Summary
ZONES A-D - 260' - Moderate to severe erosion with concentrated washouts and significant bank failure in areas lacking protection at the toe. Proposed stabilization incorporates angular riprap armoring below the typical waterline, twenty-eight (28) rootwads installed at the typical waterline, fieldstone riprap between rootwad trunks, and fieldstone boulders as ballast at each rootwad. Slope above 851' to be regraded and vegetated with native seed and live stakes. The proposed activities generally match the portions of the bank that remain stable 22 years after the intitial work at this site. EXISTING BENDWAY WEIRS - 2 - Existing bendway weirs have gaps and variable continuity in rock and elevation. Top dress both existing weirs with Class V riprap to restore profile and more effectively redirect flow from bank.