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

  1.  ›
  2. 9. Road maintenance, repairs and upgrades ›
  3. 9.9 Erosion and sediment control structure maintenance
 

9.9 Erosion and sediment control structure maintenance

Erosion and sediment control structure maintenance covers ditches, cut-outs, berms, drainage culverts, flumes, silt traps and soak holes, silt fences and sediment ponds. Erosion and sediment control structures need regular maintenance. Prepare a routine maintenance plan which includes heavy rainfall response measures. Check these as part of any heavy rain or post-storm road maintenance assessment.

The most challenging time for maintenance is often after new construction and the first heavy rain, and before vegetative cover establishes. Ensure erosion and sediment control maintenance is planned and meets their intended purposes. For example, ensure there are enough road drainage culverts and cut-outs to control stormwater runoff. If not, either construct additional ones, build rock armour, check dams, or apply polymers in areas that ditch to highly sensitive receiving areas.

9.9.1 Ditches

Maintain ditches. They can require regular maintenance due to cut bank slumping, which can disrupt their drainage pathway. Ditch damage is the primary reason for blocked culverts, as these can get blocked with sediment and debris. Where ditches have ongoing siltation issues, the best solution may be to address the problem at its source. If this cannot be resolved, then other erosion control methods may be useful, including armouring the ditch or putting in check dams. Associated structure, such as grassing or hydroseeding, or establishing sediment traps close to the source, may be needed to reduce sedimentation. Some vegetation like grass, but not dense, in the ditch may be useful for reducing water speed and scouring.

Ditches can be cleared by front-end loader, excavator, grader or by hand. The choice is likely to depend on the condition of the ditch, and the amount of maintenance work, its type and depth. The use of excavators will prevent fine material being spread on the roadway, which can create a road surface problem. This is a problem when a grader is used in these materials.

Care must be taken not to cut too much material from the ditch bank’s toe and bed; this can cause additional ongoing bank collapse or erosion.

Check ditches for scour
Poor water control maintenance, along with heavy rain and a steep road section, created this bad mix of environmental, health and safety, and infrastructure risk in pumice country
Ditches initially need regular maintenance, especially where cut bank collapse is a common and unwanted aspect in some soil and geology types.
Poor ditch maintenance caused a scour across this road

9.9.2 Cut-outs and berms

Berm cut-outs can be vulnerable to storm damage because they are compacted fill. Consider armouring, especially when they link to other structures over a fill face, like a culvert socBerms control water flow along the outer edge of the road to cut-outs, which direct it off. It is essential that berms maintain this function. Maintenance should focus on removal of debris that blocks or diverts water, so that water can freely flow along them. Cut-out maintenance can be done with an excavator, or if the road allows, with the grader as part of a grading programme. If there has been berm edge collapse, or if machinery has been driven/sited on the berm, then the structure needs to be shored up as soon as practicable. There is a temptation when doing roading maintenance to dump spoil, such as road bank slump material, on top of an existing berm. This can overload the berm’s outside edge and cause fill failure. Where practicable, avoid spraying vegetation on the berm when pre-plant desiccation spraying.

Regular inspection of the berms should be done to identify any areas which may have been damaged by vehicles.

9.9.3 Drainage culverts

Cleaning out drainage culverts is a core maintenance task. This includes keeping culverts clean and free of debris, and repairing any damaged or broken culvert entrances or outlets. On new construction, inlets can easily block. It is essential that culvert spacing is sufficient to adequately drain the stormwater runoff. If not, install additional drainage culverts.

If the drainage culverts are installed correctly, then maintenance can easily be done by an excavator. If the entrance is too tight for an excavator bucket, then they will need to be cleared by hand. Blocked drainage culverts require water blasting out. A good way of doing this is using a forest fire appliance and spraying from the outlet back.

Drainage culvert mouths can easily block. Without maintenance, these culverts will likely block, and be bypassed in heavy rain. Wind, not water, deposited debris has nearly blocked this culvert
Bank collapse and sediment infill is a common issue
Check for crushed drainage culverts after logging. Drainage culverts are easily damaged if the maintenance operator is inattentive

9.9.4 Flumes

Flumes should be kept clear of debris to allow the water to flow freely. Any broken or worn sections of a flume should be replaced. The flume should be kept as watertight as possible to prevent batter slope erosion. Flume pegs should also be inspected, and any damaged ones replaced.

Flumes need regular maintenance, especially on a new construction. Check flumes for functionality after a heavy rain event, and ensure that they have enough capacity to control stormwater runoff. If not, add additional controls as part of maintenance.

Remove slash and harvest debris from flumes
Damaged or poorly installed flumes can lead to major fill slope erosion

9.9.5 Sediment traps, soak holes, sediment fences and retention ponds

Sediment traps and soak holes need regular maintenance, especially with new construction and after a heavy rain event, as water can transport significant amounts of sediment and fill them in. To maintain their effectiveness, they need to be cleaned out. Check that the spacing of sediment traps and soak holes is enough to manage the stormwater runoff. It may be useful to monitor the quantity of material removed to identify problem areas. Place the sediment where it cannot wash back into the structure or create another sediment issue. Where culverts are present, take care not to damage the drainage culvert inlet or outlet when cleaning them out. Dig the fines out of soak holes, as they may lose their effectiveness if fine material seals the floor of the soak hole, and inhibits drainage.

Silt fences need regular maintenance because they can fill rapidly on very erodible soil sites. Check silt fences regularly, and after any moderate rainfall, especially on new construction sites. Another important aspect is to check that the silt fence is working correctly, and is sized to the site. If not, enlarge if possible, or redirect some of the flow to another stormwater control measure. When cleaning the fence, remove sediment to a safe location where it cannot wash back into the fence, enter a sensitive area or be subject to further erosion.

Check sediment ponds for structural integrity and capacity as part of any heavy rain or post-storm event road maintenance assessment. They need regular maintenance, especially on new construction. Also check that the structure is appropriately sized with a sufficient safety factor to control the stormwater runoff. Alternatively, re-direct some of the flow to another stormwater control measure.

Cleaning is usually done by an excavator or backhoe for these structures.

During repairs and maintenance, make sure that culvert socks are adequately secured to the culvert, and pegged so they will not twist and block
This soak hole does not have an exit, so once full of water and/or sediment it diverts back onto the road. Better location and maintenance could fix this problem
This fence needs maintenance. Sediment is spilling around the sides of the structure
This pond has filled, then the wall has become saturated, and finally the water has sluiced through it
Prev page Next page
Forest Owners Association

© 2025 New Zealand Forest Owners Association

Website by RS