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 Upgrades The Connecting Transmission Owner shall procure, construct, install, and own the System Upgrade Facilities and System Deliverability Upgrades described in Attachment 6 of this Agreement. To the extent that design work is necessary in addition to that already accomplished in the Class Year Interconnection Facilities Study for the Interconnection Customer, the Connecting Transmission Owner shall perform or cause to be performed such work. If all the Parties agree, the Interconnection Customer may construct System Upgrade Facilities and System Deliverability Upgrades.
5.2.1 As described in Section 32.3.5.3 of the SGIP in Attachment Z of the ISO OATT, the responsibility of the Interconnection Customer for the cost of the System Upgrade Facilities and System Deliverability Upgrades described in Attachment 6 of this Agreement shall be determined in accordance with Attachment S of the ISO OATT, as required by Section 32.3.5.3.2
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.
Layout a. Estimate and quantity sheet
(1) List of all bid items
(2) Bid item quantities
(3) Specification item number
(4) Paid item description and unit of measure
b. Basis of estimate sheet (list of materials)
c. General notes and specification data.
d. Condition diagram
(1) Highway and intersection design features
(2) Roadside development
(3) Traffic control including illumination
e. Plan sheet(s)
(1) Existing traffic control that will remain (signs and markings)
(2) Existing utilities
(3) Proposed highway improvements
(4) Proposed installation
(5) Proposed additional traffic controls
(6) Proposed illumination attached to signal poles.
(7) Proposed power pole source
f. Notes for plan layout
g. Phase sequence diagram(s)
(1) Signal locations
(2) Signal indications
(3) Phase diagram
(4) Signal sequence table
(5) Flashing operation (normal and emergency)
(6) Preemption operation (when applicable)
(7) Contact responsible Agency to obtain interval timing, cycle length and offset
h. Construction detail sheets(s)
(1) Poles (State standard sheets)
(2) Detectors
(3) Pull Box and conduit layout
(4) Controller Foundation standard sheet
(5) Electrical chart i. Marking details (when applicable)
Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.
Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.
Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.
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.
System Timeout The system providing access to PHI COUNTY discloses to 11 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY 12 must provide an automatic timeout, requiring re-authentication of the user session after no more than 13 twenty (20) minutes of inactivity.
Contract Database Metadata Elements Title: Great Neck Union Free School District and Great Neck Paraprofessionals Association (2011) Employer Name: Great Neck Union Free School District Union: Great Neck Paraprofessionals Association Local: Effective Date: 07/01/2011 Expiration Date: 06/30/2015 PERB ID Number: 5132 Unit Size: Number of Pages: 28 For additional research information and assistance, please visit the Research page of the Catherwood website - xxxx://xxx.xxx.xxxxxxx.xxx/library/research/ For additional information on the ILR School - xxxx://xxx.xxx.xxxxxxx.xxx/ ARTICLE# TITLE PAGE# Preamble 2 Article 1 Association Rights 2 Article 2 Board-Administration-Association Relationship and Procedures 4 Article 3 Exchange of Proposals 6 Article 4 Professionals Duties and Responsibilities of Paraprofessionals 7 Article 5 Work Assignments 8 Article 6 Annual Appointment 10 Article 7 Selection and Promotion 10 Article 8 Evaluations and Standards 11 Article 9 Procedures for Termination of Employment 11 Article 10 Conferences 12 Article 11 Human Resource File 12 Article 12 Professional Growth 13 Article 13 Sick Leave 14 Article 14 Personal Leave 16 Article 15 Other Leaves 17 Article 16 Grievance Procedures 18 Article 17 Legal Assistance 19 Article 18 Conformity to Law 19 Article 19 Health Insurance 20 Article 20 Retirement Plan 20 Article 21 Salary Schedule 21 Article 22 Seniority Policy 23 Article 23 Compensation for Financial Loss 24 Article 24 Duration of Agreement 25 Appendix A Determination of Negotiating Unit 25 Appendix B Payroll Deduction Authorization 26 Appendix C Bus Aides 26 Appendix D Salary Schedules 27
