Environmental Engineering Reference
In-Depth Information
will not cause signii cant economic or environmental damage, controls may be established
according to standard engineering practices. If failure potentially leads to loss of life or
to signii cant environmental damage, retention basins should be designed more conserva-
tively in order to withstand the 'Probable Maximum Rainfall Event'. Erosion and sedi-
ment controls should be assessed for economic and environmental feasibility, considering
all costs, including those of environmental impacts and the costs for ongoing, long-term
maintenance.
Erosion and sediment controls should be planned and designed as a sequence of compo-
nents that incorporates the following i ve potential measures ( Figure 20.4 ): (1) minimizing
land disturbance; (2) managing run-on to disturbed areas; (3) managing drainage within
disturbed areas; (4) managing ground cover; and (5) managing runoff and sediment exit-
ing disturbed areas. These are listed in priority order, as the aim is to favour preventative
measures, minimizing the need for corrective measures and repairs.
FIGURE 20.4
The Water Erosion Prevention and
Treatment Train
MANAGEMENT FOCUS
CONTROL MEASURES (examples)
Minimizing Land Disturbance
Total Area of Disturbed Land
Planning
Construction supervision
Work in stages
Backfilling concurrent to removal
Temporary and permanent vegetation
Avoid
Abate
Remedy
Compensate
Controlling Water Entrance
Rainfall
None
Run-on
Diversion
Berms
Pass-through structures
Avoid
Abate
Remedy
Compensate
Slope length and gradient
Terraces
Tillage
Ground cover management
Mulch and/or vegetation
Rock cover
Supporting Practice
Silt fence
Contouring
Managing Site Drainage
and Ground Cover
Avoid
Abate
Remedy
Compensate
Controlling Exit Runoff
Runoff/Sediment Loss
Retention basin
Discharge point
Collection ditch
Sediment trap
Vegetation strip
Constructed wetland
Avoid
Abate
Remedy
Compensate
 
 
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