Runoff Sample Clauses

Runoff. The increase in impervious surface area would increase the current volume of runoff from the area. Runoff from new roads, if not collected and treated, would create temporary, localized increases in water turbidity of drainage pathways and in the Tongass Narrows (see the discussion of turbidity effects in Section 3.1.1). In addition, some contaminants such as oil and metals from vehicle brake dust are also likely to reach the drainage pathways and Tongass Narrows. In the climate of Ketchikan, frequent rainfall would limit accumulation of these materials on roadways. Thus, it is unlikely that these materials would run off the bridge or roadways in concentrations that would create conditions harmful to biota; again, the high circulation rates in Tongass Narrows would quickly dilute and dissipate any releases.
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Runoff. Runoff enters the Barataria Bay estuarine system through a complex series of coastal swamps and wetlands, mostly from local precipitation. On a long-term (1961-1990) annual basis, precipitation over coastal Louisiana exceeds evaporation, thus, resulting in a net runoff into the Barataria Basin. Annual mean precipitation for the 30 years was reported as 160 cm (Xxxxxxx, 1987). In 1999, however, total precipitation was recorded as 114 cm due to the prolonged impact of the 1997-1998 El-Nino Southern Oscillation event, while the total amount of evaporation estimated using the GDIL1 data was about 124 cm. Hence, net freshwater input from the hydrological cycle must dictate the salinity distribution within the bay. Estuarine salinity decreases during periods of high runoff as the freshwater-saltwater interface moves down the estuary toward the sea, and it reverses when runoff decreases. There are several previous studies of runoff from land in Barataria Basin. Light et al. (1973) developed a hydrologic model to analyze freshwater flow in the Barataria area using the watershed management unit method. This model used precipitation, evapotranspiration, and physiographic data to calculate annual discharge from Bayous Chevreuil, Boeuf, and des Allemands. The investigators also developed a mean annual precipitation map based on a long- term record (1945-1970), and found mean annual rainfall excess values of more than 50.8 cm (20 inches) in the upper-basin watershed. Similarly, Xxxxxxxx et al. (1973) modeled runoff from land and freshwater inputs to water bodies using the cell method and assuming water losses from the water surface, both open and vegetation-covered. They computed the mean geographical distribution of freshwater flow over the basin. Wax et al. (1978) produced a water budget based on climatic conditions to estimate periods of freshwater surplus and deficit for the Barataria Basin system. Xxxxxx (1975) studied the characteristics of freshwater discharge and the drainage area near Lac des Allemands. He indicated that the freshwater inflow into Lac des Allemands was 42~54 m3 sec −1 under average flows and ~80 m3 sec −1 under peak flow conditions. Xxxxxxx and Xxxxxxx (1989) pro-rated this number to give a total runoff into the basin ~150 m3 sec −1 . Xxxxxx (1975) estimated that the freshwater input to the Barataria Basin was 12 × 106 m3 per tidal cycle or 266 m3 sec −1 . Xxxxxx (1982) estimated that the total precipitation over Barataria Basin was 21 × 106 m...
Runoff. The Contractor must maintain these policies on a claims-made basis (or run off cover if the business has ceased) for at least 10 years after the expiry or termination of this Agreement.
Runoff. The natural runoff flowing into wellhead areas shall be allowed and all new stormwater run-off shall be diverted around the wellhead protection areas wherever practical.
Runoff. If an insurance policy effected and maintained under this clause 16. is a claims made policy, the Clinical Advisor must maintain a current policy (or run off cover if the Clinical Advisor has ceased to provide services) for at least 10 years after the expiry or termination of this Agreement. The provisions of this clause survive the expiration or earlier termination of this Agreement and do not modify or limit any indemnity provided under clause 15..

Related to Runoff

  • Drinking Water Adequate arrangement shall be made for the supply of drinking water. If practicable filtered and chlorinated supplies shall be arranged when supplies are from intermittent sources overhead storage tank shall be provided with capacity of five liters a person per day. Where the supply is to be made from a well, it shall conform to the sanitary standard laid down in the report of the Rural Sanitation Committee. The well should be at least 30 meters away from any latrine or other source of population. If possible, hand pump should be installed for drinking water from well. The well should be effectively disinfected once every month and the quality of water should be got tested at the public Health Institution between each work of disinfecting.

  • Smoke This peril means sudden and accidental damage from smoke, including the emission or puffback of smoke, soot, fumes or vapors from a boiler, furnace or related equipment. This peril does not include loss caused by smoke from agricultural smudging or industrial operations.

  • Archiving and Reuse Self-Archiving: The Publisher permits the Rights Holder to archive the Contribution in accordance with the Publisher's guidelines, the current version of which is set out in the Appendix "Author's Self-Archiving Guidelines".

  • 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.

  • Resource Adequacy (a) During the Delivery Term, Seller grants, pledges, assigns and otherwise commits to Buyer all of the Project’s Contract Capacity, including Capacity Attributes from the Project, to enable Buyer to meet its Resource Adequacy or successor program requirements, as the CPUC, CAISO and/or other regional entity may prescribe, including submission of a Supply Plan or Resource Adequacy Plan (“Resource Adequacy Requirements”). From the Execution Date, and for the duration of the Delivery Term, Seller shall take all commercially reasonable actions, including complying with all applicable registration and reporting requirements, and execute any and all documents or instruments necessary to enable Buyer to use all of the capacity of the Project, including Capacity Attributes, to be committed by Seller to Buyer pursuant to this Agreement to meet Buyer’s Resource Adequacy Requirements during the Delivery Term.

  • Safety Glasses 10.3.1 Where a teacher is considered to be working in an “eye danger” area, the teacher shall receive a personal issue of standard neutral safety glasses which shall remain the property of the employer.

  • GARBAGE DISPOSAL, RECYCLING, AND BIODEGRADABLE MATERIALS A. Concessionaire shall be responsible for maintaining the cleanliness of the Concession Premises. Concessionaire shall ensure placement of all garbage and trash generated by the Concession Operation in designated containers and that said containers are emptied daily, or as more frequently required by Department, at a location within the Area designated by Department. Disposal costs from this latter location shall be borne by Department. Concessionaire shall provide such additional trash containers as may be required to keep the immediate Concession Premises clean at all times. The type of trash containers provided by Concessionaire shall be approved by Department prior to use.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • 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.

  • Fish and Wildlife Service 2002c. Colorado pikeminnow (Ptychocheilus lucius) recovery goals: amendment and supplement to the Colorado Squawfish Recovery Plan.

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