Current through Register Vol. 51, No. 21, October 18, 2024
Section 26.24.04.01-4 - Design of Structural Shoreline Stabilization MeasuresA. A person proposing a structural shoreline stabilization measure that employs a jetty, groin, breakwater, or other offshore structure, shall design the project to: (1) Allow natural littoral movement of sand along the shore;(2) Minimize erosion and undesirable shoaling;(3) Use materials that are: (a) Of adequate size, weight, and strength to function as intended;(b) Free of protruding objects, debris, and contaminants; and(c) Selected to minimize impacts to water quality and plant, fish, and wildlife habitat;(4) Use backfill material free of litter, refuse, junk, metal, tree stumps, logs, or other unsuitable materials;(5) Prevent damage due to scour; and(6) Minimize grading and other impacts on riparian habitat.B. The Department may not authorize encroachment into State or private tidal wetlands unless: (1) The encroachment is limited to that which is structurally necessary and is verified by a design report or other documentation, as required by the Department; and(2) For a bulkhead: (a) The encroachment is three feet or less beyond the mean high water line; and(b) Other nonstructural and structural shoreline stabilization measures are infeasible, as determined by the Department.Md. Code Regs. 26.24.04.01-4
Regulation .01-4 adopted effective February 4, 2013 (40:2 Md. R. 73)