ATOMIC ENERGY COMMISSION
SANTA
SFO. 430
(3-50)
FE
QPERATIONS
OFFICE
COMPLETION REPORT FOR
AS+BUICT ORAWING NUMBERS ANG GATES:
3E-692.3
Job su.
729 = 16
CONTRAGCT NO,
2/10
For:
92.3 aie
3E-69263 1/27/52
_.
_
"Property
Number
umbe
— ¢
-—
—_
_.
AT-1 29-11-507
DESCRIPTION OF PROPERTY UNITS
|
a
Quantity
~
-
Vorestra tron
Unit
a
Contract
.. oT
ce ee
tst'd.
sov.
value
Furnished
Material
ope |
use
__ OF
by
AE
7
7 March 1951
building No.: Stations hO, kl, amd 2
epee
for
|
DATE OF THIS REPOR Te
«
The Complete Construction ot Tank and Rack in Paved Ares
wee
done
"Not
LOCATION KMIWETOK ATOLL
|
Lost
eo
Total
*Proration of
Lnarges to Unite
J-7 REQUIRED CONSTRUCTION AND LOCATION OF THS FOLLOWING STATIONS:
TANK AMD RACK IM PAVED AREA,
STATION
0.D. 25' x 30’, 750 square feet area.
1'-6" x 3’.
,
|
SItR *E*
Four concrete plier footings each 1'-6" x
Sise of tank O.D. '-0" x 6'=2" x 4'-O".
Walls and bottom of tank
are of 6" reinforced concrete. 12" thick lead brick shield at sero end of tank,
with 6" x 12" wing extensions along sides. A fabricated steel cover, size 3'-8"
X §'=10" x 6” thick with lifting hooks is provided for the tank. A 2" disneter
standard pipe frame 7'-O" high is mounted on and braced from the concrete pier
footings.
nacadas.
The surrounding area of 750 equare feet is covered with 3" thick
i
Each
Direct
Indirect
TANK AMD RACK IM PAVED AREA,
STATION
$1,645.73
1,573.69
$33-00
$3,252.42
$23.43
$2,129.72
SITE "S*
O.D. 25' x 30', 750 square feet area. Four concrete pier footings each 1'-6" x
1'~6" x 3'. Sise of tank 0.D. k'-0" x 6'=2" x kt-0". Walle and bottom of tank
are of 6" reinforved concrete. 12° thick lead briok shield at sero end of tank,
with 6" x 12" wing extensions along sides. A febricated steel cover, size 3'-8*
x 5'-10" x 6" thick with lifting hooks is provided for the tank. A 2" dismeter
standard pipe frame 7'-O" high is sounted on and braced from the concrete pier
footings.
macedam.
The surrounding area of 750 square feet ia covered with 3" thick
1
Each
Direct
Indirect
TANK AND RACK IN PAVED AREA,
STATION
O.D. 25' x 30', 750 equare feet ares.
1'-6" x 3'.
$1,132.69
973-60
SITR "Cc"
Four concrete pier footings each 1'o6" x
Size of tank O.D. k'-0" x 6'=2" x '-O".
Walle and bottom of tank
are of 6" reinforced concrete. 12" thick lead brick shield at zero end of tank,
with 6" x 12" wing extensions along sides. A fabricated steel cover, size 3'-"
x 5'=10" x 6" thick with lifting hooke ia provided for the tank. A 2" diameter
standard pipe frame 7'-O" high is mounted on and braced from the concrete pier
footings. The surrounding are of 750 square feet is covered with 3" thick
macadm,
1
PORE
iE
Account
ae
’
SHEET NO.
SECRET
Indirect
S2UEIAL,
2,604.03
“y dade
J
$45.56
4
$5,074.83
"Rr ws”