OTHER TYPES OF LEAVE Court Leave
Account Types The Financial Institution agrees that each Collateral Account is, and will be maintained as, either a “securities account” (as defined in Section 8-501 of the UCC) or a “deposit account” (as defined in Section 9-102(a)(29) of the UCC).
Shift Rotation Routine shift rotation is not an approach to staffing endorsed by the Employer. Except for emergency situations where it may be necessary to provide safe patient care, shift rotation will not be utilized without mutual consent. If such an occasion should ever occur, volunteers will be sought first. If no one volunteers, the Employer will rotate shifts on an inverse seniority basis until the staff vacancies are filled.
Contract Changes Changes may not be made in the terms and conditions of this contract without the agreement and written permission of the Director of Residence Life or the Director’s designee.
Other Methods of Procurement of Goods and Works. The following table specifies the methods of procurement, other than International Competitive Bidding, which may be used for goods and works. The Procurement Plan shall specify the circumstances under which such methods may be used: (a) National Competitive Bidding (b) Shopping (c) Direct Contracting
Account Histories The Transfer Agent may receive any fees reasonably related to the cost incurred by the Transfer Agent to prepare, at the request of a shareholder, an account history or provide other research information for any year(s) prior to the calendar year in which the request is made by the shareholder.
WAGES AND CLASSIFICATIONS 42.01 The classification and wages for persons covered by the Collective Agreement shall, during the term of the Agreement, be as set out in Schedule "D" attached hereto. 42.02 Where a Child and Youth Worker II or III, who has a minimum of three (3) years continuous service in his/her current position wishes, for the purposes of career development and experience to apply for a Child and Youth Worker position which is classified one level lower, s/he may apply to the Chief Human Resources Officer to have this position considered as a secondment for a maximum of one (1) year through which s/he will retain his/her current salary. (a) If a new job is established by the Employer, the Joint Job Evaluation Committee will evaluate the job. In circumstances where it is impossible for either party to convene the Joint Job Evaluation Committee, or a rating cannot be agreed upon prior to the posting of a newly created job, the Employer will set the initial wage rate. It is agreed that the newly created job will be reviewed by the Joint Job Evaluation Committee no later than three (3) months after the date that the new job is posted, unless otherwise agreed. Any increase in rate of pay resulting from such a review shall be retroactive to the start date(s) of the employee(s) in the new position. In the event that the rate of pay decreases, any decrease shall not apply to present incumbents. If the parties are unable to agree upon the rate of pay, the procedure set out in Article 42.04 shall apply. At the request of either party, all newly created jobs shall be re-reviewed by the Joint Job Evaluation Committee within twelve (12) months of the start date of the new job. Any increase in rate of pay resulting from such a review shall be retroactive to the start of the new job. In the event that the rate of pay decreases, any decrease shall not apply to present incumbents. If the parties are unable to agree upon the rate of pay, the procedure set out in Article 42.04 shall apply. (b) Where the duties and responsibilities of an employee’s job are changed by the Employer in a substantive manner, so that a job is no longer properly classified and the rate should be changed, either the employee or the Employer may request that the job be reviewed by the Joint Job Evaluation Committee. Any such request must be made within six (6) months of the changes to the duties and responsibilities being made by the Employer. The job will be reviewed by the Joint Job Evaluation Committee no later than three (3) months after the request. It is understood that the cumulative effect of small changes may result in change “in a substantive manner”. Any increase in rate of pay resulting from such a review shall be retroactive to the date that the request was made which resulted in a re- classification. In the event that the rate of pay decreases, any decrease shall not apply to present incumbents. If the parties are unable to agree upon the rate of pay under a changed job as referred to above, the procedure set out in Article 42.04 shall apply with the appropriate changes. No job will be reviewed under section (b) more than once every twelve
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.
Model List your model number of the product you are bidding.
Hot Weather Guidelines For the purposes of site based discussions regarding the need to plan and perform work during expected periods of hot weather, the following issues shall be considered in conjunction with proper consideration of Occupational Health and Safety issues.