ML19224B743
| ML19224B743 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 05/17/1979 |
| From: | Costomiris G GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| To: | GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| References | |
| NUDOCS 7906220182 | |
| Download: ML19224B743 (1) | |
Text
'
w$ nit [m$-din cu!MUN
/
e Gilbert / Commonwealth b
May 17,1979 g
R. M. ROGERS trem.
G.H.
Costomiris
~
sublec T"I Staging Area - Highlights of Meetings with GPU and NRC on May 11,1979 anc May 15,1979 The subj ect meetings were held to discuss d2 sign criteria (GAI Design Input Record), layout - 4203 2 260 014-004 and plot plan 4283,2 260 012-006.
Highlights are as follows:
A.
Design Criteria 1.
Allowable dose rate at facility surface is 0.5 mr/hr on side; 2.5 mr/hr on the top.
b Sump only has to be seismic. ID)j v
3.
Elicinate 10 cubic foot flasks from being
/
,')
stored.
2
/
/
7 1
4.
All liners to be leak tight. - LC/; J ds?e'l# #r w'et. - L Cu
potsds 79as
- P 1
Eat 33 12/73 e
h5%:JG D2.
R. M.
ROGERS May.12,1979 Page'2 B.
Layout 1.
Module location - locate the first module in the NW or SW corner 2.
One 1000 gallon su=p to serve 3 modules
~
3.
Increase cell height to 13 feet 4.
Top of facility cust be 301 ft. or higher 5.
Skirt around facility (for crane access) 18 inches below tcp of facility.
6.
Proceed with round plugs. Check cost of round vs. square.
(on 5/16/78 se were told to use square plugs on the basis,o2 cost).
7.
Locate modules as f ar r.
rth as possible. SE codule appears to be too close to the drainage ditch, which GPU wants te maintain.
The Q of nodules can be tilted north of the E-W line to avoid interference with the drainage ditch.
8.
Locate fence in accord with GPU location on dwg. received at 5/15/79 ceeting.
Location is approxirate.
f I. -Lottem of facility is to be 3 feet min. above water table.
'j f' 9
r O L' "(f.
(one water test indicated water table at 13 feet below
'j;AL I"33 j
ground surface at 296 to 297 feet. Water test will be
-f[ i' b'A s/
(
repeated) e j,
/fN(/ ** hub F
10.
Delete portable shields and test connections.
i
/
p\\11.1 Use plastic pipt for drains. Slope 1/8"/ft.
L l
12.
Use corrugated pipe for cell liners.
m 13.
Cell pipe cust be leak tight - test with 3 feet of water for f
/
30 minutes
/
\\_/
14.
Site paint contractor will apply nuclear grade coating to cell liner and plate welded to liner bottom.
h!lyl2 u w (
') C, 7 7r9 L.
J w
I W
MEMOPJLNDUM R.M. ' R0GEFS May 17,1979 Fage 3 15.
Consider use of 1000 gallon tanks (4.5 f t.
0.D. x 12'9 "
overall height including support legs of 1 to 2 f t.)
For a su: p in place of a steel lined concrete su=p.
The tank may be installed in a horizontal position. (Sketch is t
a t tached)
'k G.H. COSIUMIRIS CHC/daf cc:
D.P. Ferrigno C.W. Edwards
)
L.B. Myers
~
R.G. Ileim J.C. Meholick D.D. Krause R.F. Ely J.L. Eacphouse N.V. Shah E.F. Long J.A. Winterhalter E.J. Anselni D.P. White K. Pastor, GPU (TMI)
J. Flynn, GPU (TMI)
R. Weller, NRC (TMI) 9
. ~.
i
~
g
/0oo dA g.c a,n' Q,u q
[-,f pp
- ptC E
,1 g..pm.
'f I
3
' [ ~2,p;wcLuc.c n
.cm as+ r on wo s'res h
~ a 6
ru i
V'd~4.4 M g <4 s '
/ 9 '%mm{
vm t
},...:
I u
/ f~,.
m z '< 8k' j
i s
.s w eest svra_ w e m a-
'2 Oo *f 47:s o1/rd*#sc A-edrs vAC e
/
3 O V S f4/Nd(SJ S W EC 3 C 4 /2.4 o A.?.SffEd 4&4/44 Aid d' tw'fo fly d<Vo c e E d cu 4.r.c3 Co its S/CEA fn A?'
4/Sf //S Sud;'P kbj
['i I
u
.