TECHNICAL CATEGORY DESCRIPTION Sample Clauses

TECHNICAL CATEGORY DESCRIPTION. C3.2.1. This category comprises IAT Levels I, II, and III.
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Related to TECHNICAL CATEGORY DESCRIPTION

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

  • Client Categorisation 4.1. The client understands and accepts that each category of Clients has its individual level of regulative protection acknowledging that Retail Clients have the highest level of protection whereas Professional Clients and Eligible Counterparties are considered to be more experienced, informed, skilled and able to estimate their risk, therefore are provided with a lower level of protection.

  • Service Descriptions Available services for Transitional and Enhanced Supervision Services a. One (1) one-to-one meeting with the Contractor per week for case management services.

  • Minimum Customer Support Requirements for TIPS Sales Vendor shall provide timely and commercially reasonable support for TIPS Sales or as agreed to in the applicable Supplemental Agreement.

  • Service Description The Parties will provide Common Channel Signaling (CCS) to one another via Signaling System 7 (SS7) network Interconnection, in accordance with prevailing industry standards. Use of a third party provider of SS7 trunks is permitted.

  • 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 xxxxxx. In addition to runoff conveyance, the grass xxxxxx 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 [Municipality Name] accepts verification of construction from the project engineer.

  • Technical Specifications 1. A procuring entity shall not prepare, adopt or apply any technical specification or prescribe any conformity assessment procedure with the purpose or effect of creating an unnecessary obstacle to trade between the Parties.

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout NFSR Road No. Lane Width & Maintenance Level Mile Marker Begin End 9312 Single Lane / Level 1 NFSR 300 0.00 END 0.40

  • Site Description 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.

  • Statement of Work The Contractor shall provide the services and staff, and otherwise do all things necessary for or incidental to the performance of work, as set forth below:

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