System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.
System Access CUSTOMER agrees to provide to PROVIDER, at CUSTOMER’S expense, necessary access to the mainframe computer and related information technology systems (the “System”) on which CUSTOMER data is processed during the times (the “Service Hours”) specified in the PSAs, subject to reasonable downtime for utility outages, maintenance, performance difficulties and the like. In the event of a change in the Service Hours, CUSTOMER will provide PROVIDER with at least fifteen (15) calendar days written notice of such change.
System Access Control Data processing systems used to provide the Cloud Service must be prevented from being used without authorization.
Market Abuse 13.1 The Client acknowledges that he will not enter into any transaction which falls within the definition of market abuses of Seychelles Securities Xxx 0000 as amended. This rule applies to all forms of market abuse such as xxxxxxx xxxxxxx (an abusive exploitation of privileged confidential information), the misuse of information and directors trading in shares of their own companies; 13.2 If the Company suspects or has reasonable grounds to believe that the Client has been engaged into an abusive behavior as indicated above the Company reserves the rights to void and/or cancel part or all Client’s abusive trading transactions, close all and any of the Client’s trading accounts and terminate this Agreement under s.21.
System Upgrade Facilities and System Deliverability Upgrades Connecting Transmission Owner shall design, procure, construct, install, and own the System Upgrade Facilities and System Deliverability Upgrades described in Appendix A hereto. The responsibility of the Developer for costs related to System Upgrade Facilities and System Deliverability Upgrades shall be determined in accordance with the provisions of Attachment S to the NYISO OATT.
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.