Solution Description and User Access Sample Clauses

Solution Description and User Access. Veracode will provide the Solution and Solution Output as described in an Order Form. Customer will identify a primary administrative username and password that will be used to set up Customer’s account. Customer may use the administrative user name and password to create subaccounts for its employee, contractor and consultant users (“Users”), each of which shall have unique login IDs and passwords. Customer shall be responsible for the acts or omissions of any of its Users who access the Solution using passwords or access procedures provided to or created by Customer. Veracode reserves the right to refuse registration of, or to cancel, login IDs of any Users who violate the terms of this Agreement. Customer agrees to notify Veracode promptly upon learning of any unauthorized use of Customer’s accounts or any other breach of security related to the Solution(s) and Veracode may temporarily suspend such accounts to mitigate the effects of any security event.
AutoNDA by SimpleDocs
Solution Description and User Access. Veracode will provide the Solution and Solution Output as described in an Order Form. Ordering activity will identify a primary administrative username and password that will be used to set up Ordering activity’s account. Ordering activity may use the administrative user name and password to create subaccounts for its employee users (each with unique login IDs and passwords). Ordering activity shall be responsible for the acts or omissions of any of its employees, contractors and consultants who access the Solution using passwords or access procedures provided to or created by Ordering activity. Veracode reserves the right to refuse registration of, or to cancel, login IDs that violate the terms of this Agreement. Ordering activity agrees to notify Veracode promptly upon learning of any unauthorized use of Ordering activity’s account or any other breach of security related to the Solution(s).

Related to Solution Description and User Access

  • REMOTE ACCESS SERVICES ADDENDUM The Custodian and each Fund agree to be bound by the terms of the Remote Access Services Addendum hereto.

  • 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.

  • User Access Transfer Agent shall have a process to promptly disable access to Fund Data by any Transfer Agent personnel who no longer requires such access. Transfer Agent will also promptly remove access of Fund personnel upon receipt of notification from Fund.

  • 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.

Time is Money Join Law Insider Premium to draft better contracts faster.