Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.
Surface Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner. Blading shall not undercut the backslope or cut into geotextile fabric on the road. If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock. Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator. Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator. For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.
Water Provide hot water for lavatory purposes and cold water for drinking, lavatory and toilet purposes.
Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.
Vegetation No trees or other vegetation may be removed from the site without prior approval from the Town, except in accordance with Section 4 above and pursuant to the Annual Plan.
Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.
Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.
Resource Conservation Chapter 5 of the San Francisco Environment Code (“Resource Conservation”) is incorporated herein by reference. Failure by Contractor to comply with any of the applicable requirements of Chapter 5 will be deemed a material breach of contract.
Clean Air A. The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et seq . The Contractor agrees to report each violation to the FCRTA and understands and agrees that the FCRTA will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office.
Irrigation Systems The Project Area either has no irrigation system or a low-volume drip irrigation system. If a watering system is used, it is a drip irrigation system equipped with a filter, pressure regulator and emitters rated at twenty (20) gallons per hour (gph) or less. The system is maintained free of leaks and malfunctions. No spray irrigation is applied to the Project Area, including spray from irrigation systems adjacent to the Project Area.
