California Department of Transportation

RECP Wrap (Nonstandard)

Coir Confinement System

What is This Treatment?

Slopes steeper than 2:1 (H:V) require a more aggressive approach to control erosion, particularly at the slope face. This technique builds up embankment (fill) slopes by wrapping slope backfill material in Rolled Erosion Control Products (RECP) to resist soil and hydrostatic pressures that may cause erosion. The layers of materials typically consist of:

  • Geosynthetic reinforcement - typically placed 2' on center vertically.
  • Backfill - typically structural material, local topsoil, imported topsoil, and/or compost.
  • Rolled Erosion Control Product - coir/coconut blankets placed every other geosynthetic layer or 4' on center vertically. The blankets are used to wrap the vertical face of the slope.

RECP Wrap Training Video

When to Use This Treatment?

Consider Using With:

  • Even though the slope face is wrapped with RECP, vegetative cover is required to hold the soil in place after the RECP biodegrades. Healthy vegetative cover is promoted by also specifying:

  • Local Topsoil
  • Duff
  • Compost
  • Hydroseed
  • Brush Layering

How is This Treatment Constructed?

  • Structural backfill is placed in 8-inch lifts, and "keyed-in" to the adjacent existing slope at least 6.5 feet horizontally. Lifts of backfill are brought to 90% compaction by tractors (track-mounted crawlers).
  • A geosynthetic reinforcement layer is placed horizontally between structural backfill lifts, typically every 2' on-center vertically.
  • Following placement of the first geosynthetic reinforcement layer (and at every other primary geosynthetic reinforcement layer thereafter) RECP is placed and fastened longitudinally with fabric anchors.
  • Placement of structural backfill and geosynthetic reinforcement continues in layers, like a cake. At every other geosynthetic reinforcement layer, typically every 4' on-center, the RECP is wrapped around the slope face as shown below.


Note: This typical section is schematic only and can not be used in a contract document. The scale, key dimensions, and critical details have purposely been omitted.


  • Slopes greater than 2:1 (H:V) are too steep to be compacted by trackwalking. In lieu of surface compaction, the RECP Wrap protects the slope from surface erosion.
  • The slope face is stabilized and protected as the embankment (fill) is constructed. Completed lifts are protected from storm events and construction can resume quickly following rainfall.
  • Promotes vegetation establishment and natural succession.


  • May be cost prohibitive on large earthwork projects.
  • Must be implemented during construction of embankment (fill) slopes. Cannot be retrofitted.
  • Unsuitable for embankment (fill) slopes steeper than 1.5:1 (H:V) or slopes with limited access. Consider using Welded Wire Confinement on these slopes.
  • Vegetation establishment may be limited when specifying a RECP with limited open area - such as 900 grams/square meter coir netting.

Technical Design Tips:

  • Always protect the face of embankment (fill) slopes steeper than 2:1 (H:V) to prevent the slumping of soil from between horizontal geotextile layers.
  • Strongly consider covering (wrapping) the face of 2:1 (H:V) embankment (fill) slope faces, based upon evaluation of constraints to compaction, angle of repose, backfill material, and rainfall intensities.
  • Backfill lifts typically range from 2 - 4 feet thick. Consider specifying Local Topsoil in the outer face of structural backfill lifts.
  • Fill slopes steeper than 2:1 (H:V) will typically require reinforcement by a geosynthetic fabric such as a geogrid. Geosynthetic reinforcement strength needs to be sufficient to meet slope engineering requirements and should be specified by a geotechnical engineer.
  • Consider the benefits and liabilities of natural geosynthetic products versus longer lasting inorganic (plastic) products.


  • Specifications and details are under development.

Estimate Information:


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Updated 08-21-2015