Flexible Work Schedule A flexible work schedule is any schedule that is not a regular, alternate, 9/80, or 4/10 work schedule and where the employee is not scheduled to work more than 40 hours in the "workweek" as defined in Subsections F. and H., below.
Project Summary The main objective of the LIFE GAIA Sense project is to demonstrate gaiasense, an innovative “Smart Farming” (SF) solution that aims at reducing the consumption of natural resources, as a way to protect the environment and support Circular Economy (CE) models. More specifically, this project will launch 18 demonstrators across Greece, Spain and Portugal covering 9 crops (olives, peaches, cotton, pistachio, potatoes, table tomatoes, industrial tomatoes, grapes, kiwi) in various terrain and microclimatic conditions. They will demonstrate an innovative method, based on high-end technology, which is suitable for being replicated and will be accessible and affordable to Farmers either as individuals or collectively through Agricultural Cooperatives. Moreover, LIFE GAIA Sense aims to promote resource efficiency practices in SMEs of the agricultural sector and eventually, contribute to the implementation of the Roadmap to a Resource Efficient Europe. This project will demonstrate a method on how the farmer will be able to decide either to use or avoid inputs (irrigation, fertilizers, pesticides etc.) in a most efficient way, without risking the annual production. The focus is on the resource consumption reduction side of CE, and the results will be both qualitatively and quantitatively, considering the resources’ efficiency in agricultural sector.
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.
Progress Update Information included with the annual Data Access Request (DAR) renewal or Closeout summarizing the analysis of controlled-access datasets obtained through the DAR and any publications and presentations derived from the work.
Budget Summary Other Sources (Page BudgetSum 2-3 - Acct 7000), must equal Other Uses (BudgetSum 2-3 - Acct. 8000). Estimated Beginning Fund Balance July,1 2020 for all Funds (Cells C3 - K3) (Line must have a number or zero. Do not leave blank.) OK Estimated Activity Fund Beginning Fund Balance July,1 2020 (Cell C83) (Cell must have a number or zero. Do not leave blank.) OK Transfer Among Funds (Funds 10, 20, 40 - Acct 7130 - Cells C29, D29, F29), must equal (Funds 10, 20 & 40 - Acct 8130 - Cells C52, D52, F52). OK Transfer of Interest (Funds 10 thru 90 - Acct 7140 - Cells C30:K30), must equal (Funds 10 thru 60, & 80 - Acct 8140 - Cells C53:H53, J53). OK Transfer to Debt Service to Pay Principal on Capital Leases (Fund 30 - Acct 7400 - Cell E39) must equal (Funds 10, 20 & 60 - Acct 8400 Cells C57:H60). OK Transfer to Debt Service to Pay Interest on Capital Leases (Fund 30 - Acct 7500 - Cell E40) must equal (Funds 10, 20 & 60 - Acct 8500 - Cells C61:H64). OK Transfer to Debt Service Fund to Pay Principal on Revenue Bonds (Fund 30 - Acct 7600 - Cell E41) must equal (Funds 10 & 20 - Acct 8600 - Cells C65:D68). OK Transfer to Debt Service to Pay Interest on Revenue Bonds (Fund 30 - Acct 7700 - Cell E42) must equal (Funds 10 & 20 - Acct 8700 - Cells C69:D72). OK Transfer to Capital Projects Fund (Fund 60 - Acct 7800 - Cell H43) must equal (Fund 10 & 20, Acct 8800 - Cells C73:D76). OK
JOB SUMMARY Vouches sample transaction in audit verification assignments and submits findings to supervisor; • Records proceedings of entry and exit conferences; • Collects and analyses data and statistics; • Prepares audit working papers for review by supervisor; • Undertakes any other duties that may be assigned by the Chief Internal Audit Technician.
PROGRESS SCHEDULE The Contractor, within ten (10) working days of receiving notice of the award of the contract, shall prepare and submit for the State's and Architect's information an estimated progress schedule for the Work. The progress schedule shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work.
Service Description 2.1 General
Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.
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.
