PUMP STATION ANALYSIS Clause Samples

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.