CHAPTER II, SECTION 3 REDWING Station 913. However, it was de- termined in the field that the cost of repairing and removing embedded items in the slab would exceed the cost of a new slab and consequently the building was relocated close by. With the relocation of the ABMA Program, this facility was abandoned after completion of construction. STATIONS: 3482.01 through .92 SITE: Off Yvonne USER: SC PURPOSE: Lagoon Floating Fall-out Station PARTICIPATION: 1 and 15 DESIGN PSI: None CONSTRUCTION: 7-24-58/8-4-58 Located in the lagoon off Site Yvonne, this series of stations was an array of User-furnished floats. Two marker buoys were placed in the array utilizing two of the Program 2.4 buoys and anchor blocks. One marker buoy was near Station 3482.75 and the other was near Station 3482.81. (Neg. No. W-V-234-2) Figure No. 2-63. Rocket Launcher Station 3261.01 — How — 80% Complete. With the relocation of the ABMA Program, this facility was abandoned after completion of construction. STATION: 3401 SITE: Yvonne USER: SC PURPOSE: Balloon Release Station PARTICIPATION: 1 and 15 STATION: 3262 DESIGN PST: SITE: George CONSTRUCTION: 7-21-58/7-24-58 USER: SC PURPOSE: Photographic Building A 20x50-foot stabilized area was covered with a tarpaulin staked to the ground. A con- PARTICIPATION: None DESIGN PSI: crete beam 1-foot square, 50 feet long, flush with the ground bisected this area. A 2x6-inch timber was shot-pinned to the beam along the None CONSTRUCTION: 3-1-58/4-10-58 This wood structure, None 12x17x8 feet high, center line. STATIONS: 3402.01 and .02 had a double pitched movable roof. Each pitched roof section rolled down guide tracks on rafters on each side of the ridge line. The SITE: Yvonne USER: SC complished by the use of two explosive links actuated by a remote signal. A hand winch was PURPOSE: Photo Theodolite Stations PARTICIPATION: 1 and 15 operation of the sliding roof sections was ac- provided on the building to raise the sections again to the closed position. Hinged-down shut- ters were provided on the two 17-foot walls just under the eave. Nominal lighting and receptacles were also included in the design. The structure was originally designed to be constructed on the existing concrete slab of DESIGN PSI: None CONSTRUCTION: 7-21-58/7-24-58 Station 3402.01 was a concrete slab, flush with the ground, 5 feet square in plan and 6 inches thick along the edges. The center section was 3 feet deep. A 4-inch steel pipe was Page 123