NR 182.109(2)(a)10.h. h. Erosion, storm water, and sediment control structures.

NR 182.109(2)(a)10.i. i. Access roads and ramps on the perimeter of the disposal area and within the active fill area.

NR 182.109(2)(a)10.j. j. Filling sequence or phasing interfaces and other facility features.

NR 182.109(2)(a)10.k. k. Important construction features of the liner, final cover, lysimeters, leachate collection trenches and sumps, liner penetrations, sideslope risers, and drainage systems for storm water.

NR 182.109(2)(a)11. 11. Drawings showing details and typical cross-sections for all of the following:

NR 182.109(2)(a)11.a. a. Storm water control structures.

NR 182.109(2)(a)11.b. b. Access roads.

NR 182.109(2)(a)11.c. c. Fencing.

NR 182.109(2)(a)11.d. d. Final cover and base liner systems.

NR 182.109(2)(a)11.e. e. Leachate collection system components, including pipe bedding, manholes, transfer lines, force mains, and storage tanks.

NR 182.109(2)(a)11.f. f. Leachate transfer lines that extend through the liner.

NR 182.109(2)(a)11.g. g. Groundwater and unsaturated zone monitoring devices.

NR 182.109(2)(a)11.h. h. Buildings.

NR 182.109(2)(b) (b) An operations manual and design report consisting of all of the following information:

NR 182.109(2)(b)1. 1. A table of contents that outlines, by section title and page number, the discussion required in this section.

NR 182.109(2)(b)2. 2. General information that identifies all of the following:

NR 182.109(2)(b)2.a. a. The name of the facility.

NR 182.109(2)(b)2.b. b. The registered professional engineer who prepared the plans.

NR 182.109(2)(b)2.c. c. The facility owner, licensee, and operator.

NR 182.109(2)(b)2.d. d. The location by quarter-quarter section.

NR 182.109(2)(b)2.e. e. The proposed limits of filling.

NR 182.109(2)(b)2.f. f. The anticipated life and approximate closure date.

NR 182.109(2)(b)2.g. g. The disposal capacity.

NR 182.109(2)(b)2.h. h. The waste tonnages and corresponding volumes.

NR 182.109(2)(b)2.i. i. The waste types and quantities to be disposed.

NR 182.109(2)(b)2.j. j. Any exemptions requested from the department.

NR 182.109(2)(b)3. 3. A discussion of the considerations and rationale behind design of the major engineering features of the facility. As appropriate for the specific facility design, the discussion shall include base grade configuration and relationship to subsurface conditions, liner design, phases of facility development and closure, traffic routing, storm water management, erosion, and sediment control measures, final cover systems, and monitoring systems. Specific attention shall be given to sidewall penetrations, sideslope riser and sump area volumes and construction, and piping located outside of the limits of filling. In addressing each of the above design items, the report shall indicate how the anticipated waste types and characteristics influenced the chosen design.

NR 182.109(2)(b)4. 4. A discussion of all of the following:

NR 182.109(2)(b)4.a. a. Initial site preparations and construction methods relating to clearing and grubbing, topsoil stripping, and other excavations.