# US 11,306,455 B2 · Erosion control apparatus > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 11,306,455 B2 - Document ID: US11306455B2 - Status: Granted - Kind: B2 - Application number: 16/329,728 - Filed: 2017-08-31 - Published: 2019-07-11 - Granted: 2022-04-19 - Earliest claimed: 2016-08-31 - Assignees: Wilkinson Ecological Design - Applicants: Wilkinson Ecological Design - Inventors: Seth Wilkinson - Web page: https://patentgrep.com/patent/US11306455B2 ## CPC - E02B 3/127: {bags filled at the side} - E02B 3/125: {mainly consisting of vegetable material, e.g. wood, reeds} - E02B 3/126: {mainly consisting of bituminous material or synthetic resins} - E02D 17/202: {with flexible securing means} - E02D 17/205: {with modular blocks, e.g. pre-fabricated} - E02D 29/0233: {the retention means being anchors (details of anchors E02D5/80)} - Y02A 10/11: Hard structures, e.g. dams, dykes or breakwaters - E02B: HYDRAULIC ENGINEERING (ship-lifting E02C; dredging E02F) - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} - Y02A: TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE ## Abstract The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline. ## Claims ### Claim 1 A method of installing an erosion control apparatus comprising: arranging a plurality of fiber rolls relative to a shoreline; connecting a plurality of soil lifts to the fiber rolls, each soil lift comprising fibrous material surrounding a fill material, wherein each soil lift is connected to at least one fiber roll to form a layered assembly; inserting a plurality of anchors such that each anchor is coupled to at least one of the fiber rolls, the anchors having an anchor point surface area inserted at a depth, wherein each of the anchors passes through at least a portion of the layered assembly, and wherein at least one of the fiber rolls is positioned over at least one of the anchors, and connecting the plurality of fiber rolls together with a harness cable network to form a fiber roll array, the harness cable network configured to couple the plurality of anchors to one or more of the plurality of fiber rolls such that a holding force is applied to the fiber roll array wherein the harness cable network extends around a mesh that at least partially surrounds one fiber roll, the mesh extending around the fill material of at least one soil lift of the plurality of soil lifts. ### Claim 2 (depends on 1) The method of claim 1, further comprising installing fiber rolls that comprise high density coir fiber at a nine pound per cubic foot density. ### Claim 3 (depends on 1) The method of claim 1, further comprising installing fiber rolls that comprise low density coir fiber at a seven pound per cubic foot density. ### Claim 4 (depends on 1) The method of claim 1, wherein during the step of inserting the plurality of anchors, one or more of the anchors are duckbill anchors, the anchors being spaced at intervals across each fiber roll, each anchor including a tendon connected to an anchor point surface sized to support an overlying cone of material, each anchor including a rod or cable that extends in an orthogonal direction to a plane extending through a plurality of fiber rolls, or extends at an angle within 30 degrees of the orthogonal direction. ### Claim 5 (depends on 4) The method of claim 4, further comprising an interval that can have a length in a range of 24 inches to 30 inches. ### Claim 6 (depends on 1) The method of claim 1, further comprising inserting the anchors at a depth of at least 42 inches below a slope surface of the apparatus. ### Claim 7 (depends on 1) The method of claim 1, further comprising attaching each anchor to provide at least 3,000 pounds of holding force at each insertion point. ### Claim 8 (depends on 1) The method of claim 1, further comprising installing each soil lift comprising at least one layer of coir fabric. ### Claim 9 (depends on 1) The method of claim 1, further comprising compacting sediment and filling the soil lifts with the sediment having a consistent depth of at least 12 inches. ### Claim 10 (depends on 1) The method of claim 1, further comprising installing the mesh that comprises polypropylene or polyethylene. ### Claim 11 (depends on 1) The method of claim 1, further comprising installing the mesh that comprises coir fiber. ### Claim 12 (depends on 1) The method of claim 1, further comprising: excavating a first trench located at a highest end of the apparatus, wherein the first trench is at least 6 inches wide and at least 6 inches deep; and covering the trench. ### Claim 13 (depends on 12) The method of claim 12, further comprising filling the trench with sand or soil. ### Claim 14 (depends on 1) The method of claim 1, further comprising filling at least one of the fiber rolls with plant material. ### Claim 15 (depends on 1) The method of claim 1, further comprising constructing additional soil lifts on the top or side of the fiber rolls. ### Claim 16 (depends on 1) The method of claim 1, further comprising installing at least one erosion control blanket, wherein the blanket comprises a biodegradable material and wherein a stake secures the blanket. ### Claim 17 (depends on 16) The method of claim 16, further comprising inserting a plurality of posts along at least a first fiber roll of the apparatus. ### Claim 18 (depends on 1) The method of claim 1, each anchor being driven through a soil lift with a hydraulic hammer. ### Claim 19 A method of installing an erosion control apparatus comprising: arranging a first fiber roll relative to a shoreline; connecting a first soil lift to the first fiber roll, the first soil lift comprising a fibrous layer that contains a fill material within said soil lift, each soil lift being compacted with a compactor; inserting a plurality of anchors, each anchor coupled to the first fiber roll, the anchors having an anchor point surface area inserted at a depth, wherein each anchor passes through the first soil lift and the fibrous layer that contains the first soil lift to define an anchored first layer; repeating the above steps to form a plurality of anchored layers, at least one fiber roll being connected to one of the soil lifts that are enclosed within a mesh; and connecting the fiber rolls together with a harness cable network to form a fiber roll array, the harness cable network configured to couple the plurality of anchors to one or more of the plurality of fiber rolls such that a holding force is applied to the fiber roll array wherein the harness cable network extends around a mesh that at least partially surrounds one fiber roll, the mesh extending around the fill material of at least one soil lift of the plurality of soil lifts. ### Claim 20 (depends on 19) The method of claim 19, wherein the fiber rolls comprise high density coir fiber at a nine pound per cubic foot density. ### Claim 21 (depends on 20) The method of claim 20, wherein the fiber rolls comprise low density coir fiber at a seven pound per cubic foot density. ### Claim 22 (depends on 19) The method of claim 19, wherein the anchors comprise duckbill anchors spaced at intervals across each fiber roll, each anchor including a tendon connected to an anchor point surface sized to support an overlying cone of material, each anchor including a rod or cable that extends in an orthogonal direction to a plane extending through a plurality of fiber rolls, or extends at an angle within 30 degrees of the orthogonal direction. ### Claim 23 (depends on 22) The method of claim 22, wherein at least one interval has a length in a range from 24 inches to 30 inches. ### Claim 24 (depends on 19) The method of claim 19, wherein the anchors are inserted at a depth of at least 42 inches below a slope surface of the apparatus. ### Claim 25 (depends on 19) The method of claim 19, wherein each anchor provides at least 3,000 pounds of holding force at an insertion point of the anchor, each anchor comprising a cable coupled to an anchor point having a surface area. ### Claim 26 (depends on 19) The method of claim 19, wherein each soil lift comprises at least one layer of coir fabric. ### Claim 27 (depends on 19) The method of claim 19, further comprising compacting sediment and filling the soil lifts with the sediment having a consistent depth of at least 12 inches. ### Claim 28 (depends on 19) The method of claim 19, wherein the mesh comprises polypropylene or polyethylene. ### Claim 29 (depends on 19) The method of claim 19, wherein the mesh comprises coir fiber. ### Claim 30 (depends on 19) The method of claim 19, further comprising: excavating a first trench located at a highest end of the apparatus, wherein the first trench is at least 6 inches wide and at least 6 inches deep; and covering the trench. ### Claim 31 (depends on 30) The method of claim 30, further comprising filling the trench with sand or soil. ### Claim 32 (depends on 19) The method of claim 19, further comprising filling at least one of the fiber rolls with plant material. ### Claim 33 (depends on 19) The method of claim 19, further comprising constructing additional soil lifts on the top or side of the fiber rolls. ### Claim 34 (depends on 19) The method of claim 19, further comprising installing at least one erosion control blanket, wherein the blanket comprises a biodegradable material and wherein a stake secures the blanket. ### Claim 35 (depends on 34) The method of claim 34, further comprising inserting a plurality of posts along at least a first fiber roll of the apparatus. ### Claim 36 (depends on 19) The method of claim 19, wherein the compactor comprises a portable plate compactor. ### Claim 37 A method of installing an erosion control apparatus comprising: arranging a plurality of fiber rolls relative to a shoreline arranged at a slope angle; connecting a plurality of soil lifts to the fiber rolls, the soil lifts each comprising a fibrous material containing a fill material, each soil lift being connected to at least one fiber roll; inserting a plurality of anchors along each of the fiber rolls, the anchors inserted with a hydraulic hammer to a depth through the apparatus, each anchor inserted at an angle relative to the slope angle, wherein each anchor passes through at least one soil lift to form a layered soil lift structure; and connecting the plurality of fiber rolls and the plurality of soil lifts together with a harness cable network to form a fiber roll array, the harness cable network configured to couple the plurality of anchors to one or more of the plurality of fiber rolls such that a holding force is applied to the fiber roll array wherein the harness cable network extends around a mesh that at least partially surrounds one fiber roll, the mesh extending around the fill material of at least one soil lift of the plurality of soil lifts. ### Claim 38 (depends on 37) The method of claim 37, wherein the fiber rolls comprise high density coir fiber at a nine pound per cubic foot density. ### Claim 39 (depends on 37) The method of claim 37, wherein the fiber rolls comprise low density coir fiber at a seven pound per cubic foot density. ### Claim 40 (depends on 37) The method of claim 37, wherein the anchors are duckbill anchors spaced at intervals across each fiber roll, each anchor including a tendon connected to an anchor point surface sized to support an overlying cone of material, each anchor including a rod or cable that extends in an orthogonal direction to a plane extending through a plurality of fiber rolls, or extends at an angle within 30 degrees of the orthogonal direction. ### Claim 41 (depends on 40) The method of claim 40, wherein each interval has a length in a range from 24 inches to 30 inches. ### Claim 42 (depends on 37) The method of claim 37, wherein the anchors are inserted at a depth of at least 42 inches below a slope angle of the apparatus, each anchor having an anchor point surface area. ### Claim 43 (depends on 37) The method of claim 37, wherein each anchor provides at least 3,000 pounds of holding force at each insertion point. ### Claim 44 (depends on 37) The method of claim 37, wherein the soil lifts comprise at least one layer of coir fabric. ### Claim 45 (depends on 37) The method of claim 37, further comprising compacting sediment and filling the soil lifts with the sediment having a consistent depth of at least 12 inches. ### Claim 46 (depends on 37) The method of claim 37, wherein the mesh comprises polypropylene or polyethylene. ### Claim 47 (depends on 37) The method of claim 37, wherein the mesh comprises coir fiber. ### Claim 48 (depends on 37) The method of claim 37, further comprising: excavating a first trench located at a highest end of the apparatus, wherein the first trench is at least 6 inches wide and at least 6 inches deep; and covering the trench. ### Claim 49 (depends on 48) The method of claim 48, wherein the trench is backfilled with sand or soil. ### Claim 50 (depends on 37) The method of claim 37, further comprising filling at least one of the fiber rolls with plant material. ### Claim 51 (depends on 37) The method of claim 37, further comprising constructing additional soil lifts on the top or side of the fiber rolls. ### Claim 52 (depends on 37) The method of claim 37, further comprising installing at least one erosion control blanket, wherein the blanket comprises a biodegradable material and wherein a stake secures the blanket. ### Claim 53 (depends on 52) The method of claim 52, further comprising inserting a plurality of posts along at least a first fiber roll of the apparatus. ### Claim 54 (depends on 37) The method of claim 37, wherein the plurality of anchors are inserted at a range of 10 degrees to 45 degrees relative to an orthogonal plane of the slope angles. ### Claim 55 (depends on 54) The apparatus of claim 54, wherein each anchor is inserted at the same angle relative to the slope angles. ### Claim 56 (depends on 37) The method of claim 37, wherein the fiber rolls are arranged in sets of contiguous rolls, the different sets being positioned at different slope angles and wherein the anchors have an anchor surface area of at least 4 square inches.