NR 503.10(3)(f)7.7. Storm water drainage ditches, structures and sedimentation basins shall discharge along existing drainage patterns capable of accepting the anticipated flow volume. An analysis shall be performed to determine the amount and velocity of runoff prior to landfill development and to document compliance with this requirement. NR 503.10(3)(f)8.8. Storm water diversion and construction at a landfill shall be designed to minimize impacts on adjacent property, such as erosion, sedimentation and flooding. NR 503.10 NoteNote: Design of storm water management features shall include consideration of other applicable requirements of the department. Requirements include, but are not limited to, ch. NR 103, and permits required by ch. 30, Stats. NR 503.10(3)(g)(g) All landfills regulated under this section shall be designed with an inspection pad and storage areas for salvageable material as follows: NR 503.10(3)(g)1.1. The inspection pad shall be located outside of the landfill’s lined area. It shall consist of a permanent, all weather surface which is not readily permeable. The surface of the pad shall be concrete, asphalt or an alternative material approved by the department. NR 503.10(3)(g)2.2. The pad shall be designed to be of sufficient size to allow dumping of waste material directly from waste hauling vehicles and prevent delaying subsequent trucks waiting to dump loads. NR 503.10(3)(g)3.3. Storage areas for salvageable material shall be designed adjacent to or in close proximity to the inspection pad. At a minimum, storage areas shall be designated for clean soil, broken concrete and pavement, and clean wood. NR 503.10(3)(g)4.4. The department may require the construction of storage pads and storm water control structures for the salvageable material storage areas. NR 503.10(3)(h)(h) All landfills regulated under this section shall be designed to meet the following requirements: NR 503.10(3)(h)1.1. A method of controlling any dust or windblown debris shall be included in the landfill design. The factors which will be considered by the department when evaluating alternative provisions for controlling dust and windblown debris include the remoteness of the landfill, natural screening, windbreaks and waste types. NR 503.10(3)(h)2.2. All access roads which are used by over the highway vehicles shall be designed with a maximum grade no greater than 10%. The intersection of the landfill access road with an existing highway shall be designed to provide sufficient sight distance and minimum interference with traffic on the highway. NR 503.10(3)(h)3.3. The landfill shall be designed so that final grades in each phase are reached as soon as possible, and the open area used for waste filling is minimized. NR 503.10(3)(h)4.4. The final slopes shall be equal to or greater than 5%, but may not exceed 25%. NR 503.10(3)(h)5.5. A minimum of 2 leachate head wells shall be proposed for each major horizontal phase of the landfill unless otherwise approved by the department. NR 503.10(3)(h)6.6. All landfills shall be designed with properly protected permanent benchmarks for horizontal and vertical control. Elevations shall be tied to USGS datum and horizontal control shall be referenced to the property boundary. NR 503.10(4)(4) Operational requirements. No person may operate or maintain a new or existing landfill under this section except in conformance with the approved plan of operation and the following minimum requirements: NR 503.10(4)(a)(a) Daily operations shall be in conformance with the following: NR 503.10(4)(a)1.1. Daily disposal of solid waste shall be confined to as small an area as practical. NR 503.10(4)(a)2.2. Provisions shall be made to confine windblown material within the active disposal area. NR 503.10(4)(a)3.3. At the conclusion of each day of operation, all windblown material shall be collected and properly disposed of in the active area in accordance with the provisions of this subsection unless the operator establishes, to the satisfaction of the department, that all windblown material cannot be collected using reasonable efforts because of conditions beyond the control of the operator, and windblown material which can be collected using a reasonable effort has been collected and properly disposed and nuisance conditions do not exist. NR 503.10(4)(a)4.4. Unless otherwise directed by the department, all waste shall be compacted, at a minimum, on a daily basis. The department may require that waste be completely covered at the end of each operating day with a compacted layer of at least 6 inches of soil or other material approved in writing by the department. NR 503.10(4)(a)5.5. Unless otherwise approved by the department in writing, any portion of a landfill which has been used for solid waste disposal but may not receive additional solid waste for a period exceeding 6 months shall be covered with one foot of fine grained intermediate cover. A specific soil type may be specified by the department for this one foot layer. The intermediate cover shall be compacted and adequately sloped to allow storm water runoff. The slopes shall be no less than 5% and no greater than 33%. The department may require that intermediate slopes be vegetated depending on the length of time they will remain open. NR 503.10(4)(a)6.6. Access to the landfill shall be restricted through the use of fencing, natural barriers or other methods approved in writing by the department. NR 503.10(4)(a)7.7. Effective means shall be taken to limit access to the active disposal area to minimize exposure of the public to hazards. NR 503.10(4)(a)8.8. Effective means shall be taken to control birds, flies, rodents, deer and other animals. NR 503.10(4)(a)9.9. Equipment shall be available on-site to control accidental fires and arrangements shall be made with the local fire protection agency to acquire its services when needed. NR 503.10(4)(a)10.10. A facility manager or certified site operator as required in s. NR 524.05 shall be present at the landfill during all hours of operation as defined in s. NR 524.03 (3). A list of names of certified operators and certified facility managers shall be maintained at the landfill in accordance with s. NR 506.17. NR 503.10(4)(a)11.11. A gate shall be provided at the entrance to the operation and it shall be kept locked when an operator is not on duty. NR 503.10(4)(a)12.12. The gate area shall be policed at the beginning of each day of operation to remove any solid waste which has been placed there during periods when the landfill was closed.