Contents

  • Cover
  • Front matter
  • Preface
  • Scope, purpose and use
  • 1. Terminology, economic analysis, risk management
    • 1.1 Terminology
    • 1.2 Economic analysis
    • 1.3 Understanding risk
  • 2. Regulations, consents and approvals
    • 2.1 National Environmental Standards for Plantation Forestry (NES-PF)
    • 2.2 Heritage New Zealand Pouhere Taonga
    • 2.3 The Health and Safety at Work Act
    • 2.4 NZ Transport Agency approval for access onto state highways
    • 2.5 District council approval for access onto council roads
  • 3. Planning for roads
    • 3.1 Road classes
    • 3.2 Arterial roads
    • 3.3 Secondary roads
    • 3.4 Spur roads
    • 3.5 Establishment tracks
    • 3.6 Spatial information
    • 3.7 Initial field work
    • 3.8 Manual design method: Stepping out a roadline on a topo
    • 3.9 Running a grade line in the field
    • 3.10 Full road design
    • 3.11 Working with road survey data
    • 3.12 Geometric road design
    • 3.13 Curve widening
    • 3.14 Horizontal alignment
    • 3.15 Vertical alignment
    • 3.16 Calculating the safe stopping distance
    • 3.17 Setting out the roadline
  • 4. Planning for landings
    • 4.1 Common landing layouts
    • 4.2 Landing planning considerations
  • 5. Road and landing construction
    • 5.1 Soil and rock properties
    • 5.2 Managing adverse environmental effects
    • 5.3 Marking clearing widths
    • 5.4 Roadline salvage
    • 5.5 Daylighting
    • 5.6 Road formation
    • 5.7 Drainage control during earthwork construction
    • 5.8 Earthwork machinery
    • 5.9 Estimating machinery production
    • 5.10 Stabilising cut and fill slopes during construction
  • 6. Pavement design, subgrade preparation, pavement construction
    • 6.1 Traffic loading
    • 6.2 Evaluating subgrade properties
    • 6.3 Determining pavement depth
    • 6.4 Pavement material properties
    • 6.5 Compaction of subgrade and pavement
    • 6.6 Compaction equipment
    • 6.7 Pavement construction
    • 6.8 Weak subgrades
    • 6.9 Chemical stabilisation of pavement or subgrade
  • 7. Erosion, sediment and slash control structures
    • 7.1 Ditches
    • 7.2 Cut-outs
    • 7.3 Berms
    • 7.4 Drainage culverts
    • 7.5 Flumes
    • 7.6 Sediment traps and soak holes
    • 7.7 Silt fences
    • 7.8 Sediment retention ponds
    • 7.9 Debris traps
  • 8. River crossings
    • 8.1 Fish passage
    • 8.2 Selecting the location and crossing type
    • 8.3 Fords
    • 8.4 Temporary river crossings
    • 8.5 Single culvert river crossings
    • 8.6 Battery culvert river crossings
    • 8.7 Drift deck river crossings
    • 8.8 Single span bridge river crossings
    • 8.9 Prediction of flood flows, and sizing culverts
  • 9. Road maintenance, repairs and upgrades
    • 9.1 Maintenance programme
    • 9.2 Economic evaluation of road maintenance projects
    • 9.3 Managing maintenance requirements
    • 9.4 Commonly used maintenance machinery
    • 9.5 Road surface maintenance
    • 9.6 Road foundation maintenance
    • 9.7 Landing rehabilitation and decommissioning
    • 9.8 Roadside vegetation maintenance
    • 9.9 Erosion and sediment control structure maintenance
    • 9.10 River crossing maintenance
  • Forest road engineering terminology
  • References
  • Websites, resources, databases
  • Appendix: Forest Roads For High Productivity Motor Vehicles (HPMV) with Two Drive Axles Log Trucks

NZ Forest Road Engineering Manual

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  2. 7. Erosion, sediment and slash control structures ›
  3. 7.3 Berms
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7.3 Berms

A berm is a low embankment, typically found on the outside edge of a road or landing, and often used in steeper, erosion-prone terrain. They are constructed to channel stormwater away from vulnerable areas to cut-outs, and act as an additional erosion and sediment control measure. Berms can reduce erosion from surface scouring or fill failures. Berms can be used to channel water from erosion-prone fill slopes and old slip faces onto hard and stable ground via additional water control structures, like cut-outs or flumes, or to direct water to sediment control structures, like through slash, sediment traps and ponds or silt fences.

Build berms at the time of road or landing construction. Use an excavator to construct and compact the berm fill. Where berms are to be constructed, the roadway width needs to be slightly wider to contain the berm footprint. Ensure the fill slope has not been over steepened by the berm. Fills that are too steep are more prone to failure if the natural angle of repose of the soil has been exceeded. Do not use berms to store excess fill. Build berms only as wide as required, as adding a berm will increase the load on the outside road edge and may create additional instability in highly erodible soils (exceed shear strength). If necessary, it is recommended to grass or hydroseed berms to protect them in sensitive areas. Where practicable, avoid spraying vegetation on the berm when doing a pre-plant, desiccation spraying. Consider armouring berms where cut-out spacing is restricted by the terrain, or cannot easily be addressed with flumes or drainage socks.

Lack of a berm to control stormwater discharge over vulnerable fill has caused fill failure and sediment loss
Overlarge berms create additional risk. An enlarged berm has been constructed to store excess material from cut banks. This has spilled down the fill slope to the water way in the gully. Despite compacting, the fill is now unstable and showing signs of collapse
Well-compacted berms were used to protect a large fill slope by directing water away from the more vulnerable earthworks. Water has been directed to cut-outs and flumes on either side of the fill
This large fill is showing failure, despite having cut-outs and flumes, and will lead to environmental and access issues unless modified. The berms are too small, and the low point of the road is in the middle of a large fill slope, rather at one end where the water can be more easily directed to original ground
An uncompacted berm vulnerable to sediment loss and failure
A well-constructed berm with rock armoured ditch, hydroseeding and a slash bund at the base of the fill to contain sediment. A flumed cut out has been used to convey runoff over the fill. This berm will help protect the road and limit sedimentation
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