flood Zones in the Carlton Miniott area. The area is however crossed by a number of small drainage channels and watercourses shown in red on the plan, and a large area between the two areas of Carlton Miniott is subject to land drainage issues associated with the adjacent watercourse. There could be increased flood risks and potential land drainage issues associated any new development that takes place alongside the drainage channels and watercourses. The increased risks are most likely to manifest themselves during flash flood or prolonged wet weather conditions. As Carlton Miniott is situated on a flat landscape then there is potential for localised flooding problems if surface water drainage channels and culverts are not properly maintained. See plans on page 65 • Dalton Background Dalton village and Dalton Airfield Industrial Estate are situated on a flat landscape. The main influences on the Flood Zone 2 and 3 extents are the three principal watercourses in the area. Old Beck flows through the centre of the village, Cod Beck is located to the west of Dalton and the River Swale is located immediately South of the industrial estate. The major flooding event in November 2000 caused flooding in around Dalton village and the industrial estate. In Dalton village the flooding affected low lying properties in the village centre adjacent to Old Beck. A further principal difficulty affecting both the village and industrial estate was that the access roads were flooded. At the height of the flood the only clear access road into the village was via the minor road from Sessay to the east. The main access road to the industrial park immediately to the east of the A168 slip-road on Dalton Lane at Dalton Bridges was flooded for a number of days during November 2000 and flooding has reoccurred during subsequent significant storm events, creating access difficulties to Dalton village and the industrial estate from the A168. Flood defences are shown to both sides of the River Swale to the south of the industrial estate; these provide some protection to agricultural land but do not impact on flood risk to the industrial estate or the village itself. Flooding In Dalton village the Zone 2 and 3 extents are restricted to the low lying areas immediately adjacent the Old Beck. Due to the access restrictions to the village that occur during significant flood events careful consideration should be given to whether or not vulnerable developments as identified in PPG25 should be located in this area (including residential developments). The industrial estate can only be accessed by Eldmire Lane. Access to Eldmire Lane is available from the A168 via Dalton Lane (this is the preferred access route) or through Dalton village via Dalton Lane. Careful consideration should be given to the type of facilities that are permitted on the industrial estate as access can be severely restricted during flood and storm events. See plans on pages 66-68 28
• Topcliffe Background Topcliffe is located on elevated ground between the River Swale and Thacker/Cod Becks, with the watercourses converging south of the village. The watercourses each have extensive Flood Zone 2 and 3 areas associated with them. The A168 trunk road runs past the east of the village. Flooding The major influence on flooding in Topcliffe is the River Swale and its associated Flood Zone 2 and 3 areas to the west and south of the village. This limits the developable area in combination with the A168 which provides a natural boundary on the eastern side of the village. The majority of existing development, and land to the north and north east of the village are not within the flood zone 2 and 3 extents. An area subject to additional flooding problems has been highlighted at the junction of East Lea, Back Lane and Long Street. This is related to surface water run-off from the adjacent field and highway drainage inadequacies on the unadopted East Lea. No further areas of additional flood risk have been identified. See plans on pages 69-70 29
Page 1 and 2: HAMBLETON DISTRICT COUNCIL DESIGN A
Page 3 and 4: CONTENTS - continued:- • PLANS -
Page 5 and 6: 1.8 The absence of Flood Zone 2 and
Page 7 and 8: 3.4 It is recognised that it is uns
Page 9 and 10: development within Hambleton throug
Page 11 and 12: The sequential characterisation of
Page 13 and 14: The Government places great emphasi
Page 15: Bedale with Aiskew Thirsk with Sowe
Page 18 and 19: DISCUSSION STOKESLEY AREA • Stoke
Page 20 and 21: • Great Broughton Background Grea
Page 22 and 23: existing drainage and sewerage infr
Page 24 and 25: BEDALE AREA • Bedale Background B
Page 26 and 27: Flooding Extensive areas of the vil
Page 30 and 31: EASINGWOLD AREA • Easingwold Back
Page 32 and 33: One area of potential additional fl
Page 34 and 35: E.A. Flood Zone 2 0.1% annual flood
Page 36 and 37: Stokesley Town Areas of potential h
Page 38 and 39: Great Ayton 38
Page 40 and 41: Great Ayton - Highway Issue (South)
Page 42 and 43: Hutton Rudby and Rudby Rudby Variet
Page 44 and 45: North-east Northallerton Brompton R
Page 46 and 47: Romanby College Stell Issues 46
Page 48 and 49: Romanby East - College Stell Colleg
Page 50 and 51: Brompton/Northallerton - North Beck
Page 52 and 53: Morton-on-Swale Drainage Issues Flo
Page 54 and 55: Aiskew 54
Page 56 and 57: Leeming Bar and Leeming Waste water
Page 58 and 59: Snape 58
Page 60 and 61: Thirsk - North 60
Page 62 and 63: Thirsk - Central 62
Page 64 and 65: Sowerby - Moor Lane Stell 64
Page 66 and 67: Dalton Road access restrictions dur
Page 68 and 69: Dalton - Flood Defences Flood Defen
Page 70 and 71: Topcliffe - Drainage Issues 70
Page 72 and 73: Easingwold South High water table L
Page 74 and 75: Huby Pond - high ground water table
Page 76 and 77: Linton on Ouse Flood Defences 76
Page 78 and 79:
Shipton 78
Page 80 and 81:
Stillington Further Investigation R
Page 82 and 83:
ANNEX A SUMMARY OF CONSULATION RESP
Page 84 and 85:
ANNEX A SFRA CONSULTATIONS - TRANCH
Page 86 and 87:
ANNEX B STRATEGIC FLOOD ZONE PLANS
Page 88 and 89:
0 2 4 8 Miles Northallerton Flood Z
Page 90 and 91:
0 2 4 8 Miles Thirsk Flood Zone Leg
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Strategic Flood Risk Assessment - Hambleton District Council

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