Approach description Sample Clauses

Approach description. The vertical interface has direct influence on the performance of the application since it is the platform that provides the physical resources to run the application. If the required application demands are not completely fulfilled by the platform guarantees, the application cannot deliver its full capabilities with the designed confidence. Thus, this has a direct impact on the horizontal services guarantees provided by the application to other applications. In other words, the horizontal guarantees of the application are influenced by the fulfillment of its vertical demands. The mediation of horizontal and vertical interfaces becomes highly relevant if different applications are integrated in the same platform, consequently influencing the horizontal guarantees provided by the application services. This occurs in the context of mixed criticality and dynamic updates where re- evaluation is required to assess whether the overall demands, both vertical and horizontal, are properly satisfied. To address the aforementioned issues, we introduce Multidirectional Modular Conditional Certificates (M2C2), a runtime certification approach that addresses both vertical and horizontal interfaces. The approach is realized through the synergy between VerSaI (in the context of vertical interfaces) and ConSerts (in the context of horizontal interfaces). In ConSerts, a service guarantee can be correlated to demands and their fulfillment by other application services’ guarantees. In M2C2, the services are additionally influenced by the guarantees of the platform. This relation is illustrated in Figure 3. During M2C2 contract resolution, the vertical application demands shall be fulfilled by platform guarantees before resolving the horizontal relations. If some of the vertical demands are not fulfilled, some of the application-service guarantees at the horizontal interfaces might not get validated.
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  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off- site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12- inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1-2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after Waukesha County accepts verification of construction from the project engineer.

  • Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}

  • Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.

  • Overtime Description For Paid Holidays: Holiday pay for all holidays shall be prorated based two hours per day for each day worked in the holiday week, not to exceed 8 hours of holiday pay. For Thanksgiving week, the prorated share shall be 5 1/3 hours of holiday pay for each day worked in Thanksgiving week. Overtime Time and one half the regular rate after an 8 hour day. Time and one half the regular rate for Saturday. Double time the regular rate for Sunday.

  • Service Description 2.1 General