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
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