ML20039G938
| ML20039G938 | |
| Person / Time | |
|---|---|
| Site: | Grand Gulf  |
| Issue date: | 01/31/1982 |
| From: | MISSISSIPPI POWER & LIGHT CO. |
| To: | |
| Shared Package | |
| ML20039G935 | List: |
| References | |
| NUDOCS 8201190322 | |
| Download: ML20039G938 (7) | |
Text
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- 5. 0 DESIGN FEATURES i
5.1 SITE
'I EXCLUSION AREA
.s 5.1.1 The exclusion area shall be as shown in Figure 5.1.1-1.
LCW POPULATION ZONE 5.1.2 The low population :one shall be as snown in Figure 5.1.2-1.
UfW2SdYECN hot-
-9ME130UNDARY FOR GASECUS EFFLUENTS t
I unreHnc+ed strV.a NN 5.1. 3 The 41.te1 boundary for gaseous effluents shall be as shown in Figureg.l.2-i.
111Lfecut off/ mot 1' Mfedle,co/n~fr art Gown ti, Feyurt C;/./-/.
Unfe:Mclet Area.
.SU L BOUNDARY FOR LIQUID EFFLUENTS.
unfesifMed QYea 5.1.4 The 444e boundary for liquid effluents shall be as shown in Ficure 5.1.4-1.
3 compose.dof a.vertscat foyht CY nder Qnd a llento Spnencar donte.
li hvide k can'fethntesf k A rethforced t'oncytfe drywe// coyoted 4 A fer%( ro)df9 wen Ghd con't%skedit +he S'<ppft:Sids ht cyfinder 4nd A. Steel drywe// /usen Af k
- 5. 2 CCNTAINMENT bo+lon, oZ #<
o/.
CONFIGURATION TISE dM *" #4 6% o fAe pw rSi6p/ 4 comprehg-fo 4
Ncon44rAmsn/s4 hannom venftYeinfortedd on A-5.2.1 The primary containment is a steel linedf;r:::tr :eed concrete structure
- c: feting Of : efa:!' :nd :;;;r;;;f;n... _,
,,...c..,
f: trun ct:d ::n: :n :; cf ; cyl'r.;ri;;i ;;;;r;;;ier, :n;..;;r ett::n:d to th: :;;;r;;;i:n ch: ::r thr gn : ::rie: Of :un : :r ::nte. The primary con-tainment has a minimum fr air volume of (272,000) cueic feet.
^tt I,400,mo)
DESIGN TEMPERATURE AND P. ESSURE 5.2.2 The primary containment is designed and shall be maintained for:
Maximum internal pressure:('S ;;ig) drywd/ 30 5
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a.
Cowfdin/ heaf l-f5/J b.
Maximum ernal temperature: drywel h *F.
suopression ch rt:- '275)*F.
ges,-
Lpoet les Maximum external pressure -62+ edi/(ert,MI: dryW/.2/ rJd, c.
f containmost 3 Psid u:W= ": r ef":r-ti:1 pr:::;r :
(25) ;:fd, dw -ewaeer (0) ;;id, e art.
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