An erosion, sediment and pollution control product comprises a geotextile which includes cellulose based threads treated to be hydrophobic and cellulose based filler within the tubular geotextile. The geotextile may be knitted and may include lyocell threads and wherein the lyocell threads are treated to be hydrophobic, and are treated with food grade mineral oil. A method of making a tubular knitted geotextile comprises the steps of: supplying cellulose based threads to a circular knitting machine and knitting a tubular substrate, treating the cellulose based threads with one of mineral oil, beeswax, paraffin, petroleum jelly, lanolin, plant-based oils, and combinations thereof, whereby the threads are rendered hydrophobic.

An erosion, sediment and pollution control product comprises a rice hull filler material which has been heat treated sterilizing the rice hull filler material and increasing the pollutant affinity of the rice hull filler material; and a containment member containing the rice hull filler material and allowing fluid to flow through the containment member and the rice hull filler material. The containment member is a geotextile which may include cellulose based threads treated to be hydrophobic.

An erosion, sediment and pollution control product comprises a rice hull filler material which has been heat treated sterilizing the rice hull filler material and increasing the pollutant affinity of the rice hull filler material; and a containment member containing the rice hull filler material and allowing fluid to flow through the containment member and the rice hull filler material. The containment member is a geotextile which may include cellulose based threads treated to be hydrophobic.

One example embodiment includes a steel and foam foundation. The steel and foam foundation includes a main body, where the main body is formed of EPS foam and a sloped exterior. The sloped exterior is formed of EPS foam on an exterior surface of the main body and ensures that the bottom of the steel and foam foundation is wider than the top of the steel and foam foundation. The steel and foam foundation also includes a first I-beam and a second I-beam. The first and second I-beams are placed on opposite edges of the main body. The steel and foam foundation further includes a first piece of L-metal, a second piece of L-metal, a third piece of L-metal, and a fourth piece of L-metal. Each piece of L-metal includes a first flange and a second flange and is placed around the remaining edges of the main body.

A method for applying a water soluble soil stabilizer to soil wherein the soil stabilizer is impregnated or applied to a solid carrier.

A method for applying a water soluble soil stabilizer to soil wherein the soil stabilizer is added to a solid carrier.

A method of manufacturing an erosion, sediment and pollution control product comprises heat treating a rice hull filler material for sterilizing the rice hull filler material and increasing the pollutant affinity of the rice hull filler material; filling a tubular containment member with the rice hull filler material in a manner allowing fluid to flow through the containment member and the rice hull filler material. The containment member is a geotextile which may include cellulose based threads treated to be hydrophobic.

One example embodiment includes a steel and foam foundation. The steel and foam foundation includes a main body, where the main body is formed of EPS foam and a sloped exterior. The sloped exterior is formed of EPS foam on an exterior surface of the main body and ensures that the bottom of the steel and foam foundation is wider than the top of the steel and foam foundation. The steel and foam foundation also includes a first I-beam and a second I-beam. The first and second I-beams are placed on opposite edges of the main body. The steel and foam foundation further includes a first piece of L-metal, a second piece of L-metal, a third piece of L-metal, and a fourth piece of L-metal. Each piece of L-metal includes a first flange and a second flange and is placed around the remaining edges of the main body.

A method of preventing soil erosion in, among areas, seaside locations, includes drilling holes in the ground and filling the holes with a mixture of the soil and gelatin, and then curing the mixture in situ to form a barrier against soil erosion.

Disclosed are exemplary embodiments of sediment/erosion/perimeter control devices and methods of making and using the same. In exemplary embodiments, a sediment/erosion/perimeter control device (e.g., a wattle, etc.) comprises a material configured such that the sediment/erosion/perimeter control device is reconfigurable between at least a first configuration and a second configuration. In the first configuration, the sediment/erosion/perimeter control device has a first size, shape, volume, and/or weight. In the second configuration, the sediment/erosion/perimeter control device has a second size, shape, volume, and/or weight substantially larger than the corresponding first size, shape, volume, and/or weight that the sediment/erosion/perimeter control device has in the first configuration.