Attachment_42_-_Seed_Project_Statement_of_Objectives_-_21_Nov_2017.pdf

STATEMENT OF OBJECTIVES

Relocate Fuel Tanks to Range Compound

PXL Y 14-0455

Revised 21 Nov 2017

J. OBJECTIVE: Construct a new vehicle fueling station in the Northwest Development Area

(NWDA) on Melrose Air Force Bombing Range, with an option to decommission current vehicle refueling area at the B&G.

2. WORK LOCATION: Melrose Air Force Range, NM.

3. PRINCIPAL FEATURES: The work required is to include but is not limited to the furnishing of materials, equipment, facilities, transportation, labor, and supervision required to accomplish the following:

3.1 Construct

3.1.1 Construct a reinforced concrete pad that will hold the three new fuel tanks, identified in Para. 3 .3 of this document, within the footprint while allowing separation required in NFPA 30. Pad shall incorporate spill containment system outlined in UFC 3-460-01 Para. 8-14.

3.1.2 Construct reinforced concrete fueling pad and drive way adjacent to the fuel tank pad, a minimum of 12' wide. Driveway shall connect to the nearest road way, with a dedicated entryway and exit. Fueling pad and driveway shall be constructed to hold fully laden Fire vehicles and commercial farming equipment.

Concrete fueling pad shall be sloped at 1 percent away from fuel tanks IA W UFC 3-460-01 Para. 7-3.5.

3.1.3 All concrete pads shall be constructed of 5000 PSI concrete, 8" thick with #5 rebar, cen(ered in pad placed at 6" O.C. each way. Footers to be constructed to incorporate the bollards into rebar cage, with minimum of 6" concrete below bottom of bollard. Sawcut 2" deep control joint every 16'. Install 6 mil polyethylene sheeting under fuel tank pad and fueling pad.

3 .1.4 Containment sump in drivepath underneath dispensing area, is required unless the dispenser is located within secondary containment.

3.1.5 Excavate existing soil in pad and driveway footprint three feet below existing grade and replace with compacted engineered fill. Compact engineered fill to 95% in six inch lifts. Excavated soil shall be dumped at a site 3 .3 miles from project site.

3.1.6 Fuel tank pad shall have 6" steel bollards placed at 4 foot O.C. around entire pad perimeter. Adjust as necessary to facilitate placement, with no bollard more than 4' O.C. Bollards shall be concrete filled. Bollards at rear of pad shall be removable to allow servicing/removal of tanks, and need not be concrete filled.

3.1.7 Construct a rigid pre-engineered canopy system, with a minimum clearance height of 12' above finished concrete driveway. Canopy system shall cover fuel tank pad only, IAW UFC 3-460-01 Para. 7-3.7. Slope canopy to drain to back of

PXL Y 14-0455 Page I of 5

Attachment 42 FA4855-18-R-0003