Position Description The employee shall be responsible for drafting his/her position description form and shall forward it to his/her supervisor for approval. When the employee and the supervisor disagree on the job description, they shall meet promptly and attempt to reach an agreement on the employee's job duties. In the event that an agreement cannot be reached, the supervisor will finalize the job description in accordance with the supervisor's understanding and expectations of the position. The employee may submit his or her comments for the classification analyst to consider when reviewing the position description.
Position Descriptions Individual position descriptions shall be reduced to writing and delineate the duties currently assigned to an employee’s position. A dated copy of the position description shall be given to the employee upon assuming the position and when the position description is amended. The individual position description shall be subject to at least an annual review with the employee. Nothing contained herein shall compromise the right or the responsibility of the Agency to assign work consistent with the classification specification.
Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout ple S am 76P Single Lane / Level 1 76 0.00 Ending 0.30
Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.
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.
Overtime Description Time and one half the regular rate for Saturday for the first eight hours worked. Double time the regular rate for Saturday for work performed in excess of eight hours. Overtime Time and one half the regular rate after an 8 hour day. Double time the regular rate for Sunday. Double time the regular rate for work on the following holiday(s). Paid Holidays New Year's Day Xxxxxxx's Birthday President's Day Memorial Day Independence Day Labor Day Columbus Day Veteran's Day Thanksgiving Day Christmas Day Employees must work at least one day in the payroll week in which the holiday occurs to receive the paid holiday (Operating Engineer Local #15-D) ENGINEER - OPERATING Back Filling Machines, Cranes, Mucking Machines and Dual Drum Paver. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $71.75 Backhoes, Power Shovels, Hydraulic Clam Shells, Steel Erection, Moles and machines of a similar nature. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $74.29 Mine Hoists, Cranes, etc. (Used as Mine Hoists) Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $76.67 Gradealls, Keystones, Cranes on land or water (with digging buckets), Bridge Cranes, Vermeer Cutter and machines of a similar nature, Trenching Machines. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $74.84 Pile Drivers & Rigs (employing Dock Builder foreperson): Xxxxxxx Xxxxx, Tunnel Shovels. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $73.36 Mixers (Concrete with loading attachment), Concrete Pavers, Cableways, Land Derricks, Power Houses (Low Air Pressure Units). Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $69.69 Barrier Movers , Barrier Transport and Machines of a Similar Nature. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $56.25 Utility Compressors Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $43.63 Horizontal Boring Rig Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $66.26 Elevators (manually operated as personnel hoist). Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $60.89 Compressors (Portable 3 or more in battery), Driving of Truck Mounted Compressors, Well-point Pumps, Tugger Machines Well Point Pumps, Churn Drill. Effective Period: 7/1/2015 - 6/30/2016 Wage Rate per Hour: $47.28
Program Description The employer agrees to provide a vision benefit to eligible employees and dependents. The vision benefit provided by the State shall have an employee co-payment of $10 for the comprehensive annual eye examination and $25 for materials.
Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}
SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.
Product Description The lead products covered by this Settlement Agreement is limited to following Amazon Identification Number (ASIN) B07Y35S3M9, with the description, "DEVMO 63/37 Tin Lead Rosin Core Flux 0.8mm Diameter Soldering Solder Wire 100g Reel," which was offered for sale by the Settling Entity on xxxxxx.xxx, hereinafter the “Product” or “Products.”
