North American Green ShoreMax Installation Manual

SHOREMAX® FLEXIBLE TRANSITION MAT
INSTALLATION GUIDE
Introduction to the ShoreMax® Transition Mat
To create the maximum vegetated design, we suggest combining two high-performance North American Green Erosion Control Products (ECPs), the ShoreMax Mat and a VMax® Turf Reinforcement Mat (TRM). North American Green offers many different VMax TRMs that can be used with the ShoreMax Mat. The VMax TRM’s special structural design anchors and reinforces the roots and stems of vegetation for long-term stability, and helps create a shear plane that deflects the flowing water away from the soil surface. The ShoreMax Mat provides mechanical protection and ballasting to the protected area and increases the immediate permissible shear stress capabilities of the system.
Once installed, the ShoreMax Mat offers protection comparable to hard-armor products such as rock riprap and articulated concrete blocks in turbulent flow and wave attack applications. ShoreMax Mat can take your high flow projects to the maximum in green vegetated design with unvegetated shear performance up to 8.6 lbs/ft
2
.
FEATURES OF SHOREMAX TRANSITION MAT
ShoreMax Mat is the first flexible soft revetment scour protection system that easily installs over difficult soil topography, and does not require heavy equipment or expensive earth anchors to install. It’s also non-buoyant, so it won’t float or uplift in submerged and heavy flow conditions. ShoreMax Mat is designed with “spikes” that bite into the underlying mat, which prevents horizontal shifting of the mat.
KEY APPLICATIONS
ShoreMax Transition Mat is designed for immediate to permanent protection for high scour applications such as head-to-tail protection of drainage channels, culvert and pipe outfalls, and steep chute and slope drains like those associated with parking lots, roadways, mines and landfills. The flexible transition mat can be used to create soft revetment systems. ShoreMax Mat can be utilized for shorelines, streambanks, and spillway applications where wave attack can reach the super critical stage.
SHOREMAX TRANSITION MAT DESIGN CRITERIA
TRM Underlayment Type and
Phase
SC250
C350
P550
2
The ShoreMax Transition Mat has been evaluated for its performance in conjunction with a VMax TRM in both channel and wave attack applications, resulting in these guidelines.
Unvegetated 7.5 lb/ft
Vegetated 10 lb/ft
Unvegetated 8.0 lb/ft
Vegetated 12 lb/ft
Unvegetated 8.5 lb/ft
Vegetated 14 lb/ft
Maximum
Permissible
Shear Stress
2
2
2
2
2
2
Maximum
Flow Velocity
18 f t/s
18 f t/s
19 f t/s
20 f t/s
19.5 ft/s
25 f t/s
6 in. wave height,
≤4:1 slope
6 in. wave height,
≤3:1 slope
6 in. wave height,
≤2:1 slope
Maximum Wave Attack Applications
12 in. wave height,
≤5:1 slope
12 in. wave height,
≤4:1 slope
12 in. wave height,
≤3:1 slope
N/A
N/A
18 in. wave height,
≤5:1 slope
MAXIMUM DESIGN CONDITIONS
Shear Stress Velocity Wave Height
2
≤6 lb/ft
>8 lb/f t
2
2
>6–8 lb/ft
TABLE 1: Minimum anchor pattern TABLE 2: Minimum anchor type
≤14 ft/s 6 in. F
>14-18 ft/s 12 in. G
>18 f t/s 18 in. H
Anchor
Pattern
MINIMUM ANCHOR TYPE BASED ON SOIL T YPE
Soil Type Anchor Type
Clay – Clay Loam 10 in. Wire Staple or 12 in. ShoreMax Stake
Silt Loam – Loam 10 in. Wire Staple or 12 in. ShoreMax Stake
Sandy Loam 12 in. Wir e Staple or 12 in. ShoreMax Stake
Sand/Muck ≤6 in. 12 in. Rebar Staple
Sand/Muck 6-12 in. 18 in. Rebar Staple
Sand/Muck 12-18 in. Earth Anchor 400 + 12 in. Rebar Staple
Sand/Muck >18 in. Earth Anchor 680 + 18 in. Rebar Staple
Anchoring and Guidelines
Installation of the ShoreMax Mat can be done simply and without the need for expensive equipment. The ShoreMax Mat and TRM underlayment are simply installed over a prepared seeded soil and fastened into place with anchors. Special percussion earth anchors are typically not required.
The ShoreMax Mat’s flexibility allows it to be easily installed using a variety of fasteners such as the ShoreMax Stake, wire staples, rebar staples and percussion earth anchors. Because it easily self-conforms to the underlying terrain, fasteners are not required to force conformance with the underlayment material – they only serve to hold the panels in place. The type and size of fastener used is simply dependent upon the underlying soil and degree of compaction.
Anchoring patterns for the ShoreMax Mat vary depending on the project applications with increased anchoring patterns required for higher flow or scour applications. Please refer to the tables and figures on this page to determine the appropriate anchor type and anchor pattern. For site-specific recommendations use the Erosion Control Materials Design Software® (ECMDS) for help in selecting a ShoreMax Mat and fastening details. Visit www.ECMDS.com for more information.
ANCHORING GUIDE
1. When installing the ShoreMax Mat, the anchor pattern
(Figures 1 or 2) should be selected based on the expected maximum design conditions (shear stress, velocity or wave impact) (Table 1).
2. Anchor type selection should be based on the soil type and
pull-out strength required (Table 2). In soft, highly erodible soils percussion earth anchors may be necessary. Earth anchors can be installed in conjunction with staples (Figure 2).
3. When using percussion earth anchors, position anchors
in each corner and the center of the panel. Place staples in the appropriate pattern through remainder of mat. Staples can be shared between two adjacent panels.
* NOTE: Number of staples used per panel can be reduced by 30-40 percent
when sharing staples between panels.
– Staple/Stake – Percussion Earth Anchor
F Pattern G Pattern H Pattern
Max.
9 staples/panel
FIGURE 1 : Anchor Patterns for use with staples/stakes FIGURE 2: Anchor Patterns for use with a combination of earth anchors
Max.
13 staples/panel
Max.
15 staples/panel
F Pattern G Pattern H Pattern
5 EA + Max .
4 staples/panel
and staples
5 EA + Max .
8 staples/panel
5 EA + Max .
10 staples/panel
3
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