Stockpile Management Sample Clauses

Stockpile Management. In lieu of House and Senate direction, the agreement in- cludes funding consistent with the budget re- quest as Congress awaits the upcoming Nu- clear Posture Review (NPR). NNSA is di- rected to brief the Congressional Defense Committees on any departures from the fis- cal year 2022 budget request in the NPR.

Stockpile Management. The Contractor shall minimize stockpiling of materials at the job site. a) Covered with soil stabilization material or a temporary cover b) Surrounded with a linear sediment barrier Stockpiles of asphalt concrete and PCC rubble, HMA, aggregate base, or aggregate sub base must be: a) Covered with a temporary cover b) Surrounded with a linear sediment barrier Stockpiles of pressure-treated wood must be: a) Placed on pallets b) Covered with impermeable material Stockpiles of cold mix asphalt concrete must be: a) Placed on an impervious surface b) Covered with an impermeable material c) Protected from stormwater run-on and runoff The Contractor shall control wind erosion year round. The Contractor shall repair or replace linear sediment barriers and covers as needed to keep them functioning properly. Whenever sediment accumulates to 1/3 of the linear sediment barrier height, remove the accumulated sediment.

Stockpile Management. Stockpiles of potentially contaminated material must be constructed and maintained to prevent erosion, contact with stormwater runoff, dust generation, and worker contact. The water content of material to be stockpiled must be minimized to the extent practical prior to stockpiling to minimize drainage of free liquids from the stockpile. Each stockpile must be underlain by a low-permeability liner with a minimum thickness of 10 millimeters (mil), and adjacent sheets of liner must be continuously overlapped by a minimum of 3 feet. The ground surface on which the liner will be placed must be free of any objects that could damage the liner. Alternatively, a layer of geotextile or plywood may be placed beneath the liner to protect it in locations containing rocks or debris on the ground surface, or in areas through which vehicular traffic will travel. A berm must be constructed around each stockpile or stockpile area. The berm must contain sufficient area and volume to allow for ponding and control of liquids within it. Stockpiles must be covered when not in use. Stockpile covers must have a minimum thickness of 10 mils, and must be anchored as needed (e.g., sandbags) to prevent being removed by wind or other disturbance. Tears or discontinuities in the stockpile cover must be fixed immediately. Stockpiles must be inspected at least once per week to ensure they remain properly covered. Water or other liquids accumulating within the stockpile area must be collected and disposed of in accordance with applicable federal, state, and local laws, regulations, ordinances, and permits (see Section 3.3).