Item 6 - Appendix 1 Plans March Burn Glen Clova 20250053 DET
Agenda Item 6
Appendix 1
2025/0053/DET
Plans
CAIRNGORMS NATIONAL PARK AUTHORITY Planning Committee Agenda Item 6 Appendix 1 13/06/2025
MARCH BURN SITE AND CONSTRUCTION ACCESS
↑ ANGUS CAIRNGORMS BLAIRGOWRIE West Access Point ΝΟ 34124 72083 BRECHIN RIVER SOUTH ESK GLEN CLOVA ADIELINN RIVER SOUTH ESK GLEN CLOVA BRAEMINZION GELLA BRIDGE ARBROATH ROTTAL WHITE- HILLOCKS BURN OF NORTH INCHDOWRIE (MARCH BURN) cbec eco engineering A N Proposed site compound location, centred on NO 34306 72063 Upstream Extent ΝΟ 34137 72071 East Access Point ΝΟ 34321 72063 RIVER SOUTH ESK Downstream Extent ΝΟ 34223 71882 BURN OF SOUTH INCHDOWRIE B955
Wetland Creation Works Area, Access Routes & Compound (1.99 ha) Watercourses Tributaries & Drains River South Esk Other Features CLIENT ANGUS COUNCIL Project no. Road PROJECT RESTORING THE RIVER SOUTH ESK 10 m Contours Date Drawn JE/GP Designed 35 PERCENT Reviewed KC 2150637 24 FEB 2025 0 50 100 150 m *Contains OS data Crown copyright and database right 2024. Service Layer Credits: Main map sources — Esri, Maxar, Earthstar Geographics, and the GIS User Community Overview map sources — Esri, HERE Garmin, Intermap, Increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), OpenStreetMap contributors, and the GIS User Community Scale @ A4 — 1:3,500 British National Grid GCS OSGB 1936
Section of existing channel regraded Install engineered large wood green bank protection to protect reprofiled banks immediately downstream of bridge, continuing on river right G1 Embankment retained on river left and locally infilled/raised Inchdowrie Burn of North Upstream section of channel infill to incorporate boulders with diameter >500 mm with surrounding matrix of coarse gravel and cobble fill (50−250 mm) River South Esk G2 A New realigned channel to restore floodplain connectivity G3 7 1 4 6 G4 5 2 3 New inset floodplain on river left Bed material to be carefully sized and graded to ensure stability in upper section material to have D50 of ~110 mm Buried boulder grade control structures to mitigate risk of head cut — keystone boulders should all be > 500mm Install lateral Large Wood Structures (LWS) Bed to be ‘seeded’ with irregular clusters of boulders within the range of grain sizes seen to be forming steps in existing channel (i.e. up to 320 mm) Embankment removal on both banks S1 A Floodplain scrapes features to increase water storage and habitat diversity SAFETY HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards/risk normally associated with the types of work detailed on this drawing, note the following risks and information. Please note that risks listed here are not exhaustive. CONSTRUCTION Working in close proximity to deep water environments. Disturbing or striking existing utilities and services. Saturated ground conditions. Protected species. It Is assumed that all works will be carried out by a competent contractor working, where appropriate, to an approved method statement. LEGEND Existing channels Existing culvert Existing overhead line Ecological buffer zone (30m) A Proposed Design Regraded section New realigned channel Inset floodplain ✓ Earth bund ✔ Embankment removal Scrapes S2 Infilled sections Large Wood Structure (LWS) 7 Engineered wood bank protection Boulder grade control G4 Project Number Project Title 2150637 Restoring the River South Esk Drawing Title DETAILED DESIGN DESIGN PLAN Infill existing channel to utilise excess cut material A S2 Scale @ A3 1:1,000 Drawn 0 12.5 25 Meters ال Designed OSGB36/ British National Grid Date Version 27/01/2025 Rev3 v4 Checked Approved LM Retain a small section of the existing channel as a backwater feature Drawing Number 2 cbec eco engineering