Task 1 Sample Clauses

Task 1. WP1.1 Definition of the protocols for Analytical development, Pharmaceutical development and Stability Test. This is a dynamic Task in the sense that the protocols may be adjusted during the course of the project. Task 2 As Analytical method the one reported in the official monograph of the USP 34 will be adopted.. - WP2.1 System suitability for the HPLC method reported in USP 34; - WP2.2 Preparation of the working standard; - WP2.3 Set-up of the dissolution test in biorelevant dissolution media. Task 3 - WP3.1 Definition of the optimal in vitro dissolution profile;
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Task 1. The contractor shall provide Administration and Programmatic support services to broaden, deepen, and diversify the pool of STEM talent in support of the Defense Laboratory Base. The contractor shall continuously monitor the program, assess the effectiveness, and efficiency of methods employed and inform the Government of opportunities to improve the program. The primary objectives of this program are to:
Task 1. Requirements for a general information management system for biobanks in Europe ▪ Empirically derived soft requirements or considerations (Section 1.1.1):
Task 1. Remove your hands from the steering wheel, unfasten the seat belt, open the glove compartment take the key out. Get out of the car and goto the trunk, (the glove box and door are left open) insert the key, unlock, and open the trunk. You must use the key to open the trunk. Touch each flag with the opposite hand, from behind your back, and take the belt off. Remove the handgun and baton from the trunk. Close the trunk, leaving the key in the lock. Move toward the bench or stool. Place the handgun on the stool; keep the baton.
Task 1. 10.1 - Thirty days after ABAG’s execution of contract with CEC.
Task 1. Acceptance Acceptance takes place for the full task when all deliverables are accepted. Acceptance is documented by an Acceptance Sheet signed by EASO. Acceptance is based on:  A take-over plan agreed between the contractor, previous Contractor and EASO;  Contractor resources - (analyst(s), developer(s), architect(s), database administrator(s), IDOL expert(s), etc. (this is a non-exhaustive list) with proven experience and knowledge of the system - are made available to deliver/attend take-over sessions;  The take-over actions are run as per agreed plan;  Backward test automation plan, tools and scripts are implemented;  Security requirements of the system and source code are identified and documented;  Coding and documents naming convention is adopted;  The COI Portal environments, including all software and sources, are successfully transferred to the Contractor’s premises. More specifically: o The latest stable version of the COI Portal from the production environment; o The latest development version of the COI Portal from the test environment.
Task 1. Project Management and Reporting A budget of $26,400 in City and contractor costs has been estimated for this task. The objectives of project management and reporting are to 1) ensure compliance with all cooperative agreement requirements, 2) direct all project work in a manner that results in the efficient delivery of all other project tasks, 3) procure a contractor (contractor procurement will be completed in accordance with City procurement rules and regulations, and in accordance with 40 CFR Part 31 Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments) to perform site assessment and cleanup planning, and support reporting and public involvement, and 4) fulfill all reporting requirements. The project management task will be led by City Project Manager, Xxxxx Xxxxxx, and supported by the City’s environmental contractor. A schedule for reporting submittal/ completion dates is provided in Section 3 of this work plan. Xxxxx Xxxxxx plans to attend up to two national/regional/local xxxxxxxxxx conferences. A travel budget of $3,800 has been estimated for conference attendance. Deliverables/milestones for this task will include: 1) Final Cooperative Agreement Work Plan by July 10, 2014, 2) an executed contract with an environmental consultant by November 2014, and 3) ongoing quarterly EPA reports.
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Task 1. Preparing the ground First of all, the observation of walking and cycling was made with the great help of students that were trained on the walking audit in September 2009. As it is made by students at specific times not all representatives or technicians were able to take part in it. But the report is going to be made for each of them. Moreover with the regional election in March 2010 it was more difficult to have decision makers participate. The different audits will take place in Servoz, in Annecy and in les Gets. Chamonix was completed in January 2010. Xxxxxx and Les Gets will be completed in February so that the report can be made in March. The difficulty was the snow: there was a lot of snow this year even in the city of Annecy and it was more difficult for interviewing people and taking pictures. A presentation of the result of interviews and the audit will be presented to the sustainable development technicians and representatives of Vallée de l’Arve, of Les Gets and Annecy city and agglomeration in April. City Contact Role Chamonix Thiphaine Breillot Tourism Office HVA (Chamonix, Les Houches, Vallorcine, Servoz) Xxxxxxx Xxxxxxxx Climate Plan officer Xxxxxx Xxxxxx Xxxxxxxx Agenda 21 officer Xxxxxxx Xxxxxx Xxxxxxxx Sustainable development officer Les Gets Xxxxx Xxxxx Sustainable development officer Les Gets M. Delachat Representative
Task 1. For over 300 manholes in various manhole categories, to measure parameters that cause H2S to form in the liquid phase and volatilize into the gas phase, as well as the amount of resulting corrosion. As listed in Table 4, gas-phase and liquid-phase parameters that influence microbial-induced concrete corrosion rates will be measured, along with parameters that indicate manhole corrosion (surface pH and corrosion depth). Parameters will be measured over a 48-hour period at a frequency shown in Table 4. Measurements will be performed from the surface to limit confined space entry. Table 4. Gas-phase and liquid-phase parameters that influence MICC rates, for which data will be collected, along with manhole parameters indicating corrosion Category Specific Parameters Measurement Method Frequency of Measurement Modeling Variable* Gas- phase Hydrogen sulfide (H2S) (within 6-12” of liquid surface) Odalog SL 1000 (App-Tek International) Continuous for 48 hours R1 Relative humidity Omega OM-92 Relative Humidity Data Logger Continuous for 48 hours P1 Temperature Odalog SL 1000 (App-Tek International) Continuous for 48 hours P2 Oxygen GasAlertQuattro (BW Technologies by Honeywell) Once (30 sec.) P3 Liquid- phase Temperature YSI Pro Plus Multi-parameter Meter Continuous for 48 hours P4 pH P5 Dissolved oxygen (DO) P6 Biochemical oxygen demand (BOD), dissolved ISCO to collect sample/lab analysis using Standard Method 5210 B Twice per day P7 Sulfide, total and dissolved ISCO to collect sample/lab analysis using Ion-specific electrode (Thermo Scientific Orion Silver/Sulfide) Twice per day P8, P9 Sulfate ISCO to collect sample/lab analysis using 10227 Spectrophotometer HR TNTplus 865 Twice per day P10 Velocity Obtained from city N/A P11 Manhole corrosion Surface pH EMD Millipore ColorpHast pH Test Strips - FisherScientific Once (4 locations) R2 Depth of corrosion Sonic caliper Once (entire height of manhole) R3 *P indicates a predictor variable, and R indicates a response variable. Figures 1, 2, and 3 show instruments for gas-phase, liquid-phase, and manhole corrosion sampling, respectively. Gas-phase instruments: Instruments to log gas-phase parameters (Odalog for hydrogen sulfide and temperature, relative humidity data logger, and oxygen meter) will be attached to cables and lowered midway down the manhole shaft to obtain a mid-location reading.
Task 1. For manholes along the same stretch of main, for several mains, to measure liquid -phase parameters that contribute to hydrogen sulfide generation. For this task, several manholes (at least 4-5) will be selected along the same stretch of main, for several mains (at least 5) with different flows, diameters, and slopes. For these selected manholes, liquid-phase parameters (temperature, pH, DO, BOD, sulfide, sulfate) will be measured using the methods shown previously in Table 1.
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