Current Activities. For the City of Bunbury and Bunbury Water Board the Group currently carries out the following work: Building Construction and Maintenance All Parking, Regulatory, Street Names, Information Signs and Road Marking Electrical Maintenance and Installation Painting Joinery and Cabinet Making Tiling Bricklaying Sheet Metal Work
Current Activities. Good teamwork exists in the group at present, although it is recognised this lacks focus and procedures must be set in place to formalise what is presently common practice within the group. The group presently conducts both formal and informal consultative meetings.
Current Activities. Empowerment already exists within the work teams who are able to manage their work tasks as they see fit to achieve the required results.
Current Activities. A traditional management structure exists within the workplace with limited empowerment amongst most workers. Authority and responsibility for significant decision making generally lies with the Workshop Supervisor and the Construction Maintenance Engineer.
Current Activities. The Construction and Maintenance Local Work Area construct and maintain roads, drains and footpaths. The group also reinstates these after service/installation works of other authorities. Council undertakes works which may disrupt customers. Customers are nxxxxxxx xx works by Householder notification letters, road signs, radio and newspaper announcements.
Current Activities. (i) On the date of the Financial Situation, and save for what stated in the Contract and fin its Annexes and until the date of the Closing, all Company’s activities have been and will be carried out in the ordinary way and following the same principles as the ones used in the past, and no facts or events have occurred, that could have a negative impact on Company’s financial situation or on its activities.
Current Activities. The group is already multiskilled but opportunity exists for further training and skills development.
Current Activities. Site preparation activities, including grading, and cap reconstruction, have been ongoing since June, 1995 to prepare for Site development. The cap reconstruction was completed by the end of May 1996. As part of preparation work for the proposed development, additional fill was 5 363 [GEOMATRIX LOGO] placed in the low-lying areas of the Site to meet final grade requirements, and the thickness of the clay cap and the extent of the refuse fill were investigated. During this investigation, the refuse fill was found to extend beyond the previously identified limits based on soil borings drilled at various locations and test pits excavated on a grid pattern across the low-lying area. Based on this work, the lateral limit of refuse at the Site has been revised as shown on Figure 4. Details of the test pit program are included in Appendix B. The test pit and soil boring program also identified areas where the thickness and makeup of the clay cap did not meet the requirements for a final cover according to Article 8, Section 2581 of Chapter 15 of the CCR. To meet the requirements, a minimum of 1 foot of low-permeability material, such as Bay Mud, and a 1-foot protective layer has been placed across the former landfill areas. Work has been completed to extend the cap to cover the newly defined extent of refuse. In addition, a cut-off wall is in the process of being constructed at the outer boundaries of the refuse areas. The cut-off wall will consist of the low-permeability layer within the cap which has been keyed into the adjacent Bay Mud to minimize potential future migration of leachate from the landfill. This new cut-off wall, in addition to the existing cut-off wall along the eastern boundary of the site effectively isolates the refuse fill area. Schematic design drawings illustrating the cap construction and low-permeability "key" are contained in Appendix C. A report of this work will be submitted under separate cover. It should be noted that topographic contours presented on figures in this report are based on pre-construction site conditions. In addition, monitoring well locations were recently surveyed; figures in this report reflect the surveyed locations of the monitoring wellx. Xxveral monitoring well locations (specifically K-1, X-0, X-0, X-0, X-0, X-0X, X-2B, X-0, X-0, X-0, X-0, X-0, X-0X, X-0X, XX-2) were shifted from locations shown in previously submitted site plans to accurately reflect the surveyed positions.
Current Activities. As of the Fifth Amendment Effective Date, Senomyx hereby represents and warrants that of such date it is not conducting and is not planning to conduct, alone or with any third party, research and development with respect to any compound that Senomyx has identified on or before the Fifth Amendment Effective Date as providing a cooling taste effect. Notwithstanding the preceding statement, Senomyx continues [...***...].
Current Activities. This group does not have full knowledge of the services provided by other LWA’s in City of Bunbury. • A “duty xxxxxxx” system exists, but could be improved.
