WATER AND SEDIMENT Sample Clauses

WATER AND SEDIMENT. The specified maximum Water & Sediment content for Fuel Oils provided under this contract shall be as specified in Table I and Table II, elsewhere herein. Delivered product having a water & sediment content greater than the specified percent shall be adjusted in price as specified elsewhere herein for NON-COMPLYING PRODUCT. Delivered product having a water & sediment greater than the specified percent shall be removed from the purchasing agency’s tank and replaced with product conforming to specifications, at purchasing agency’s discretion based on excessive filter maintenance and/or poor burner performance. The Water & Sediment content shall be determined using - ASTM Test Method D1796 (IP #75/82), latest revision thereof, or approved equivalent method; or the sum of the results of ASTM D95 (IP #74/84) plus (+) ASTM D473-07 (2012), latest revision thereof, or approved equivalent method, relative to the individual characteristics of the product being tested.
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WATER AND SEDIMENT. The intended Water & Sediment (W & S) content for Fuel Oils provided under this contract shall be two hundredths (0.02% V/V) of a percent. Delivered product having a water & sediment content greater than five hundredths (0.05% V/V) of a percent shall be adjusted in price as stated elsewhere herein for NON-COMPLYING PRODUCT. Delivered product having a water & sediment greater than five hundredths (0.05% V/V) of a percent shall be removed from the purchasing agency’s tank and replaced with product conforming to specifications, at purchasing agency’s discretion based on excessive filter maintenance and/or poor vehicle performance. The Water & Sediment content shall be determined using - ASTM Test Method D1796-04 (IP #75/82), or latest revision thereof. Product with W & S over 0.02% V/V but not over 0.05% V/V shall have additives ensuring smooth engine combustion and may be considered for this solicitation. A haze rating @ 25°C (77F) shall be a maximum of 2 using ASTM Method D4176-04 (2009) (Procedure 2) or latest revision thereof.
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WATER AND SEDIMENT. Delivered product having a water & sediment content greater than five hundredths (0.05% V/V) of a percent shall be adjusted in price as detailed in the NON-COMPLYING PRODUCT & OPERABILITY TABLE FOR PRICE DEDUCTIONS. Delivered product having a water & sediment greater than seven hundredths (0.07% V/V) of a percent shall be removed from the purchasing agency’s tank and replaced with product conforming to specifications, at purchasing agency’s discretion based on excessive filter maintenance and/or poor vehicle performance.
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WATER AND SEDIMENT. The majority of the freshwater entering the Port comes from the drainages of the Xxxx River, Valdez Glacier Stream, Mineral Creek, and Xxxxx Glacier Stream. In summer the low- density freshwater flows along the surface of the Port until it mixes with salt water flowing in through the Xxxxxx Narrows. Most of the freshwater drains into the north and east sections of the Port and then circulates in a counter-clockwise direction, resulting in lower surface water salinities in the northeast than in the southwest. Summer runoff carries high particulate loads released mostly from melting glaciers (Xxxxxx and Burbank, 1973). An estimated 90% of this suspended material is deposited within the Port as silt and coarse clay. Since the majority of sediment deposited in the Port is brought in by freshwater runoff, the sediment type and accumulation rate differ in the northeastern and southwestern ends of the Port. Coarser particles tend to settle out at a greater rate in the northeastern end while finer materials deposit more in the southwestern end of the Port (Xxxxxxx et al., 1979; Xxxxx and Xxxxx, 1988). Sedimentation rates in Port Xxxxxx are highly seasonal. In winter, stream flow and sedimentation are at a minimum. In summer when snow and glacial melt occur, streams flowing into the Port are loaded with silt and clay particles. Xxxxxx and Burbank (1973) estimated an overall sedimentation rate of 1.67 cm/yr in the Port. The estimates varied from less than 1 cm/yr in the western Port to 13.5 cm/yr at a site in the eastern Port. The bathymetry of the Port makes it a trap for large quantities of glacial sediments which are chemically unweathered and low in organic carbon (Xxxxxx and Burbank, 1973). These factors are important in determining both the chemical character of the sediments and the biological communities which those sediments support. While nearshore sediments are coarse- grained, those in the deep basin are fine-grained. Although the sediments in a few areas, such as the Duck Flats and the municipal small boat harbor, are enriched organically and may become anoxic at times, most sediments in the Port are low in organic matter (<1% total organic carbon) and well oxygenated. The low organic content and exchange capacity of clay minerals in the sediments results in a low affinity for dissolved hydrocarbons and other organic chemicals (Xxxxx et al., 1990). The combination of low organic carbon and the high deposition rate of fine grained sediments also strongly...
Sample 1

Related to WATER AND SEDIMENT

  • Erosion and Sediment Control The Contractor shall install and maintain erosion and sediment control devices to prevent adjacent streets, storm drains and property from accumulations of soil, sediment, or dust which result from his work. Devices installed to control sediment and prevent erosion shall comply with the requirements of the Georgia Tech Project Superintendent. The Contractor is responsible for monitoring downstream conditions throughout the construction period and clearing any debris, sediment, and dust caused by the progress of the Work. The Contractor shall inspect, maintain, and clear erosion and sediment control devices at least weekly unless otherwise directed by the Georgia Institute of Technology Construction Manager. At the conclusion of the Work, the Contractor shall remove all installed devices and restoring the site to the satisfaction of the Georgia Tech Construction Manager.

  • 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.

  • Water Provide hot water for lavatory purposes and cold water for drinking, lavatory and toilet purposes.

  • Water Quality 8.1. The Supply shall comply with the quality standards imposed by the Act and the Water Quality Regulations, PROVIDED ALWAYS that where a particular standard is the subject of a legal instrument accepted or issued by the Secretary of State or the Chief Inspector of Drinking Water under the provisions of the Act or the Water Quality Regulations, compliance with the terms of the relevant legal instrument shall be deemed to be compliance with the relevant quality standard imposed by the Act or the Water Quality Regulations (as the case may be), in which case the Water Company shall provide the New Appointee with a certified copy of any such authorised departure or undertaking. Each party undertakes to keep the other party fully informed of any discussions which take place at any time hereafter with the Secretary of State for the proposed issue of a legal instrument and of the outcome thereof.

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

  • Indoor Air Quality The Employer shall ensure a healthful air quality and attempt to ensure comfortable air temperature in buildings it owns and in space that it leases.

  • 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.

  • Watering C.10.1. The Contractor shall water lawns, flowers, shrubs, and trees to provide for moisture penetration to a depth of 7 centimeters. If natural precipitation is sufficient to fulfill this requirement, the Contractor may request the COR's permission to suspend watering to avoid too much water in the soil.

  • Weighing and Scaling Costs Purchaser agrees to pay for all weighing costs for logs delivered regardless if logs are purchased on a weight or scale basis. In addition, Purchaser agrees to pay for all scaling costs for logs delivered on a scale basis. Purchaser also agrees to pay for all costs associated with the transmission and reporting of scale or weight data.

  • Parking and Transportation ‌ The Union agrees that during the life of this Agreement, the University may apply changes in transportation policy, including adjusting parking and U-Pass fees and criteria for assigning parking spots, to the bargaining unit without the obligation to bargain with the Union. The Union may raise issues and concerns about the University’s parking program at Joint Labor/Management Committee meetings or at ad hoc Labor Management Committee meetings. The Union shall have a standing seat on the University’s committee(s) that work on transportation and parking issues.

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