ATOMIC
SANTA

SFU ada
(3.504

ENERGY

FE

COMMISSION

OPERATIONS

OFFICE

‘ae

COMPLETION REPORT FOR

rly

TM hitdete e

3G-5644,1

oan

me

Jos

CONTA TONG. ATU 2901)907

ted

3/9/51

For:

The }omplete tonstruction of
Hurtding

No.:

pou AT LON

SHEET NO. 48of. ae

ENI WETOK aTOLL

“Not

for use by A-E

DATE

OF

THiS REPORT:

9 Marah 1951

Roeket Charge and Detonator Storage

Stations 30a, b and o
ESTIMATE

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eer

tert

Ac coruet

y

Const ruc tian
Contra t

fl

SRC REPTEON UF

‘

Quantity

PROPERTY UNITS

NHomber

po ap

toust

Est'd.

Gov.

Value

turnished

oo

_

.

_

_

;

Engineering

.
Total

Prorat ion of

.

Material
Cost
charges ta Unite
oe —~-f ae ep

I

\

NOBL REQUIRED CONSTRUCTION AND LOCATION OF THE FOLLOWING STATIONS:

STATION NO, 308,b AND c, SITE "C*
Wood frame structure on concrete slab 8'-1 1/2" x 8+) 1/2" x 7'=11 1/2",

O,D, 8'+1 1/2" x 8t-1 1/2, 128 thick,
340 cubic feet,

Exterior waterproofing,

Slab ares 65 square feet,

Slab

Cubic content

Framing of 2" x 8" and 2" x 10" stock,

Foundation is laid 4'-0" below grade, with an adjacent pile of earth for backfill
and 3*-O0" thick roof cover prior to teat,

Eaobh

Direct

$4,891,696
4,425.20

$215.22.

$9,532.11

Direot
Indirect

45390 47
43592,15

186 ,86

9,169.48

Direst
Indireot

5 943,23
5,016, 25

269,83

11,229.31

Indirect

STATION NO, 30a, b AND c, SITE "D - ¥"
Wood frame structure on concrete slab $'-1 1/2" x 8'-1 1/2" x 7!-11 1/2", Slab
O,D, 8t-1 1/2" x 6'-1 1/2", 12" thick, Slab area 65 square feet. Cubic content
340 cubic feet,

Exterior waterproofing,

Framing of 2" z 8" and 2° x 10" stook,

Foundation is laid 4'-0" below grade, with an adjacent pile of earth For baskfill
and 3'-0" thick roof oover prior to test,

Eaoh

STATION NO, 30a, b AND o, SITE *E"
Wood frame structure on concrete slab @!-) 1/28 x 8-1 1/28 x 7!-11 1/2",
O,D, S'=-1 1/2" x B'-] 1/*, 12" thick,

Slab area 65 square feet,

Slab

Cubic content

340 cubic feet, Exterior waterproofing, Framing of 2° x 8" and 2" x 10" etook,
Foundation ia laid 4'-0" below grade, with an adjacent pile of earth for backfill
and 3'-0" thick roof cover prior to test,

Thie docu
he National

ation slfecting
alted Btxtew tts

TA ot

of ite eomtente

Ip any man
sve abiybigds
’ Halts

ovterd person is
in eevere . ritminad
1 Federal Lawe

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