Maintenance Manual No later than 60 (sixty) days prior to the Project Completion Date, the Contractor shall, in consultation with the Authority’s Engineer, evolve a maintenance manual (the “Maintenance Manual”) for the regular and preventive maintenance of the Project Highway in conformity with the Specifications and Standards, safety requirements and Good Industry Practice, and shall provide 5 (five) copies thereof to the Authority’s Engineer. The Authority’s Engineer shall review the Maintenance Manual within 15 (fifteen) days of its receipt and communicate its comments to the Contractor for necessary modifications, if any.
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 ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ 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 Waukesha County accepts verification of construction from the project engineer.
Statement of Work The Statement of Work to which Grantee is bound is incorporated into and made a part of this Grant Agreement for all purposes and included as Attachment A.
Innovative Scheduling Schedules which are inconsistent with the Collective Agreement provisions may be developed in order to improve quality of working life, support continuity of resident care, ensure adequate staffing resources, and support cost-efficiency. The parties agree that such innovative schedules may be determined locally by the Home and the Union subject to the following principles: (a) Such schedules shall be established by mutual agreement of the Home and the Union; (b) These schedules may pertain to full-time and/or part-time employees; (c) The introduction of such schedules and trial periods, if any, shall be determined by the local parties. Such schedules may be discontinued by either party with notice as determined through local negotiations; (d) Upon written agreement of the Home and the Union, the parties may agree to amend collective agreement provisions to accommodate any innovative unit schedules; (e) It is understood and agreed that these arrangements are based on individual circumstances and each agreement is made on a without prejudice or precedent basis. (f) It is understood and agreed that these arrangements can be utilized for temporary job postings for seasonal coverage (e.g. weekend workers, etc.).
Functionality Customer is entitled to additional functionality previously purchased or bundled with the software if available in the version or update released on or after the start date of the Agreement. Customer acknowledges that certain functionality in current and previous software versions may not be available in future upgrades. Added functionality may require additional paid services (clinical and technical) to configure and support.