Banking in Project Reservoirs Sample Clauses

Banking in Project Reservoirs. EWA assets may be stored, or “banked”, in project reservoirs upstream of the Delta and in San Luis Reservoir, provided the Projects do not incur any additional adverse operational impacts.
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Banking in Project Reservoirs. EWA water may be stored in project reservoirs upstream of the Delta as well as in San Luis Reservoir, with a lower priority than regular project water. The EWA will share this storage priority with water acquired for Level 4 refuge needs.

Related to Banking in Project Reservoirs

  • Horizontal Movement The Board encourages all unit members to improve their skills through advanced training and, as an inducement thereto, provides extra compensation for those who do so successfully. The Board delegates to the Superintendent the responsibility for assuring that unit members comply with the following regulations when claiming credit for advanced studies.

  • CURVE WIDENING The minimum widening placed on the inside of curves is:  6 feet for curves of 50 to 79 feet radius.  4 feet for curves of 80 to 100 feet radius.

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • UNDERGROUND LOCATIONS Prior to the Company commencing any work the Customer must advise the Company of the precise location of all underground services on the site and clearly xxxx the location. The underground mains and services the Customer must identify include, but are not limited to, telephone cables, fibre optic cables, electrical services, gas services, sewer services, pumping services, sewer connections, sewer sludge mains, water mains, irrigations pipes, oil pumping mains and any other services that may be on site. Whilst the Company will take all care to avoid damage to any underground services the Customer agrees to indemnify the Company in respect of all any liability claims, loss, damage, cost and fines as a result of damage to services not precisely located and notified pursuant to this clause.

  • 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.

  • MAINTENANCE OF THE SAID BUILDING / APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the association of the allottees. The cost of such maintenance has been included in the Total Price of the [Apartment/Plot]. [Insert any other clauses in relation to maintenance of project, infrastructure and equipment]

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • 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.

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

  • Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.

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