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W.G. (Bill) Hefner Department of Veterans Affairs Medical Center 1601 Brenner Avenue Salisbury, North Carolina 28144 Subject: Statement of Work: Install Campus Generators Location: Campus Project #: 659-22-405 Date: 17 November 2025 STATEMENT OF WORK Scope of Work: General: Department of Veterans Affairs has an inherent need for emergency backup power. Currently, the backup power is being provided by small temporary backups in multiple buildings along with an outdated generator that has outlived its life expectancy. The VAMC is pursuing a project to install an emergency generator station. The Period of Performance is 420 calendar days and includes a 1-year warranty on all items. The vendor has responsibility for Duty to Report any fraud, waste and abuse witnessed while on VA premises to the Integrity and Compliance Officer. Site Civil: Applicable, Code, Guidelines, and Standards: VA PG-18-3 Design and Construction Procedures State of North Carolina General Permit to Clear and Grade a Proposed Site, General NPDES Permit Number SWG030000. State of North Carolina Erosion and Sediment Control Design Manual Code of Federal Regulation (CFR) 112 Oil Pollution Prevention Spill Prevention, Control and Countermeasures Existing base map Existing field run topographic survey base mapping information is based on a CAD file entitled, 4531_Salisbury VA Topo . The existing base mapping is supplemented by topographic information based on a CAD file entitled, Department of Veterans Affairs, Salisbury, North Carolina, dated February 1993, updated October 2006. The vertical datum is based on mean sea level NAVD88. The horizontal datum is based on North Carolina State Plan Coordinate system NAD83. Aerial Imagery obtained via Google Earth Pro dated January 2021. Grading Site grading will be provided to accommodate the equipment enclosure and associated fuel delivery. Positive drainage will be directed away from the new equipment enclosure in all directions to match the existing drainage pattern. One finished floor elevation will be provided for the equipment enclosure. The fuel delivery area will be sloped in accordance with the existing drainage pattern and tie into existing grade beyond the improvements at a maximum 3:1 slope. Vehicular Circulation The proposed concrete fuel delivery area is designed to accommodate a standard AASHTO WB-65 truck template. The fuel delivery area will be surrounded by retaining wall / curb to provide containment in the event of a fuel spill. Pedestrian Circulation The new equipment building is not accessible to the public and shall be accessed by authorized maintenance staff only. An accessible sidewalk ramp is proposed at the east side of the building site. Utilities Water, sanitary and electrical improvements are required for the equipment enclosure. Sanitary sewer requirements will be met within the enclosure and no additional infrastructure is required. Water requirements will be met by providing a 6-inch waterline to the e…
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