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| Ministry of Environment |
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| Terrain |
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Land Capability
The following table is intended as a very general guide to the physical capability of various kinds of terrain for particular land uses. The ratings given in columns 4 to 11 are based upon the physical properties of each type of surficial material. Many additional factors that influence land surface conditions vary considerably within individual terrain units and thus cannot be adequately assessed in a general manner. They include constraints, such as steep slopes and poor drainage, and natural hazards. These are indicated in columns 2 and 3 and should be considered in addition to the ratings of columns 4 to 11 for each terrain unit within any area under consideration.
A "desirable" rating should be interpreted as "some land within this terrain unit is capable of supporting light foundations (or unpaved roads, or ...); further investigations are necessary before detailed plans are finalized". A "possible problems" rating should be interpreted as "some land may be suitable for...". An "undesirable" rating indicates that terrain is generally unsuited for the indicated land use, although substantial modification of existing conditions (e.g. drainage, landfill) may overcome natural constraints.
| Material |
Constraints most likely to be encountered |
Hazards most likely to be encountered |
Light foundations (low rise dwellings) |
Heavy foundations |
Excavation |
| M basal till |
drainage |
- |
D |
D |
P |
| gM ablation till |
topography |
- |
D |
D |
D |
| F "inactive" fluvial |
- |
- |
D |
D |
D |
| FA "active" fluvial |
drainage |
floods, shifting channels |
D |
U |
D |
| FG glaciofluvial |
topography |
- |
D |
D |
D |
| C colluvium (group 1 - see text) |
slope |
rockfall, debris flows avalanches |
D |
U |
P |
| Cf debris flow fans |
- |
debris flows |
D |
D |
D |
| Cm, Ch earthflows, slumps |
drainage topography |
slow flow |
P |
U |
D |
| L, LG lacustrine |
drainage |
erosion, slumping |
D |
U |
D |
| W, WG marine |
drainage- |
erosion, slumping |
P |
U |
D |
| E eolian |
- |
- |
D |
U |
D |
| 0 organic |
drainage |
- |
U |
U |
U |
| R bedrock |
- |
- |
D |
D |
U |
D - desirable, P - possible problems, U - undesirable
| Material |
Liquid waste disposal |
Solid waste disposal |
highways, railroads, airfields |
Water storage above ground |
Unpaved roads |
| M basal till |
P |
D |
D |
D |
D |
| gM ablation till |
P |
U |
D |
U |
D |
| F "inactive" fluvial |
P |
U |
D |
U |
D |
| FA "active" fluvial |
U |
U |
D |
P |
D |
| FG glaciofluvial |
P |
U |
D |
U |
D |
| C colluvium (group 1 - see text) |
U |
U |
U |
U |
D |
| Cf debris flow fans |
P |
U |
D |
P |
D |
| Cm, Ch earthflows, slumps |
P |
P |
U |
U |
P |
| L, LG lacustrine |
P |
D |
P |
P |
D |
| W, WG marine |
P |
D |
P |
D |
D |
| E eolian |
P |
U |
D |
U |
D |
| 0 organic |
U |
U |
U |
U |
U |
| R bedrock |
U |
U |
U |
U |
U |
D - desirable, P - possible problems, U - undesirabl
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