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SOLID WASTE PROCESSING AND DISPOSAL

CHAPTER 1200-01-07

Rule 1200-01-07-.04, continued)

  • (x)

    The locations of planned temporary erosion control measures (e.g., temporary sediment basins, stone filters, terraces, silt fences) and permanent erosion control measures (e.g., permanent sediment basins, riprap, energy dissipaters, ditch stabilization, pipe drains);

  • (xi)

    The locations of all existing and proposed utilities, structures (including fences and gates), and roads;

(xii)

The proposed final contours of the site and how run-off will be removed from, and run-on will be diverted from, the completed facility, illustrating the locations and slopes of ditches, drains, drop structures, etc., to be utilized for such removal/diversion and the directions of flow;

  • (xiii)

    The location of all 100-year floodplain boundaries on the site;

  • (xiv)

    The locations of leachate collection/treatment reservoirs and associated

piping (if required); and

  • (xv)

    The locations of all gas migration control devices or structures (if required) including gas monitoring points;

    • 2.

      Detailed diagrams, drawn at a suitable scale, showing:

  • (i)

    Typical sections of dikes, trenches, diversion ditches, sediment basins, energy dissipaters, and other erosion and run-on/run-off control structures;

  • (ii)

    Typical sections of leachate collection/treatment reservoirs and associated piping (if required);

(iii)

Typical sections of gas migration control devices and structures (if required);

  • (iv)

    Typical ground-water monitoring well installations;

  • (v)

    Typical sections of soil buffer/liner/leachate collection systems (including

collection piping);

    • (vi)

      Typical sections of final cover systems (including any required cap); and

    • (vii)

      Typical sections of access roads to and on the site.

  • 3.

    Appropriate cross-sections (minimum of two per operational area), drawn at a

scale of not less than one inch equals 100 feet, or may be one inch equals 200 feet if approved by the Commissioner, which clearly show:

  • (i)

    The original ground surface elevations;

  • (ii)

    The proposed excavation depths;

  • (iii)

    The proposed final elevations;

  • (iv)

    Soil borings;

  • (v)

    The configuration of the soil buffer/liner/leachate collection system,

including slopes;

May, 2010 (Revised)

95

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