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Roadside Revegetation

RoadsideReveg_PollinatorHabitat_DRAFTv1-1_sept2016

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PLANNING PHASE TWO: ASSESS SITE<br />

water fills the soil pores but does not drain quickly, adding additional weight to the slope and<br />

increasing the pore pressure. Both factors reduce the overall strength of slopes and increase<br />

the likelihood that slope movement will occur when other conditions are right.<br />

Soils with large interconnecting pores have a higher permeability than soils with smaller<br />

pores that are less interconnecting. Soil textures that are well-graded (soils that have only<br />

one particle size) typically have a higher permeability than poorly graded soils (soils having<br />

a range of particle sizes from clays to small gravels). For example, poorly graded granitic soils<br />

have low permeability rates because the different-sized particles are neatly packed together,<br />

restricting the pathways for water flow. Well-graded soils, such as pure sands and gravels, have<br />

high permeability because pores are large and interconnecting. Alternatively, compacted<br />

soils often have low permeability rates because of the reduced or destroyed interconnecting<br />

macropores.<br />

Permeability – How to Assess<br />

Simple field tests, such as percolation tests, historically utilized in assessing septic leach fields,<br />

can be used for determining permeability rates. A small hole is excavated and water is poured<br />

to a specified depth. The time to drain the water from the pit is measured in inches per hour.<br />

These tests are run at different soil depths to determine if permeability rates change. Results<br />

from percolation tests are subject to significant variability. Nevertheless, they can indicate the<br />

relative permeability of different soil types or different soil disturbances.<br />

Engineering laboratory tests for determining permeability include the constant head<br />

permeameter for coarse-grained soils. In this test, a soil sample is placed in a cylinder at the<br />

same density as the soils in the field. Water is introduced and allowed to saturate the sample. A<br />

constant water elevation, or head, is maintained as the water flows through the soil. The volume<br />

of water passing through the sample is collected and this provides a direct measurement of<br />

the flow rate per unit of time. The test can be repeated at various densities to determine the<br />

corresponding permeability. The test can also be repeated for various additions of organic<br />

amendments and compaction levels to determine the effects of these treatments on permeability.<br />

A soil lab should be consulted for how to collect and submit samples for these tests.<br />

Where testing is not feasible, engineering and soil texts can give ranges for expected permeability<br />

based upon the soil gradation and classification. A field assessment can also give some<br />

indication of permeability rates. Subsoils or soils lacking organic matter that have a range of<br />

soil particle sizes, from clays through small gravels, have a propensity for low permeability<br />

rates, especially when they are compacted (see Section 5.3.3.1, Soil Structure – How to Assess).<br />

Mitigating for Low Permeability<br />

Tillage<br />

Loosening compacted soil through tillage practices (see Section 10.1.2, Tillage) increases<br />

permeability by creating large fractures or pathways for water to flow. However, tilled soils<br />

often return to near-original permeability as the soils settle over time.<br />

Organic Amendments<br />

Long-fibered organic matter, such as shredded wood, tilled deeply into the soil will increase<br />

the infiltration and permeability of the soil because larger, interconnecting pore spaces are<br />

created (see Section 10.1.5, Organic Matter Amendments). Several studies evaluating the<br />

incorporation of unscreened yard waste suggests that an optimum rate of organic matter<br />

additions for increasing infiltration and improving soil structure is approximately 25 percent<br />

compost to soil volume (Claassen 2006). In addition, incorporating organic matter can increase<br />

slope stability because amended soils are lighter in weight than non-amended soils (mineral<br />

soils can weigh 10 to 20 times more than soils amended with 25 percent organic matter). The<br />

reduced soil weight lowers the driving forces that create unstable slopes.<br />

<strong>Roadside</strong> <strong>Revegetation</strong>: An Integrated Approach to Establishing Native Plants and Pollinator Habitat<br />

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