NR 503.10 NoteNote: A major soil unit is defined in s. NR 500.03 (138).
NR 503.10(2)(d)4.b.b. All available groundwater or surface water quality data which has been obtained from sampling at the proposed landfill location shall be submitted in the report. Any environmental monitoring data included in the report shall be submitted electronically.
NR 503.10(2)(e)(e) Unless an alternative size is approved by the department, the results of the subsurface investigations shall be presented on 24 inch x 36 inch plan sheets as follows:
NR 503.10(2)(e)1.1. A topographic map of the area within 1/4 mile of the anticipated limits of filling shall be submitted showing the anticipated limits of filling, property boundaries, homes, buildings, cultural features, water supply wells, and the location of soil borings and wells. For a proposed contiguous, horizontal or vertical expansion of an existing landfill, the topographic map shall also include the location of all borings and wells for the existing landfill. The base map may consist of an enlarged 7.5 minute USGS map or other map having a minimum scale of 1= 500¢ with contour intervals sufficient to show relief.
NR 503.10(2)(e)2.2. Geologic cross-sections shall be submitted. For a proposed contiguous, horizontal or vertical expansion of an existing landfill, all borings and wells for the existing landfill shall be included on the geologic cross-sections. Where more than one interpretation can be reasonably made when evaluating heterogeneities within the unconsolidated deposits, assume that the heterogeneities are continuous. The following information shall be presented on the geologic cross-sections:
NR 503.10(2)(e)2.a.a. A dashed line or question mark for inferred lithostratigraphic boundaries, a number or symbol to label major soil units and a key containing a description of the soil units.
NR 503.10(2)(e)2.b.b. The anticipated sub-base, base and final grades for the proposed landfill.
NR 503.10(2)(e)2.c.c. All boring logs, the USCS classifications and the geologic origin for each major soil unit.
NR 503.10(2)(e)2.d.d. Well construction details shown to scale including the well screen and filter pack length, the location of the upper and lower seals, and stabilized water level elevations measured on the same day. When 2 or more water table observation wells are presented on a cross-section, a line representing the water table elevation shall be drawn. The date the measurements were taken shall be specified in the key.
NR 503.10(2)(e)3.3. A water table contour map shall be submitted. The map shall be based on stabilized water levels recorded on the same day from all observation wells installed at the proposed landfill’s location and show the wells and the measured water level at each well. For a proposed contiguous, horizontal or vertical expansion of an existing landfill, the water table contour map shall include the water table observation wells and measured water table elevations at each well for the existing landfill. The topographic map shall be used as a base map. If more than one set of water levels has been taken, the water table contours shall be based on the set of data which indicates the highest water table. Any observed variations in flow direction shall be discussed in the narrative of the report. Inferred contours made beyond the extent of the well field shall be shown with dashed lines.
NR 503.10(2)(f)(f) The report shall include an analysis of the results from the sub-surface investigations, regional geotechnical information, land use information, and include a discussion of the following items:
NR 503.10(2)(f)1.1. The potential for the proposed landfill to meet the locational criteria and performance standards in s. NR 503.04.
NR 503.10(2)(f)2.2. A discussion of the geologic environment including those factors which may affect the development, design or operation of the proposed landfill.
NR 503.10(2)(f)3.3. For a proposed contiguous, horizontal or vertical expansion of an existing landfill, the compliance status and performance of the existing landfill shall be evaluated.
NR 503.10(2)(g)(g) The report shall contain a set of engineering plans which are drawn in accordance with ss. NR 500.05 (6) and 504.07 to 504.11 and the following requirements. Engineering plans shall be drawn on standard 24 inch by 36 inch plan sheets. If landfill details cannot be shown on standard plan sheets at a 1:100 scale, the engineering plans may be drawn on 30 inch by 42 inch plan sheets. All plan sheets except the title sheet, existing conditions sheet, cross-sections and details sheets shall utilize the existing conditions sheet as a base map. For complex plans, existing conditions within the landfill area may be shown by lighter lines or may be eliminated. At a minimum, the engineering plans shall include the following:
NR 503.10(2)(g)1.1. A title sheet shall be included indicating the project title, who prepared the plans, the date the plans were prepared, the applicant for whom the plans were prepared, a table of contents, a map showing the location of the landfill within the county or multi-county area, the location of the county or multi-county area within the state and the area to be served.
NR 503.10(2)(g)2.2. An existing conditions plan shall be included consisting of a detailed topographic map of the proposed landfill and all areas within 1,200 feet of the proposed limits of filling prior to development. The minimum scale shall be 1 = 200 feet with a maximum 2 foot contour interval. The contour interval selected shall be sufficiently small to clearly show surface water flow patterns within and around the landfill. All elevations shall be related to USGS datum. The plan shall identify and define the following:
NR 503.10(2)(g)2.a.a. Surface waters including intermittent and ephemeral streams and wetlands.
NR 503.10(2)(g)2.b.b. Property boundaries, the proposed landfill boundary and the proposed limits of filling.
NR 503.10(2)(g)2.c.c. A north arrow, landfill survey grid, a formula for converting grid locations to the state plane coordinate system and the locations of all existing and proposed survey monuments.
NR 503.10(2)(g)2.d.d. Residential and commercial structures and other buildings.
NR 503.10(2)(g)2.e.e. Locations of all soil borings, all existing and abandoned groundwater monitoring wells, all public and private water supply wells and the general locations of all known septic system drain fields within 1,000 feet of the landfill area or within 500 feet of any monitoring well.
NR 503.10(2)(g)2.f.f. The locations of all other landfills, and all other solid waste facilities for the processing, storage or composting of solid wastes.
NR 503.10(2)(g)2.g.g. Utility lines, underground pipelines and electrical lines, access control and other constructed topographic and drainage features.
NR 503.10(2)(g)3.3. Plan sheets shall be included which depict the sub-base grades, all sub-base appurtenances such as lysimeters or drain pipes and the base grades.
NR 503.10(2)(g)4.4. Separate plan sheets shall be included to depict the overall landfill area and the limits of liner construction and filling. The plan sheets shall depict the layout and slope of the liner system and leachate collection system including pipes, sumps, riser pipes on interior sideslopes, manholes, trenches, berms, lift stations, permanent storm water control structures, pipe cleanouts and other pertinent structures. Invert elevations shall be provided at any changes in grade for all leachate and groundwater collection and transfer systems.
NR 503.10(2)(g)5.5. A series of phasing plan sheets shall be included to show landfill development through time. The location of peripheral features such as support buildings, access roads, drainage ditches, sedimentation basins, any other storm water management features, and screening berms shall be indicated on this plan. At a minimum, a separate plan sheet shall be provided for initial construction and for each subsequent phase of development or new area where substantial construction is to be performed. These subsequent phasing plan sheets shall present the final filling surfaces in the previous phases of development; the limits of clearing, grubbing and topsoil removal; the base grades of the new phase of filling; the anticipated surface contours of soil stockpiles at the time depicted on the plan sheet; and storm water management features. Each plan shall include a list of construction items and quantities necessary to prepare the phase of development indicated on the plan.
NR 503.10(2)(g)6.6. Plan sheets shall be included which depict the features to be constructed for storm water management at the time of initial construction, during phased development, and after closure of the landfill. Plan sheets shall include the locations of sediment basins, drainage ditches, auxiliary sediment traps, and the anticipated extent of cleared ground and stockpiles during each major phase of landfill development. Plan sheets shall include a list of anticipated actions and materials needed for sediment and erosion control.
NR 503.10(2)(g)7.7. A final topography plan sheet shall be included to indicate the appearance of the entire landfill following closure including surface water drainage features and the location of gas vents and all other penetrations of the final cover.