Reproduced from tlie sholdin s of the National AL chilCSnen}
‘Ravific goutwow Region
WR
i
EXEG VICE PRES
peer
4oe27e
AR agsTacu MGR1
SF02
Meenas!
Le
TinousRELTORS|
RR UWFJA
A Sipe,
[ancient
1d
Cie
aEAssiroanoeAta,
DE UHPJ 33
T LA25S4
R oeeen?
see
HEFCE MANAGER
PT fee fall
.
‘
ECHIRITY
an if; phot
i
nn
AEC GR245
DIR OF ENGRAG
ate
PN
[Pre
Esti
inn
aN
ai
TeerDESIGNENSaR
INE
CEPA17",
ee
poh
GH PRODUE RG?oY 2
byeenemene seemnen
ROEene} eee
a|
secu
RESTRICTED
eeeeee |-—-4
BEST COPY AVAILABLE
FROM
TO
.
[WPOR
Pafs & GEN
MGR
FISCAL
OFFCR|
Jf
Af
NAN
——4
|e anne cent
is material contains
Mormation affecting the
ational deferye of ths United States within Wie mean.
ing of the espiun:
Wile 28, U.S.C. Sees 743
and Pvt the © nom gsion or revelation of which in any
HOW NAN ENIWETOK
HOW
Yee cn
LOSA
manner ta an uniaihc riz dd person is orohtbited by law."
CITE ENGMSG TWO NINE THREE ZERO
ACTION
DAVE NARVER JR FROM BOETTCHER PD REF HOW NAN EIGHT FOUR FOUR ZERO
VISUAL INSPECTION OF SOIL AT ELEVATION PLUS FOUR ON STATION ONE Two
ZERO ZERO SITE SHOWS MATERIAL TO BE ONLY LOOSELY COMPACTED CMM COARSE
GRANULAR CORAL SAND PD THREE TO FOUR FOOT VERTICAL FACE OF CUT ON SIDES
OF EXCAVATION REVEALS THIS MATERIAL ABOVE FOOTINGS TO CONTAIN SEVERAL
ONE TO TWO INCH THICK LENSES OF LIGHTLY CEMENTED CORAL PEA GRAVEL PD
STEEL RODS DRIVEN TWO FEET ENCOUNTER NO SOLID CORAL BASE PD PARA PERSONALLY QUESTION WHETHER FULL FOUR ZERO ZERO ZERO PETER SUGAR FOX CAN BE
DEVELOPED HERE PD HOWEVER CMM REALIZING THIS MAXIMUM PROBABLY ONLY
REQUIRED UNDER TOES OF RETAINING WALLS CMM HAVE AGREED NOT REQUEST BEARS
TEST ACCOUNT DOUBTFUL VALUE AND TO AVOID DELAYING FORMING AND
REINFORCING OF FOOTINGS FOR STAION ITSELF NOW UNDERWAY PD PARA REQUEST
YOUR ADVICE CMM PARTICULARLY SINCE FILE MEMO TWO ONE TWO SEVEN INDICATES
HEIGHT OF WALLS BEING REDUCED CMM WHICH MAY REDUCE BEARING REQUIREMENTS
PD PARA FOR YOUR INFO CMM BEARING CONDITIONS STATION ONE TWO ZERO ZERO
ONLY SLIGHTLY INFERIOR TO STATION TWO TWO ZERO ONE WHICH NOT
CONSIDERED CRITIC
L BECAUSE EXISTING ROOMS ABLE AND BAKER SATISFACTORILY
PDS HOWEVER CMM DESIGN SOIL PRESSURE THESE ROOMS NOT AVAILABLE AT JOBSITE
/
1
FOR COMPARISON a
LJ
02/22 592
ae!
‘
REPOSITORY
i ca
Pha,
RESTRICTED 275 0
NATIONAL ARCHIVES
PACIFIC
es
SOUTHVEST
REC ION
COLLECTION ATOMICCOMMISS10~7
0170
BOX No, £29624 GRE) Al6SSY 326-65
sueveys
Fotpen AYGYST 1 1453 OW