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.
Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way 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 76A Single Lane / Level 1 76 0.00 Ending 0.70
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.
Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).
Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}
Additional Description If any additional information would help describe the property, include it here. Step 3 – Identify Lease Term 7.
ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.
Investment Description Each Fund will invest and reinvest its assets in accordance with the investment objective(s), policies and limitations specified in the prospectus (the “Prospectus”) relating to such Fund filed with the Securities and Exchange Commission (the “SEC”) as part of the Fund’s Registration Statement on Form N-1A, as it may be periodically amended or supplemented and in accordance with exemptive orders and no-action letters issued to the Trust by the SEC and its staff.
Short Description Post-Bachelor's
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.
