Change in Groundwater Storage (§357 Sample Clauses

Change in Groundwater Storage (§357. 4(b)(3)(B))‌ The Tule Subbasin shall use the following data and methods to measure or estimate change in annual groundwater storage:
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Related to Change in Groundwater Storage (§357

  • Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.

  • 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.

  • 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.

  • Power Factor Design Criteria (Reactive Power A wind generating plant shall maintain a power factor within the range of 0.95 leading to 0.95 lagging, measured at the Point of Interconnection as defined in this LGIA, if the ISO’s System Reliability Impact Study shows that such a requirement is necessary to ensure safety or reliability. The power factor range standards can be met using, for example without limitation, power electronics designed to supply this level of reactive capability (taking into account any limitations due to voltage level, real power output, etc.) or fixed and switched capacitors if agreed to by the Connecting Transmission Owner for the Transmission District to which the wind generating plant will be interconnected, or a combination of the two. The Developer shall not disable power factor equipment while the wind plant is in operation. Wind plants shall also be able to provide sufficient dynamic voltage support in lieu of the power system stabilizer and automatic voltage regulation at the generator excitation system if the System Reliability Impact Study shows this to be required for system safety or reliability.

  • Dangerous Goods, Special Wastes, Pesticides and Harmful Substances Where employees are required to work with or are exposed to any dangerous good, special waste, pesticide or harmful substance, the Employer shall ensure that the employees are adequately trained in the identification, safe handling, use, storage, and/or disposal of same.

  • Subloop Elements 2.8.1 Where facilities permit, BellSouth shall offer access to its Unbundled Subloop (USL) elements as specified herein.

  • Prohibition Against Selecting and Installing Products Containing Hazardous Materials The Contractor shall not select, install or otherwise incorporate any products or materials containing Hazardous Materials within the boundaries of the Site. Should the Contractor or any Subcontractors have knowledge that, or believe that, an item, component, material, substance, or accessory within a product or assembly selected by the Contractor or any Subcontractor may contain Hazardous Materials it is the Contractor’s responsibility to secure a written certification from the manufacturer of any suspected material which identifies the specific Hazardous Material(s) contained, together with the Material Safety Data Sheets (MSDS) for such materials which shall be submitted to the Owner and Design Professional.

  • First sampling In the first sampling four lamps are selected at random. The first sample of two is marked A, the second sample of two is marked B.

  • 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.

  • Reactive Power and Primary Frequency Response 9.6.1 Power Factor Design Criteria

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