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on and mn-Off controls. The drainage and erosion plans sha[t be submitted to the <br />Planning D~partment with review by the Director of Public Works. The operator may <br />proceed with proposed construction within ten (10) calendar days of the Planning <br />Department'~s receipt of written submittal unless otherwise notified by the Planning <br />Department. The plans should incorporate the following measures: <br /> <br />(a) The proposed landfill shall be constructed against existing ridges such that all <br /> rainfhll on areas adjacent to the footprint shall drain away from the landfill. <br /> <br />(b) <br /> <br />Sedimentation basins shall be incorporated into the project design in places where <br />peak discharges would increase substantially. <br /> <br />(c) <br /> <br />Drainage facilities shall be constructed to accommodate the 1,000 year, 24- hour <br />storm, or current design storm as required by state or federal law. <br /> <br />47. <br /> <br />48. <br /> <br />In the eventi that springs or heavy seeps are encountered during site excavation for the <br />landfill, add!tional subgrade drainage measures shall be taken to ensure that there is no <br />seepage into the landfill and that groundwater/waste separation is maintained. Such <br />measures m~ty include additional geotextile drains, the extension of gravel chimney <br />drains up th¢ slope from the gravel drain on the floor of the landfill, and hydroaugers. <br />Other meashres also may be recommended by the project engineering geologist in <br />response to the local hydrogeological conditions. <br /> <br />The operato~ shall design the final grading and drainage of the Proposed Class II Landfill <br />Expansion tO minimize cover erosion. Design features shall include deck area slopes to <br />promote sheet drainage, a series of drainage benches, inlets, and down drains, debris/ <br />retention basins, and outlet structures. <br /> <br />PUBLIC HEALTH ? SAFETY <br /> <br />49. The operatok shall continue the application of the existing WMAC/ALRRF Special <br /> Waste Program (a process of identifying and characterizing each customer waste stream) <br /> to new designated wastes to be received by ALRRF. Designated wastes shall be accepted <br /> only from pre-approved generators. To be pre-approved, a generator shall submit <br /> information that may include analytical data to the operator demonstrating that its waste <br /> stream is nbn-hazardous prior to sending any waste to the landfill. Wastes with <br /> ambiguous analytical data (indicating that it could be hazardous) shall not be accepted by <br /> the operatorlfor disposal at the landfill until the waste is proven to be non-hazardous by <br /> supplemental testing. This measure would allow the landfill to employ inexpensive <br /> screening te~ts that could flag wastes that are potentially hazardous without rejecting <br /> them outrigt~t, while allowing definitely nonhazardous wastes to pass. Waste proven to <br /> be hazardous either by the screening tests or by supplemental tests shall be taken <br /> elsewhere. <br /> <br />50. <br /> <br />In accordange with State codes, any truck which disposes of municipal solid waste <br />(MSW) at the ALRRF may be inspected and approved or rejected by the LEA. In <br /> <br />17-B <br /> Final Altamont Settlement - Exhibit B <br /> <br /> <br />