Surface Water Hydrology Sample Clauses

Surface Water Hydrology. Describe the facility's proximity (distance) to surface water bodies (e.g. coastal waters, lakes, rivers, creeks, drainage basins, floodplains, vernal pools, wetlands, etc.).
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Surface Water Hydrology. Since 2018, the monitoring of surface water levels and flow rates, prescribed by the Intergovernmental Agreement of 1995, has been carried out in accordance with amendments approved in 2017 in the frame of optimisation of the joint Slovak-Hungarian monitoring. Data collection on the Slovak side was carried out at eight gauging stations on the Danube, and one gauging station in the reservoir, on the Mosoni branch of the Danube, on the Little Danube and the on the Dobrohošť canal. In addition, operational data were monitored at Čunovo dam, the Gabčíkovo Power Plant and the right-side seepage canal. Surface water levels in the left-side river branch system were monitored at thirteen monitoring sites. Data collection on the Hungarian side was performed on eight gauging stations on the Danube, at four stations on the Mosoni Danube, two gauging stations on the right-side seepage canal, and one on the Zátonyi Danube. The surface water level in the right-side river branch system was observed at eighteen gauging stations. The list of gauging stations on the Slovak and the Hungarian territories is given in the Table 1-1. The observation network is presented in Fig. 1-1. Table 1-1: List of gauging stations No. ID Name Water body Station name Slovak side 1 1250 5127 Danube Bratislava - Devín 2 2848 5138 Danube - reservoir Čunovo dam, upper water level 3 2552 - Danube - old riverbed Čunovo dam, lower water level

Related to Surface Water Hydrology

  • 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.

  • 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.

  • 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.

  • WATERBEDS The Tenant: (check one) ☐ - Shall have the right to use a waterbed on the Premises. ☐ - Shall not have the right to use a waterbed on the Premises.

  • Slope Portions of an accessible route with running slopes steeper than 1:20 are ramps and shall comply with 4.8. The cross slope of an accessible route shall not be steeper than 1:48  See Figure 1 for required compliance  Near Unit #612: o grind, relevel or repour concrete curb ramp to 8.33% grade or less on slope

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

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