
Compost Blankets
The newest tool for low-impact development and post-construction runoff control
Although compost erosion control blankets have
been widely specified and used for slope stabilization projects over the past
decade and more recently have gained broader acceptance as a green best
management practice, their latest application in low-impact development (LID)
designs may be the best yet.
What is low-impact development? LID is a post-construction design and implementation
goal that strives to have site post-development hydrologic flow and cycle
patterns mimic the natural predevelopment patterns. While the overriding goal is
to improve water quality, the means to that end incorporate landscape,
engineering, and ecological design principles that utilize the functional
services of natural systems in a manner that restores ecosystems and site
aesthetics. Although LID design professionals often concentrate on site runoff
volume and peak flow reduction, due to the link between runoff volume and
stormwater pollutant loads and the destructive potential of elevated peak flows,
the means to achieve these two objectives is where comprehensive LID design
separates itself from conventional storm water management principles. These LID
design criteria for post-development stormwater management include increasing
surface absorption, increasing detention, increasing infiltration, increasing
filtration, increasing surface evaporation, increasing plant transpiration,
increasing raindrop interception, increasing surface roughness, decreasing slope
steepness, and minimizing disturbance.
 |
| Growing compost socks on slope |
Compost blankets are 100% recycled, bio-based, biodegradable, biologically stabile, high
in organic matter and humus content, regionally manufactured, and locally
available. As such, compost blankets are the management practice that is closest
in nature to a forest duff layer. Compost blankets have been well documented on
their performance for both establishing and sustaining vegetation over conventional
vegetation establishment methods (Faucette, et al. 2006). In choosing plant
materials that increase raindrop interception, ground cover evaporation, plant
transpiration, and/or surface roughness—functions that mimic forest and pasture
grass ecosystems—it is critical to have a growing media that will give these
plant designs the best opportunity for survival, sustainability, and succession.
Simply applying seed and fertilizer, hydroseed, or even a thin layer of straw
does not mimic the natural system for vegetation establishment and gives current
and future plant communities a lower chance for sustained ecosystem development.
This becomes even more acute on cleared and graded landscapes where native
vegetation and organic topsoils have been traded for bare, compacted,
low-fertility subsoils.
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Perhaps just as
important as sustaining plant communities is the functional ability of compost
blankets to naturally manage rainfall and stormwater. As a ground cover, compost
blankets naturally have a rough surface, which works to reduce peak flow rates,
particularly compared to hydromulch and straw mulch applications (Faucette, et
al. 2005 and Faucette, et al. 2007). This is principally due to the wide range of
particle sizes typically used in standard specifications for compost blankets.
Additionally, this same characteristic is responsible for raindrop interception
at the soil surface, thereby reducing the energy of raindrop impact and splash
erosion. Compost blankets have an enormous ability to absorb and detain rain
water due to their high humus and organic matter content and porosity. Compost
blankets are typically 50% organic matter (dry weight) and have been shown to
absorb over 3 inches of rainfall in a 1-hour period (Faucette, et al. 2005 and
Faucette, et al. 2007). This equates to over 11,000 cubic feet of rainwater per
acre. Absorbing and detaining high volumes of rainfall at ground surface allows
for higher rates of infiltration, surface evaporation, and plant available
water, thereby mimicking the predevelopment hydrologic and water cycle pattern.
Naturally, these high absorption rates (initial abstractions) and rough surface
areas also delay the onset of runoff and peak flow conditions under
high-intensity and duration storm events: studies have shown by as much as 40
minutes relative to hydromulch and nearly 15 minutes relative to straw mulch
(Faucette, et al. 2005 and Faucette, et al. 2007).
 |
| Leveling effect, side view |
So
how does this help a designer who may want to include these in an LID plan to
reduce runoff? From the body of published research (Demars, et al. 2000, Persyn,
et al. 2004, Faucette, et al. 2005, Faucette, et al. 2007), it is now possible to
develop average runoff coefficients for the rational formula, typically used to
estimate peak flow rates to design stormwater conveyance systems, and runoff
curve numbers (CN), typically used to predict runoff volumes, whether to assist
in LID goals or to design stormwater containment and retention systems such as
ponds and rain gardens. These design values are easy to determine if rainfall
and runoff values are known under a variety of site conditions. Rational runoff
coefficients for watershed surfaces are calculated as the ratio of runoff
generated from the total rainfall, where 1 equates to 100% of the total rainfall
is generated into runoff. Similarly, the Soil Conservation Service developed
methods to determine runoff CNs for watershed surfaces if direct rainfall and
runoff values or direct rainfall and initial abstraction values are known (SCS
1972). Published runoff coefficient values for natural pasture and forest
systems range from 0.1 to 0.35 (paved surfaces are 0.95) (SCS, 1972), and runoff
coefficients for compost blankets range from 0.1 to 0.32, with a median value of
0.28. Similarly, published runoff CNs for natural brush covered areas (75%
covered) are 48, woodlands range from 55–66, and pastures range from 61–79 (SCS
1972), while vegetated compost blankets range from 47 to 61, with a median CN of
55. Although, compost blankets have been highlighted here as a natural fit for
LID applications and design strategies, for many of the reasons described above
compost will also likely prove to be a definitive tool in design and
construction of engineered soils, bioretention and rain garden systems,
infiltration trenches, constructed wetlands, streambank stabilization and
restoration projects, and land and ecosystem restoration
applications.
Author's Bio: Britt Faucette, Ph.D., CPESC, is an ecologist and Director of Research & Technical Services with Filtrexx International in Decatur, GA.
June 23, 2008

Compost Blankets
Compost blanket on slope
The newest tool for low-impact development and post-construction runoff controlAlthough compost erosion control blankets have
been widely specified and used for slope stabilization projects over the past
decade and more recently have gained broader acceptance as a green best
management practice, their latest application in low-impact development (LID)
designs may be the best yet.
What is low-impact development? LID is a post-construction design and implementation
goal that strives to have site post-development hydrologic flow and cycle
patterns mimic the natural predevelopment patterns. While the overriding goal is
to improve water quality, the means to that end incorporate landscape,
engineering, and ecological design principles that utilize the functional
services of natural systems in a manner that restores ecosystems and site
aesthetics. Although LID design professionals often concentrate on site runoff
volume and peak flow reduction, due to the link between runoff volume and
stormwater pollutant loads and the destructive potential of elevated peak flows,
the means to achieve these two objectives is where comprehensive LID design
separates itself from conventional storm water management principles. These LID
design criteria for post-development stormwater management include increasing
surface absorption, increasing detention, increasing infiltration, increasing
filtration, increasing surface evaporation, increasing plant transpiration,
increasing raindrop interception, increasing surface roughness, decreasing slope
steepness, and minimizing disturbance.
 |
| Growing compost socks on slope |
Compost blankets are 100% recycled, bio-based, biodegradable, biologically stabile, high
in organic matter and humus content, regionally manufactured, and locally
available. As such, compost blankets are the management practice that is closest
in nature to a forest duff layer. Compost blankets have been well documented on
their performance for both establishing and sustaining vegetation over conventional
vegetation establishment methods (Faucette, et al. 2006). In choosing plant
materials that increase raindrop interception, ground cover evaporation, plant
transpiration, and/or surface roughness—functions that mimic forest and pasture
grass ecosystems—it is critical to have a growing media that will give these
plant designs the best opportunity for survival, sustainability, and succession.
Simply applying seed and fertilizer, hydroseed, or even a thin layer of straw
does not mimic the natural system for vegetation establishment and gives current
and future plant communities a lower chance for sustained ecosystem development.
This becomes even more acute on cleared and graded landscapes where native
vegetation and organic topsoils have been traded for bare, compacted,
low-fertility subsoils.
Perhaps just as
important as sustaining plant communities is the functional ability of compost
blankets to naturally manage rainfall and stormwater. As a ground cover, compost
blankets naturally have a rough surface, which works to reduce peak flow rates,
particularly compared to hydromulch and straw mulch applications (Faucette, et
al. 2005 and Faucette, et al. 2007). This is principally due to the wide range of
particle sizes typically used in standard specifications for compost blankets.
Additionally, this same characteristic is responsible for raindrop interception
at the soil surface, thereby reducing the energy of raindrop impact and splash
erosion. Compost blankets have an enormous ability to absorb and detain rain
water due to their high humus and organic matter content and porosity. Compost
blankets are typically 50% organic matter (dry weight) and have been shown to
absorb over 3 inches of rainfall in a 1-hour period (Faucette, et al. 2005 and
Faucette, et al. 2007). This equates to over 11,000 cubic feet of rainwater per
acre. Absorbing and detaining high volumes of rainfall at ground surface allows
for higher rates of infiltration, surface evaporation, and plant available
water, thereby mimicking the predevelopment hydrologic and water cycle pattern.
Naturally, these high absorption rates (initial abstractions) and rough surface
areas also delay the onset of runoff and peak flow conditions under
high-intensity and duration storm events: studies have shown by as much as 40
minutes relative to hydromulch and nearly 15 minutes relative to straw mulch
(Faucette, et al. 2005 and Faucette, et al. 2007).
 |
| Leveling effect, side view |
So
how does this help a designer who may want to include these in an LID plan to
reduce runoff? From the body of published research (Demars, et al. 2000, Persyn,
et al. 2004, Faucette, et al. 2005, Faucette, et al. 2007), it is now possible to
develop average runoff coefficients for the rational formula, typically used to
estimate peak flow rates to design stormwater conveyance systems, and runoff
curve numbers (CN), typically used to predict runoff volumes, whether to assist
in LID goals or to design stormwater containment and retention systems such as
ponds and rain gardens. These design values are easy to determine if rainfall
and runoff values are known under a variety of site conditions. Rational runoff
coefficients for watershed surfaces are calculated as the ratio of runoff
generated from the total rainfall, where 1 equates to 100% of the total rainfall
is generated into runoff. Similarly, the Soil Conservation Service developed
methods to determine runoff CNs for watershed surfaces if direct rainfall and
runoff values or direct rainfall and initial abstraction values are known (SCS
1972). Published runoff coefficient values for natural pasture and forest
systems range from 0.1 to 0.35 (paved surfaces are 0.95) (SCS, 1972), and runoff
coefficients for compost blankets range from 0.1 to 0.32, with a median value of
0.28. Similarly, published runoff CNs for natural brush covered areas (75%
covered) are 48, woodlands range from 55–66, and pastures range from 61–79 (SCS
1972), while vegetated compost blankets range from 47 to 61, with a median CN of
55. Although, compost blankets have been highlighted here as a natural fit for
LID applications and design strategies, for many of the reasons described above
compost will also likely prove to be a definitive tool in design and
construction of engineered soils, bioretention and rain garden systems,
infiltration trenches, constructed wetlands, streambank stabilization and
restoration projects, and land and ecosystem restoration
applications.