PUMP STATION ANALYSIS Clause Samples

PUMP STATION ANALYSIS. The Professional shall analyze the pump station design requirements as herein. 2.3.1. The Professional shall determine the pump station system capacity and head requirements over the study period, determine the system operations protocols in conjunction with NBU, and prepare a hydraulic model of the pumping station, pipeline, and related facilities.
PUMP STATION ANALYSIS. The Professional shall analyze the pump station design requirements as described herein. 2.2.1. The Professional shall determine pump station system capacity and head requirements over the study period, determine system operation protocols in conjunction with NBU, and utilize hydraulic model of the pumping station, pipeline, and related facilities prepared by NBU’s modeling consultant. 2.2.2. The Professional shall determine preferred location of facilities based upon hydraulic conditions, ease of operations and site conditions. 2.2.3. The Professional shall determine the electrical equipment required and provide an electrical layout, a one-line diagram and overall process diagram for the pump station. 2.2.4. The Professional shall determine size and capacity of pump stations, pipelines, and related facilities. 2.2.5. The Professional shall determine chemical feed improvements required and the required facilities to house these improvements.
PUMP STATION ANALYSIS. The Professional shall analyze the design requirements for each Project Site as described below. 2.2.1. With respect to the Loop GST Site, the Professional shall determine pump station system capacity and head requirements over the study period, determine system operations protocols in conjunction with NBU, and prepare a hydraulic model of the pumping station, pipeline, and related facilities. 2.2.2. The Professional shall determine preferred location of facilities based upon hydraulic conditions, ease of operations, and site conditions for each Project Site. 2.2.3. The Professional shall determine the electrical equipment required, create a layout of the required equipment, and provide a one-line diagram for each Project Site. The Professional shall create an overall process diagram for each Project Site. 2.2.4. The Professional will size the generator for the existing Well 6 pump according to the firm capacity and supporting loads it will serve at the Well 6 Site. 2.2.5. The Professional shall determine size and capacity of pump station, pipelines and related facilities, such as pump air valves, drains, etc. for each Project Site. 2.2.6. The Professional shall perform a storm water and overflow analysis for each Project Site as follows: 2.2.6.1. evaluate site drainage for pre-Project and Project conditions runoff rates; 2.2.6.2. prepare preliminary design/sizing of necessary onsite drainage improvements to accommodate increase in discharge due to additional impervious cover; and 2.2.6.3. verify that offsite drainage infrastructure is adequately sized to convey site runoff without adversely impacting adjacent parcels or infrastructure. If offsite improvements are required, they shall be included in a recommendation for improvements, but design of offsite improvements is not included. 2.2.7. The Professional shall determine security requirements for each Project Site, including fencing, crash barriers at gates, access control, cameras, and cybersecurity. 2.2.8. The Professional shall determine SCADA requirements for each Project Site, including fiber optic lines, or a cellular solution if fiber is not available nearby. The Professional shall provide a network diagram and overall process diagram for each Project Site. 2.2.9. The requirements for deliverables in this Section 2.2 are more specifically described in Section 2.5.
PUMP STATION ANALYSIS. The Professional shall analyze the pump station design requirements as described in this Section. 2.2.1. The Professional shall determine pump station system requirements over the study period based on existing NBU model projections and system curves, determine system operations protocols in conjunction with NBU, and provide design data to NBU to support preparation of a hydraulic model of the pump station, pipeline, and related facilities. 2.2.2. The Professional shall determine the preferred location of facilities based upon hydraulic conditions, ease of operations and site conditions. 2.2.3. The Professional shall determine the electrical equipment required, create a layout of the required equipment, and provide a one-line diagram and overall process diagram for the pump station. 2.2.4. The Professional shall determine the size and capacity of the pump stations, site piping, and related facilities, such as pump air valves, drains, etc. 2.2.5. The Professional shall prepare a life cycle cost analysis of pipe diameter and number of pumps. 2.2.6. The requirements for deliverables in this Section 2.2 are more specifically described in Section 2.6.
PUMP STATION ANALYSIS. The Professional shall analyze the pump station design requirements as described in this Section. 2.2.1. The Professional shall determine pump station system capacity and head requirements, determine system operations protocols in conjunction with NBU, and prepare a hydraulic analysis of the pump station, pipeline, and related facilities. The existing hydraulic model of the NBU water distribution system will be used to develop system head curves for the Project under minimum, typical, and maximum head conditions for both the years 2030 and 2045 projected system conditions. The projected system conditions will utilize the scenarios developed as a part of the 2021 Water Master Plan and will not revise or update the current NBU model other than for items identified and confirmed by NBU during the development of this Project. 2.2.2. The Professional shall determine the preferred location of facilities based upon hydraulic conditions, ease of operations, and site conditions. 2.2.3. The Professional shall determine the electrical equipment required, create a layout of the required equipment, and provide a one-line diagram and overall process diagram for the pump station. 2.2.4. The Professional shall determine the size and capacity of the pump station, pipelines, and related facilities. 2.2.5. The Professional shall prepare a life cycle cost analysis of pipe diameter, number of pumps, parallel lines, and phasing. 2.2.6. The requirements for deliverables in this Section 2.2 are more specifically described in Section 2.6.

Related to PUMP STATION ANALYSIS

  • Escrow Analysis If applicable, with respect to each Mortgage Loan, the Seller has within the last twelve months (unless such Mortgage was originated within such twelve month period) analyzed the required Escrow Payments for each Mortgage and adjusted the amount of such payments so that, assuming all required payments are timely made, any deficiency will be eliminated on or before the first anniversary of such analysis, or any overage will be refunded to the Mortgagor, in accordance with RESPA and any other applicable law;

  • Risk Analysis The Custodian will provide the Fund with a Risk Analysis with respect to Securities Depositories operating in the countries listed in Appendix B. If the Custodian is unable to provide a Risk Analysis with respect to a particular Securities Depository, it will notify the Fund. If a new Securities Depository commences operation in one of the Appendix B countries, the Custodian will provide the Fund with a Risk Analysis in a reasonably practicable time after such Securities Depository becomes operational. If a new country is added to Appendix B, the Custodian will provide the Fund with a Risk Analysis with respect to each Securities Depository in that country within a reasonably practicable time after the addition of the country to Appendix B.

  • Investment Analysis and Implementation In carrying out its obligations under Section 1 hereof, the Advisor shall: (a) supervise all aspects of the operations of the Funds; (b) obtain and evaluate pertinent information about significant developments and economic, statistical and financial data, domestic, foreign or otherwise, whether affecting the economy generally or the Funds, and whether concerning the individual issuers whose securities are included in the assets of the Funds or the activities in which such issuers engage, or with respect to securities which the Advisor considers desirable for inclusion in the Funds' assets; (c) determine which issuers and securities shall be represented in the Funds' investment portfolios and regularly report thereon to the Board of Trustees; (d) formulate and implement continuing programs for the purchases and sales of the securities of such issuers and regularly report thereon to the Board of Trustees; and (e) take, on behalf of the Trust and the Funds, all actions which appear to the Trust and the Funds necessary to carry into effect such purchase and sale programs and supervisory functions as aforesaid, including but not limited to the placing of orders for the purchase and sale of securities for the Funds.

  • Sampling and Analysis The sampling and analysis of the coal delivered hereunder shall be performed by Buyer upon delivery of the coal to Buyer’s facility, and the results thereof shall be accepted and used as defining the quality and characteristics of the coal delivered under this Agreement and as the Payment Analysis. All analyses shall be made in Buyer’s laboratory at Buyer’s expense in accordance with ASTM standards where applicable, or industry-accepted standards in other cases. Samples for analyses shall be taken in accordance with ASTM standards or other methods mutually acceptable to both parties. Seller shall transmit its “as loaded” quality analysis to Buyer as soon as possible. Seller’s “as-loaded” quality shall be the Payment Analysis only when Buyer’s sampler and/or scales are inoperable, or if Buyer fails to obtain a sample upon unloading. Seller represents that it is familiar with Buyer’s sampling and analysis practices, and that it finds them to be acceptable. Buyer shall notify Seller in writing of any significant changes in Buyer’s sampling and analysis practices. Any such changes in Buyer’s sampling and analysis practices shall, except for ASTM or industry-accepted changes in practices, provide for no less accuracy than the sampling and analysis practices existing at the tune of the execution of this Agreement, unless the Parties otherwise mutually agree. Each sample taken by Buyer shall be divided into four (4) parts and put into airtight containers, properly labeled and sealed. One (1) part shall be used for analysis by Buyer. One (1) part shall be used by Buyer as a check sample, if Buyer in its sole judgment determines it is necessary. One (1) part shall be retained by Buyer until thirty (30) days after the sample is taken (“Disposal Date”), and shall be delivered to Seller for analysis if Seller so requests before the Disposal Date. One (1) part (the “Referee Sample”) shall be retained by Buyer until the Disposal Date. Seller shall be given copies of all analyses made by Buyer by the fifth (5th) business day of the month following the month of unloading. In addition, Buyer shall send Seller weekly analyses of coal unloaded at Buyer’s facilities. Seller, on reasonable notice to Buyer, shall have the right to have a representative present to observe the sampling and analyses performed by Buyer. Unless Seller requests an analysis of the Referee Sample before the Disposal Date, Buyer’s analysis shall be used to determine the quality of the coal delivered hereunder and shall be the Payment Analysis. The Monthly Weighted Averages of specifications referenced in §6.1 shall be based on the individual Shipment analyses. If any dispute arises with regard to the analysis of any sample before the Disposal Date for such sample, the Referee Sample retained by Buyer shall be submitted for analysis to an independent commercial testing laboratory (“Independent Lab”) mutually chosen by Buyer and Seller. For each coal quality specification in question, if the analysis of the Independent Lab differs by more than the applicable ASTM reproducibility standards, the Independent Lab results will govern, and the prior analysis shall be disregarded. All testing of the Referee Sample by the Independent Lab shall be at requestor’s expense unless the Independent Lab results differ from the original Payment Analysis for any specification by more than the applicable ASTM reproducibility standards as to that specification. In such case, the cost of the analysis made by the Independent Lab shall be borne by the party who provided the original Payment Analysis.

  • Statistical Sampling Documentation a. A copy of the printout of the random numbers generated by the “Random Numbers” function of the statistical sampling software used by the IRO.‌ b. A description or identification of the statistical sampling software package used by the IRO.‌