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No. 11 —Wetponds <br /> Maintenance Defect Condition When Maintenance Results Expected When Maintenance is <br /> Component is Needed Performed <br /> General Water level First cell is empty, doesn't hold Line the first cell to maintain at least 4 feet <br /> water. of water.Although the second cell may <br /> drain,the first cell must remain full to <br /> control turbulence of the incoming flow <br /> and reduce sediment resuspension. <br /> Trash and Accumulation that exceeds 1 Trash and debris removed from pond. <br /> Debris CF per 1000-SF of pond area. <br /> Inlet/Outlet Inlet/Outlet pipe clogged with No clogging or blockage in the inlet and <br /> Pipe sediment and/or debris material. outlet piping. <br /> Sediment Sediment accumulations in Sediment removed from pond bottom. <br /> Accumulation pond bottom that exceeds the <br /> in Pond depth of sediment zone plus 6- <br /> Bottom inches, usually in the first cell. <br /> Oil Sheen on Prevalent and visible oil sheen. Oil removed from water using oil- <br /> Water absorbent pads or vactor truck. Source of <br /> oil located and corrected. If chronic low <br /> levels of oil persist, plant wetland plants <br /> such as Juncus effusus(soft rush)which <br /> can uptake small concentrations of oil. <br /> Erosion Erosion of the pond's side Slopes stabilized using proper erosion <br /> slopes and/or scouring of the control measures and repair methods. <br /> pond bottom,that exceeds 6- <br /> inches,or where continued <br /> erosion is prevalent. <br /> Settlement of Any part of these components Dike/berm is repaired to specifications. <br /> Pond that has settled 4-inches or <br /> Dike/Berm lower than the design elevation, <br /> or inspector determines <br /> dike/berm is unsound. <br /> Internal Berm Berm dividing cells should be Berm surface is leveled so that water <br /> level. flows evenly over entire length of berm. <br /> Overflow Rock is missing and soil is Rocks replaced to specifications. <br /> Spillway exposed at top of spillway or <br /> outside slope. <br /> Volume V—Runoff Treatment BMPs—December 2014 <br /> 4-44 <br />