NR 514.05(8)(8) Monitoring. A facility monitoring plan shall be included to show the location of the design management zone as determined under s. NR 140.22 and all devices for the monitoring of leachate quality and quantity, unsaturated zone water quality and flow rate, groundwater quality, storm water quality, gas production, gas migration, gas condensate and surface settlement. NR 514.05(9)(9) Long-term care. A long-term care plan sheet shall be included showing the topography of the landfill following closure. This plan sheet shall list those items anticipated to be performed during the period of long-term care including the proposed schedule for monitoring and maintenance of the landfill. This information may be included on the final topography plan sheet if clarity is not compromised or reference may be made to the appropriate section of the operations manual and design report. NR 514.05(10)(10) Cross-sections and detailed plan review sheets. NR 514.05(10)(a)(a) A minimum of 2 cross-sections in each direction shall be drawn perpendicular and parallel to the facility baseline through the major dimensions of the landfill. The location of the cross-sections shall be illustrated by a reduced scale plan view on each cross-section. Each combined engineering and geologic cross-section shall show: NR 514.05(10)(a)2.2. Sub-base, base, top of leachate collection blanket grades and final grades. NR 514.05(10)(a)3.3. Soil borings and monitoring wells which the section passes through or is adjacent to. NR 514.05(10)(a)4.4. Soil and bedrock types. For clarity, a number or symbol shall be used to label major soil units instead of extensive shading. NR 514.05(10)(a)10.10. Access roads and ramps on the perimeter of the disposal area and within the active fill area. NR 514.05(10)(b)(b) Cross-sections shall be included to illustrate all important construction features of the liner, final cover, lysimeters, leachate collection trenches and sumps, liner penetrations, sideslope risers, piping systems for gas and gas condensate and drainage systems for storm water. NR 514.05(10)(c)(c) Detailed plan view sheets shall be included for piping outside the limits of filling for leachate header and drain lines, gas and condensate lines, and leachate forcemains, with notations of pipe slope and intersection elevations with appurtenances such as manholes, lift stations, collection tanks and gas blower stations. NR 514.05(11)(11) Details. Drawings showing details and typical sections shall be included for storm water control structures; access roads; fencing; final cover and base liner systems; leachate and gas control systems such as pipe bedding, manholes, transfer lines, force mains and storage tanks; leachate transfer lines which extend through the liner; groundwater and unsaturated zone monitoring devices; and buildings. This plan sheet shall include all other construction details such as leachate and refuse containment berms between subsequent phases of development. NR 514.05 HistoryHistory: Cr. Register, January, 1988, No. 385, eff. 2-6-88; correction in (2) (k) made under s. 13.93 (2m) (b) 5., Stats., Register, May, 1994, No. 461; am. (intro.), (2) (intro.), (b), (5), (9), (11), r. and recr. (2) (c) to (k), (3), (4), (6) to (8), Register, June, 1996, No. 486, eff. 7-1-96; CR 05-020: am. (7) Register January 2006 No. 601, eff. 2-1-06; correction in (intro) made under s. 13.92 (4) (b) 7., Stats., Register July 2022 No. 799. NR 514.06NR 514.06 Operations manual and design report. The plan of operation for all new landfills and expansions of existing landfills shall contain an operations manual and design report which shall comply with ss. NR 500.05, 504.05 to 504.12 and, at a minimum, shall contain the following information: NR 514.06(1)(1) Table of contents. The report shall include a table of contents which outlines by section title and page number the discussion required in this section. NR 514.06(2)(2) General information. The report shall identify the name of the landfill; the registered professional engineer who prepared the plans; landfill owner, licensee and operator; location by quarter-quarter section; the proposed limits of filling; the anticipated life and closure date; disposal capacity; waste tonnages and corresponding volumes, percent municipal waste versus industrial waste, anticipated geographic service area, and anticipated industrial waste types; waste types and quantities to be disposed; any exemptions requested from the department; and a list of the conditions of facility development as stated in the feasibility determination and the measures incorporated in the plan of operation to address those conditions. NR 514.06(3)(3) Design rationale. The report shall include a discussion of the considerations and rationale behind design of the discretionary aspects of major engineering features which are not explicitly required by state or federal regulations or the conditions of the department’s feasibility approval for the landfill. This shall include base grade configuration and relationship to subsurface conditions, liner design, phases of landfill development and closure, traffic routing, storm water management, erosion, and sediment control measures, gas extraction and treatment systems, 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 514.06(4)(4) Initial construction. The report shall discuss initial preparations and construction methods relating to clearing and grubbing, topsoil stripping and other excavations; soil storage and visual screening development; storm water control features; base liner and granular drainage layers; leachate collection and gas venting systems; access roads and entrance area screening and fencing; environmental monitoring device installation and other special design features. This discussion shall propose a schedule of field measurements, photographs to be taken, and sampling and testing procedures to be utilized to verify that the infield conditions encountered were the same as those defined in the feasibility report. NR 514.06(5)(5) Storm water management. The report shall describe storm water management at the time of initial construction, during phased development, and after closure of the landfill. The report shall include: NR 514.06(5)(b)(b) Detailed description of temporary and permanent erosion and sediment control measures to be used to accomplish the concepts in s. NR 504.09 (1) (b). NR 514.06(5)(c)(c) Specifications for design of sediment basins, culverts, drainage ditches, auxiliary sediment traps, and the anticipated extent of cleared ground and stockpiles during each major phase of landfill development. NR 514.06(5)(d)(d) A list of anticipated actions and materials needed for sediment and erosion control.