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The key is to place the mat on top of the slope. This will prevent the roll from unrolling down the slope. You have more control unrolling while the mat is weighted on top of the slope. Then keep keep the bucket low when unrolling. Unrolling with your bucket low keep the mat unrolling toward you upslope.

Flexamat Standard was specified for erosion control on an embankment adjacent to a BESS pad for a Southeast United States energy provider. BESS (Battery Energy Storage System) pads are concrete foundations designed to support the heavy, long-term load of battery containers, inverters, and transformers. 58,000 square feet of Flexamat Standard was specified to armor the embankment. The material is package in rolls, helping make the installation smooth and efficient. The installation utilized mostly 15.5' x 55' rolls. These mats have a geogrid and underlayment extension for overlapping adjacent mats seamlessly. The design engineer, the SE utility provider, and the contractor work with many types of erosion control products across the USA. They were extremely impressed with the performance of Flexamat after a huge rain event struck the site midway through the installation. The project manager commented that they were impressed with the performance of Flexamat that had just been installed. Flexamat stopped deep rills and prevented gullies from forming. All areas not armored with Flexamat needed to be re-graded after the storm, but not the Flexamat protected areas.

The Department of Transportation (DOT) used Flexamat tied concrete block mats for roadside slope erosion control on I-25, specifically for fast, effective stabilization with minimal traffic disruption, complementing larger wildlife underpass projects in the area to protect both drivers and local fauna like black bears. This solution involved unrolling the geogrid-reinforced mats on seeded slopes behind guardrails to prevent erosion, allowing for quick installation and maintaining traffic flow on the treacherous mountain pass. Key Details about the Project: Purpose: To combat erosion on steep slopes along I-25, a challenging segment. Product Used: Flexamat Plus UV-T, a system of concrete blocks embedded in high-strength geogrid. Benefits: Speedy Installation: Allowed for quick setup and removal of traffic controls, minimizing lane closures. Durable: Provides a stable, long-term solution for erosion control. Vegetation-Friendly: The spacing between blocks allows for grass to grow, creating a natural look. Context: Part of broader DOT efforts in the area, including significant wildlife underpasses to reduce collisions with animals like black bears. How it Works: Preparation: Slopes are graded and seeded with appropriate seed mix. Placement: Mats are unrolled from rolls, often using simple equipment like excavators and skid steers. Erosion Control: Stabilize the soil permanently, working with nature, and safe for wildlife. This project showcases how the DOT uses modern solutions like Flexamat for efficient infrastructure maintenance, alongside major wildlife crossings for ecological safety.

Flexamat is used to help protect the channel from concentrated flow and stop the "backwater effect" from flooding.

Florida Power & Light Company (FPL) owns and operates the Sparkleberry Solar Energy Center in Marianna, FL. The 74.5 MW facility has more than 200,000 photovaltaic solar panels that are situated on 600 acres. The site is constructed over sandy and highly erosive soils. Severe erosion developed at the site, exposing the pilings supporting the panels. Initial erosion control efforts failed prior to working with the Flexamat team. Once Flexamat Plus was installed in the problem areas, the site's erosion problems were solved.

This short video goes over the steps of how to armor a stormwater outlet with Flexamat.

The US Army Corps of Engineers had Flexamat Plus articulated concrete vegetative mats installed to protect against erosion on the steep backslope of the dam at Lake Harsha in East Fork State Park. This state park is located outside of Cincinnati, in Southwest Ohio. East Fork Lake, also known as William H. Harsha Lake, was built in the 1970s by the U.S. Army Corps of Engineers. A partial pool was impounded in 1978, and the lake reached its normal pool of 1,971 acres in the spring of 1979. The lake is primarily used for flood control, recreation, and as a water source. The original concrete gutter installed in the late 1970s had severely deteriorated. There were many cracks and the gutter had undermined in multiple areas from erosion. This created not only a performance issue, but a safety concern as well. In 2020, Cornerstone Engineering, Inc. was awarded the contract to designed a new and improved gutter system. The work consisted of the removal of the existing concrete drainage ditch that ran down back side on the east side of the dam. The slope was regraded and Flexamat Plus articulated concrete vegetative mats were installed to help alleviate the erosion along the ditch line. The Flexamat armored channel discharges into the tail water at the end of the slope. Learn more at Flexamat.com.

Revitalizing a community green space: A case study in innovative erosion protection - Discover how an innovative erosion control system revitalized a residential park in Toronto. In 2015, significant erosion issues in a residential park in Toronto, Ontario, were first documented by the Toronto and Region Conservation Authority (TRCA) through its Erosion Hazard Monitoring Program. The park, located within the Etobicoke Creek watershed and covering an area of approximately 215,000 square feet (20,000 sqm), features a grassed swale intended to convey stormwater runoff along the length of the park. At the end of the swale, the runoff was funneled beneath a pedestrian footpath via an 18- inch (450 mm) diameter culvert and discharged at the top of the slope. Over time, erosion at various sections of the slope had developed, including outflanking of a mid-slope catch basin and gully formation, some as deep as 3 meters, further downslope. The progression of the gully crest posed a direct risk to adjacent residential backyard boundaries. Given the rapidly degrading conditions, TRCA’s Restoration and Infrastructure Division consulted Terrafix Geosynthetic Inc. (a division of Hanes Geosynthetics) to explore erosion control solutions. A major factor to consider was site constraint, including restricted access due to residential proximity and varied terrain. After a thorough evaluation of the site, Terrafix proposed Flexamat Plus, a tied concrete block mat system designed to control erosion and promote vegetation growth. The primary objective of the project was to reconstruct and stabilize the eroded channel from the culvert to the base of the slope. Flexamat Plus, composed of 5,000 psi (34.5 MPa) strength concrete blocks interconnected with a high tenacity polypropylene bi-axial geogrid and underlaid with a wood excelsior erosion control blanket and polypropylene turf-reinforcement mat (TRM), offered the strength and flexibility necessary for this restoration. The 1.5 inch (38mm) spacing between the blocks allowed for both flexibility and vegetative integration, enabling roots to grow below the mat and establish a green, reinforced surface over time. Prior to installation of the mats, the contractor filled the gully areas with granular ‘B’ Type II followed by compaction to 95% Standard Proctor Maximum Dry Density (SPMDD). They then prepared the subgrade, ensuring it was smooth and free of rocks, stumps, roots and other protrusions of any kind. The subgrade was graded into a trapezoidal shape to concentrate the flow to the middle of the mat and then covered with 2 feet of (50 mm) terraseeding. The steepest section of the work was between a mid-slope catch basin to 100 feet (~30 m) uphill, measuring 39.6% in grade. The bedding was then seeded with a riparian mix consisting of wild rye, evening primrose fox sedge and other varieties at a rate of 22.3 lbs/acre (25 kg/ha). Using an excavator, the contractor unrolled the mat over the prepared bedding at their assigned locations. Each mat was spray painted with their individual number and mat dimensions. At the top of the slope, the initial leading edge of the mat was embedded 18 inches (450 mm) vertically into the subgrade, serving as an anchor trench. The trench would then be filled and compacted. Eighteen-inch (450 mm) u-shaped #3 rebar anchors were then installed in increments of 610 millimeters behind the first exposed blocks. Further downslope, downstream mats were shingled 18 inches (450 mm) under the upstream mats and secured every 2 feet (610 mm) with the U-anchors. Flexamat facilitates and supports long-term vegetation growth. Its open design allows plants to root directly through the mat, anchoring it to the soil and creating a biologically reinforced system. This enables phytoremediation – a natural process in which perennial vegetation absorbs and filters pollutants like heavy metals, oils, and sediments often present in road and parking lot runoff. As vegetation establishes, it also shades the concrete surface, reducing thermal loading of runoff and mitigating urban heat island effects. Within a few weeks of installation, vegetation began to establish between the blocks, visually softening the hard armor erosion protection and blending the restored channel with the surrounding park. As the root system matured, it further stabilized the underlying soils, enhancing the long-term-resilience of the restoration. From an environmental standpoint, the project delivered multiple benefits. First, it minimized sediment transport and downstream degradation. Second, it promoted native plant restoration and biodiversity. Third, by integrating erosion control with revegetation, the project aligned with TRCA’s broader goals of sustainable watershed management. By integrating engineering innovation with ecological restoration, the project revitalized a green space at risk – transforming it into a stable, functional, and attractive community asset. www.Flexamat.com