Sampling rationale Sample Clauses

The "Sampling rationale" clause defines the reasoning and methodology behind selecting samples for analysis or testing within a contract or agreement. It typically outlines the criteria used to determine which items, batches, or data points will be sampled, such as random selection, statistical significance, or specific risk factors. By clearly stating the basis for sampling, this clause ensures transparency and fairness in the sampling process, helping to prevent disputes and misunderstandings about how samples are chosen and why.
Sampling rationale. Loads may be selected for sampling when observation of the load by AUTHORITY or Facility Operator indicates that it may exceed the allowed Contamination Level. A statistical sampling process will be used to determine the Measured Contamination Level in individual loads.
Sampling rationale. Load samples shall be collected from each of the five (5) specified material streams. The sampling plan considers the participating AUTHORITY Member Agencies as a single source of materials generation. Material streams originating from the Service Area will be considered as separate sampling populations. A total of forty-eight (48) samples shall be collected from each sampling population to achieve the desired level of statistical accuracy. In certain cases, an individual Agency may be selected for focused sampling when there is reason to believe that material coming from that Agency exceeds the established maximum Contamination Level.
Sampling rationale. Loads may be selected for sampling when observation of the load by SBWMA or Contractor indicates that it may exceed the allowed Contamination level. A sampling process will be used to determine the measured Contamination level in individual loads. Approximately five (5) samples, each weighing approximately one hundred and fifty (150) pounds, are required from an individual load in order to calculate the measured Contamination level with a sufficient level of accuracy. It is expected that a two (2) person crew can obtain, sort, and weigh five (5) samples in a five (5) to seven (7) hours period. Test procedures are broken down in to the following steps, which shall be used by SBWMA, or a third party designated by the SBWMA. • Safety training and staff coordination • Sampling and sorting area designationSample selection • Sample sorting • Sample disposalData management These steps are described in more detail following the definitions of roles. Each step is the responsibility of a specific person or group of people as follows: • sampling crew managerresponsible for selecting samples, working with Operator and the • sampling crew—responsible for sorting samples. • facility manager—responsible for coordinating with the sampling crew manager. • tipping floor staff—responsible for identifying loads potentially Contaminated beyond the acceptable threshold, creating a designated sampling and sorting area, and ensuring segregation of selected loads in that area. • loader operator(s)—responsible for segregating the selected the load from other loads in the designated sampling and sorting area. When the sampling crew manager and the sampling crew arrive at the Composting Facility they will participate in any required safety training and put on all required personal protective equipment (see the equipment list shown in Appendix 3). The sampling crew manager will also walk through the process of extracting samples from the designated load with both the loader operator(s) and the tipping floor staff. With the input of the tipping floor staff and the loader operator(s), the sampling crew manager and sampling crew will set up in the designated sampling and sorting area near the tipping floor. The sorting area should be in a location near the load to be sampled and from which the loader can safely remove samples after sorting. Five (5) cells will be randomly selected for sampling from each load using a random number generator. The sampling crew manager will assist th...
Sampling rationale. Loads may be selected for sampling when observation of the load by SBWMA or Contractor indicates that it may exceed the allowed Contamination Level. A statistical sampling process will be used to determine the Measured Contamination Level in individual loads. Approximately five (5) samples, each weighing approximately one hundred and fifty (150) pounds, are required from an individual load in order to calculate the Measured Contamination Level with a sufficient level of accuracy for Plant Material, Segregated Wood Waste, Brush, Logs and Branches. Because of the variability typically found in loads of Commercial Organic Materials and Food Waste, approximately fifteen (15) samples of two hundred (200) pounds are required for sampling to achieve the specified level of accuracy. The recommended numbers of samples are based on the following factors:

Related to Sampling rationale

  • Sampling The Licensee agrees that the Composition is purchased as a “Work Made for Hire” whereby the clearing of any sampled materials is the responsibility of Licensee.

  • Screening The Health Plan must work with contracted providers to conduct interperiodic EPSDT screens on RIte Care and all ACA Adult Expansion Population members under age 21 (i.e. 19 and 20-year old under this Agreement) to identify health and developmental problems in conformance with ATTACHMENT ED to this Agreement. Additional screens should be provided as Medically Necessary. At a minimum, these screens must include: • A comprehensive health and developmental history, including health education, nutrition assessment, immunization history, and developmental assessment • Immunizations according to the Rhode Island EPSDT Periodicity Schedule • An unclothed physical examination • Laboratory tests including lead, TB, and newborn screenings as medically indicated • Vision testing • Hearing testing • Dental screening oral examination by PCP as part of a comprehensive examination required before age one (1) • All other medically indicated screening services • And provide EOHHS with a list of established CPT/HCPC codes used to identify all billable services included in the EPSDT schedule.

  • Testing Landlord shall have the right to conduct annual tests of the Premises to determine whether any contamination of the Premises or the Project has occurred as a result of Tenant’s use. Tenant shall be required to pay the cost of such annual test of the Premises; provided, however, that if Tenant conducts its own tests of the Premises using third party contractors and test procedures acceptable to Landlord which tests are certified to Landlord, Landlord shall accept such tests in lieu of the annual tests to be paid for by Tenant. In addition, at any time, and from time to time, prior to the expiration or earlier termination of the Term, Landlord shall have the right to conduct appropriate tests of the Premises and the Project to determine if contamination has occurred as a result of Tenant’s use of the Premises. In connection with such testing, upon the request of Landlord, Tenant shall deliver to Landlord or its consultant such non-proprietary information concerning the use of Hazardous Materials in or about the Premises by Tenant or any Tenant Party. If contamination has occurred for which Tenant is liable under this Section 30, Tenant shall pay all costs to conduct such tests. If no such contamination is found, Landlord shall pay the costs of such tests (which shall not constitute an Operating Expense). Landlord shall provide Tenant with a copy of all third party, non-confidential reports and tests of the Premises made by or on behalf of Landlord during the Term without representation or warranty and subject to a confidentiality agreement. Tenant shall, at its sole cost and expense, promptly and satisfactorily remediate any environmental conditions identified by such testing in accordance with all Environmental Requirements. Landlord’s receipt of or satisfaction with any environmental assessment in no way waives any rights which Landlord may have against Tenant.

  • Loop Testing/Trouble Reporting 2.1.6.1 Telepak Networks will be responsible for testing and isolating troubles on the Loops. Telepak Networks must test and isolate trouble to the BellSouth portion of a designed/non-designed unbundled Loop (e.g., UVL-SL2, UCL-D, UVL-SL1, UCL-ND, etc.) before reporting repair to the UNE Customer Wholesale Interconnection Network Services (CWINS) Center. Upon request from BellSouth at the time of the trouble report, Telepak Networks will be required to provide the results of the Telepak Networks test which indicate a problem on the BellSouth provided Loop. 2.1.6.2 Once Telepak Networks has isolated a trouble to the BellSouth provided Loop, and had issued a trouble report to BellSouth on the Loop, BellSouth will take the actions necessary to repair the Loop if a trouble actually exists. BellSouth will repair these Loops in the same time frames that BellSouth repairs similarly situated Loops to its End Users. 2.1.6.3 If Telepak Networks reports a trouble on a non-designed or designed Loop and no trouble actually exists, BellSouth will charge Telepak Networks for any dispatching and testing (both inside and outside the CO) required by BellSouth in order to confirm the Loop’s working status. 2.1.6.4 In the event BellSouth must dispatch to the end-user’s location more than once due to incorrect or incomplete information provided by Telepak Networks (e.g., incomplete address, incorrect contact name/number, etc.), BellSouth will ▇▇▇▇ ▇▇▇▇▇▇▇ Networks for each additional dispatch required to repair the circuit due to the incorrect/incomplete information provided. BellSouth will assess the applicable Trouble Determination rates from BellSouth’s FCC or state tariffs.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm ▇▇-▇▇▇ ▇▇▇ - - 20mm ▇▇-▇▇ ▇▇-▇▇▇ 100 - 16mm - - ▇▇-▇▇▇ ▇▇▇ 12.5 - - - 90-100 10.00 ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ 4.75mm 0-5 0-10 0-10 0-10