ML20028B813
| ML20028B813 | |
| Person / Time | |
|---|---|
| Site: | Grand Gulf |
| Issue date: | 01/12/1982 |
| From: | APPLIED PHYSICAL TECHNOLOGY, INC. |
| To: | |
| Shared Package | |
| ML20028B811 | List: |
| References | |
| PROC-820112, NUDOCS 8212060386 | |
| Download: ML20028B813 (75) | |
Text
{{#Wiki_filter:7 .t - =, ~ l l l t i 0FFSITE DOSE CALCULATION MANUAf I i FOR l h i MISSISSIPPI POWER AND LIGHT COMPANY ~" l l GRAND GULF NUCLEAR STATION i 4 i i i i l l January 20, 1981 ( Revisions Through January 12, 1982 ) l l l [ i i 8212060386 821116 PDR ADOCK 05000416 i P PDR I APPLIED PHYSICAL TECHNOLOGY, INC. 9 / I Smyrna. Georgia 30080 2734 South Cobb Industrial Boulevard (404) 434 9889 t. NUCLEAR POWER SUBStDIARY OF NUCLEAR CATA, thC. L ( ..n . - - - = _. i
m 1 s ODCM a TABLE OF CONTENTS --t Pace LIST OF FIGURES.................................................... 11 LIST OF TABLES..................................................... iii REFERENCES..........................................................iv INTRODUCTION....................................................... y 4 4 1.0 LIQUID EFFLUENTS 1.1 Liquid Effluent Monitor'Setpoints 1.1.1 Liquid Radwaste Effluent Line Monitors............... 1.0-1 1.2 Dose Calculations for Licuid Effluents 1.2.1 Maximum Exposed Individual Model..................... 1.0-7 ~ 1.3 L iqu id Radsaste ;, Treatment y Syst em..... w..~..2..... r.... ; a.:...... 1.0-14 5.~;4,h;;,ir, ' ~ =:.% ?.h ^ ' ~ l-:l m:, 2.0 GASE0US EFFLUENTS 5@r w 2.1 Gaseous EfflueWt Mon.s.o..r5Setpoints^=-W 'h:t' ., 24, it 4.y i. .w.e :- 2.1.1 Contiriuou s Ven tilation Mon itorsi... z........f......... 2.0-1 .n:<:g.w;m.. :~: u:- 2.1.2 Containment: Purge:iMonitoi s.. T.'... g:1......r.c;......... 2.0-2 c. L.:: a ~:.z 2.2 Gaseous Effluent Dose ti.lculat' ions?,5 l';"M.. M. lar. - 2.2.1 Unres tricted Area Bouridary Dos e........D'............ 2.0-6 m e Un.;he..$tricted Area Dose to Individual...'.............. 2.0-7 2.2.2 s ' Me teoro 1.dd.i.iaT;'.8,.3de'.1@m.s..t.;.g/wym'i'i@f.;$f'.iy ' g:>Q::... 1 t M 2.3 n a;;.a. lJu. 2.3.1 Atmospheric Dispersion............................... 2.0-22 l 2.3.2 Deposition........................................... 2.0-23 1 2.4 Defini tions of Gaseous Effluents P arameters................. 2.0-25 2.S G aseous Radwaste Treatment System........................... 2.0-33 3.0 RADIOLOGICAL ENVIRONMENTAL MONITORING 3.1 Sampling Locations.......................................... 3.0-2 3.2 Map of. Sampling Locations on the Site Periphery............. 3.0-3 3.3 Map of Sample Locations Beyond the Site Vicinity............ 3.0-4 l GRAND GULF, UNIT 1 i S
t 00CM 3 2 f. LIST OF FIGURES Figure Title Page N 1.0-1 Calibration Curve for Liquid Effluent Monitor.............. 1.0-6 2.Q-1 Plume Depletion Effect for Ground Level Releases........... 2.0-29 2.3-2 Vertical Standard Deviation of Material in a Plume......... 2.0-30 2.3-3 Relative Deposition of Ground-Level Releases............... 2.0-31 2.3-4 Open Terrain Recirculation Factor 2.0-32 3.0-1 Collection Si te Locations ;~:,. General. Area.. Map...........,...... 3.0-6 c. .;.,.. ~.. 3.0-2 Collection SiteiLocations,'ClaiioFne Country, Mis'sissippi.. 3.0-7 3.0-3 Collection Si b locations, Site Perimeter ......c.......... 3.0-8 v: z.
- w;w,
/ ,s. 1cf ..e. ...z. m. n,,,.ng;>.;;i:,;m....
- c. j,,
..s.. : g; : .;..z ..a
- ':> ' ' ~" g,e me-
'R:- _ ' j.+
- 1 w
3: _ i;:.1:ty6s ' f!1 c.; _ .d :r ~- .;2.;p .i;i s
- i.it,7,;p
' Tll !. rE: .. c
- w m:.,
,.e ^.[3 + s ..? :w;;rri i.. ' C {$:C';&l;:$lg:c;?z ':vs: ;a;qrg 9p" ';.y - .Q ' H;* ~ G+# ->,.::.n;-:.:i;.' G. il.i*I a ~ GRAND GULF, UNIT 1 ii
m s ODCM LIST OF TABLES ^ ,l Table Title Page 1.2-1 Bioaccumulation Factors................................... 1.0-10 l.2-2 Ingestion Dose Factors for Adults......................... 1.0-11 1.2-3 Site Related Ingestion Dose Commitment Factor............. 1.0-13 2.1-1 Dose Factors for Exposure to a Semi-infinite Cloud of g Noble Gas................................................. 2.0-5 ~ 2.2-1 Pathway Dose Factors for Section 2.2.1.b.................. 2.0-9 2.2-2a Pathway Dose Factors for Section 2.2.2.b.................. 2.0-11 2.2-2b Pathway Dose Factors for Technical Specifications 4.11.2.4.1 and 6.9.1.13................................... 2.0-13 2.2-2c Pathway Dose Factors.for: Technical 3 Specifications t :. ;. 4.11.2.4.1 and 6.9.l'.13 4........c.v..r.....;. h....2..... 2.0-15 2.2-2d Pathway Dose Factors for Technical Specifications 4.11.2.4.1 and.6.9.1.13....................z.............. 2.0-17 ~w, ... -..':%.g. 2.2-2e Pathway Dose 2. Factors:.forhTechnical Sp~ecifications? ec 4.11.2.4.1.and 6.9.I41304.. w;... W.5.. Ut.....r..'........ 2.0-19 W ..c.L $U. s.,;') ?-r St dM v d 2.2-3 Con tro l l i nglRe ceptorWLoc a tionsL anif P athMays.tiy......... 2.0-21 m }; 2.3-1 AtmospherifcDispersionParametersforTechnical'r Specification 4.11.2.4.1 2.0-24. $N3 2fiEC @!/@ 'f@dT' *^".:.I;,. lif Ai r Sampl er ~.EsM 3' ion Sites ..'. r..';. ;......;..i'............ Collect 3.0-2 .I 3.0-1 3.0-2 Miscellaneous Collection Sites............................ 3.0-3 3.0-3 TLD Locations.............................................. 3.0-4 e e en l [ GRAND GULF, UNIT 1 iii i 4 $p
r - s REFERENCES ~ 1. Boegli, T. S., R. R. Bellamy, W. L. Britz, and R. L. Waterfield, l " Preparation of Radiological Effluent Technical Specifications for Nuclear + Power Plants", NUREG-0133 (October 1978). 2. Calculation of Annual Doses to Man from Routine Releases of Reactor gffluents for the Purpose of Evaluating Compliance with 10CFR50, ~ Appendix I, U. S. NRC' Regulatory Guide 1.109 (March 1976). ~ 3. Calculation of Annual Doses to Man from Routine Releases of Reactor .4 Effluents for the Purpose..of Evalua_ ting Co.mpliance with.10CFR50,
- ;p M s
Appendix I, U. S. NRCIRegulifory Guide'1'1'09' Rev.1 idct'otisr 1977). ~~
- y
. - 3:;
- if
~ 2.e ;g.., ~, c., " Environmental Repoii", MNshsipp'i Power siid LI$tT6mpani, Grand Gulf 4. We ne 9.= W g+ i.% Nuthar Station, Unfts f;w.: 23;;4 ad '2 NN - @g; 1$fi .;.gv .;w en- ..g'.. %: W.'. j f ik' T
- .y:...
,4, .~...r l 5. " Final Safety Analysis Report", Mississippi Power and. Light Company, Grand .g3 c...... w., n.e. ?%;g c,y..e,aue,. c sls i 1, Gulf Nuclear S.ta.tionW ;.e;.,ss:.,2'*f . f ? ' '.,.2^'" 6. Methods for Estimating Atmospheric Transport and Dispersion of Gaseous ~ Effluents in Routine Releases from Light Water - Cooled Reactors, U.S. NRC Regulatory Guide 1.111 (March 1976). 7. Methods for Estimating AtmosP tric Transport and Dispersion of Gaseous Effluents in Routine Releases from Light Water - Cooled Reactors, U.S. NRC Regulatory Guide 1.111, Rev.1 (July 1977). 7 \\ ~ GRAND GULF, UNIT 1 iv me
a e INTRODUCTION The OFFSITE DOSE CALCULATION MANUAL is a supporting document of the RADIOLOGICAL EFFLUENT TECHNICAL SPECIFICATIONS. As such the ODCM describes the methodology and parameters to be used in the calculation of offsite doses due to radioactive liquid and gaseous effluents and in the calculation of liquid and gaseous effluent monitoring instrumentation alarm / trip setpcints. The ODCM contains a list and graphical description of the specific sample locations for the radiological environmental monitoring program. A minimum OPERABLE configuration of the liquid and gaseous radwaste treatment systems is also included. ~"-12;$ ' "^ It"~ ~
- ' "^'^ " ; g : W The ODCM will be ma' int'ainei at 'he N ation"[or'~use'a$'I eference guide t
-O and training document ofiaccepted methodologies and calculation's. Changes in ...? ~llQ4%lLT f! the calculational methods or' parameters w;!%::3.R. fM)$E,'. ?l? ~ ill'~behincorporatedlinto the ODCM in M l2 M f3. 4
- S
..w orderT assure that tiie 00CM repr"esents"the presentiethodology in all ~ ;,;y.<;:;~ , y; ,= s.~ applicable areas. Computer software to? perforin th'e ' described calculations ~>L .0 ~k, will be maintained. current with this ODCM. .. ~ T,.'Rg;l't. fn. 'M;.y:."ne=.;2l 2:::~"'".
- r a.
e.
- :a,un
-- a GRAND GULF, UNIT 1 v
r-m i a 1.0, LIOUID EFFLUENTS 1.1 Liquid Effluent t'onitor Setpoints ( l.1.1 Liquid Radwaste Effluent Line Monitors Liquid Radwaste Effluent Line M'nitors provide alarm and automatic o termination of release prior to exceeding the concentration limits specified in 10CFR20, Appendix B, Table II, Column 2 at the release point to the unrestricted area. To meet this g specification and for the purpose of implementation of ] specification 3.3.7.11 of the RETS, the alarm / trip setpoints for liquid effluent monitors and flew measurement devices are set to assure that the,following equation is satisfied: W ,j.S C,a ;4u i g. where: . '.': 9 s C= the effluent concentration.limita(RETS;ISpeci((c'ation3.11.1.1) (.y w.m g ~ ,~ - implemen"tingi10CFR20!fori"the site,.in%Ci/ml@ i ( d^" ld 4 M ih co-the s5tpoiribMreprisenhtive $f' a radi,oactidty concentration c= ,.7 w. in sci /ml, of the radioactivity monitor me'asuring the radi6 activity in the waste tank. effluent [line prior to dilution " ? b,f' h 5e'th$ int, k6idh is inversely . 4. ' di a5d SN: :ku'd3tih;N,E;'N; D.> Miw-. ' - '.J .~ ~ proportional to the volumetric flow o'f the effluent line and ~ directly proportional to the volumetric flow of the dilution stream plus the waste tank effluent stream, represents a value. which, if exceeded, would result in concentrations exceeding the limits of 10CFR20 in the unrestricted area. f= the waste tank effluent flow setpoint as measured at the radiation monitor location, in volume per unit. time, but in the same units as F, below. l GRAND GULF, UNIT 1 1.0-1 M
s F= th3 dilution water flow setpa. int as measured prior to the release point, in volume per unit time. At Grand Gulf Unit 1, the available dilution water flow (F) is constant for a given release, and the waste tank flow (f) and monitor setpoint (c) are set to meet the condition of ecuation 1 for a given effluent concentration, C. The method by which this is accomplished is as follows: Ste) 1) 'The isotopic concentration for a waste tank to be released is obtained from the sum of-the measured concentrations as determined by the analysis required in the RETS Table 4.11-1: Ct-Cg+( Ca + Cs + C ) (2) t + where: @ ' se, ~ s 9~ the. sum of concentrations C of each measurdd gamma l C = g g s.. emitter observ.ed;:by / gamma.......-ray spectroscopy.lof the waste sample.dd,.N~G,,l? ,L+ M
- gg
<;M .i m; . 3;r y 2 w-a:u c the suni of.(cNEhntr.holisN, cfkihfla.' emitters in liquid C, = c .:.=:?
- M..
l
- . Waste as measured Jn the monthly composite sample.
w C -S" he measured concentrations of=Sr-89'and Sr-90 in liquid ; l 5 ..? & c' & $,; W ~.L. 0 M v:, ,'J ' R:5:3 waste as observed in the quarterly composite sample. the measured concentration of H-3 in liquid waste as C = t determined from analysis of the monthly composite sample. The C term will be included in the analysis of each waste tank 9 1 l batch to be released; terms for alpha, strontiums, and tritium may 1 be inciuded if analysis of reactor water has shown the presence of ~ l these isotopes. 1 T \\ l l l GRAND GULF, UNIT 1 1.0-2 ~~ l..
= 1 Step '2) The measured radionuclide concentrations are used to calculate a Dilution Factor, D.F., which is the ratio of total dilution flow rate to waste tank effluent flow rate required to assure that the limiting concentration of 10CFR20, Appendix B, Table II, Column 2 are met at the point of discharge. 0F i M j .x S.F. = ~ (C ~f \\ Ca Cs Ct y g + + X S.F. (3). L MPC g g a MPCa MPCs+MPC) t s where: C, C ' C, and C ; measured concentrations as defined C = g g a s t i in Step 1. Terms C, C, and C will be included in the 3 3 g calculation as.;. appropriate.., s ... ~.,. '~ _ 4::.;%;lG %.: k D^" MPC, MPC,y' and MPCt are limiting concentratio of the
- MPC,
= g 3 .f 7._. '+ appropriafe radionuclide from 10CFR20,i'Appendi4B, Table II, f! Column.-l~2.il For dibs?::f !N N oIOed!.or?..isU &:Q%bti Fi W entrained.! noble gases, the nn. ~ .>.^ .d? ] ...lM WEf. :.? % concentration 2shillibe; limited.y.to 2:0E-4 uCi/ml total activity. . Ja ' ~[ ag; he ~ :.y .3, ; "'n S.F. = an adniinishatiie"safeE[ihdtsr noEmally aphiied at Grand Gulf +s .. U
- U whichi'causes the calcbiited Dilution Facth$l o be two (2) times t
l ar;tl. 's; n.- ?b.... vm-s~:... p.w::..ntn.ger/:.than;i. e.![dil.ution. f actor;.. required t. . ::w.~. 10CFR20 liinits. l GRAND GULF, UNIT 1 1.0-3 i. m
Step 3) The maximum permissible waste. tank effluent flow rate prior to a dilution, f, is calculated based on a fixed fraction of the d dilution flow rate, F d Fd+fd Fd (4) s ~ fd< for Fd >> fd 0.F. D.F. where: Fd = 0.9 x actual dilution flow rate g d - maximum perm. iible waste tank effluent flow rate f 0.F. - Dilution Factor from Step 2. NOTE: Equation 4 is valid only for D.F. > 1; for D.F. < 1, the waste tank effluent concentration meets the limits of 10CFR20
- c...
.r. withoutdilution'{.and.lf. may: take: on ~Tany~. desired?.9alu.e2 d a .;s Step 4) ThedilutiontNwratsfsetpointifo?;.minimumNilytiob%flowrate,F, ~ e and waste tank flow;ya.i...t 5 8::edetpoint fo.....:rimaxim..:::umwasteftankefflu s% ,.;h i a..c ( . :.w
- su us -
- ..;r wp flow rate,.5N$re ' aE65 kd ai5.'foiinA: (5'gy ;j.pf!
c s. m, ; F=Fd = O!9. x actual dilution flow rate &l: (5) c?.3 s;: .v . f = 0.9 xif y:0.9: x.. calculated. maximum was.t.e. tai 1k flow rate d m ; . r.;c:;c... --n~ m
- v
~ i for the stated release conditions. (6) ~ Thus, a control room alarm occurs if the dilution flow rate falls below the assumed flow rate of 90 percent'of the actual dilution flow, or if the waste tank effluent flow rate exceeds 90 percent of the ca_1culated maximum waste tank effluent flow rate, and the release is terminated. i GRAND GULF, UNIT 1 1.0-4 9 y.
..se Step 5) The radioactivity monitor setpoint may now be sptcified based on the
- ~
values of [C, F, and f which were specified to provide compliance-j ,] with the limits of 10CFR20, Appendix B, Table II, Column 2. Tne monitor response is primarily to gama radiation; therefore, the 2 actual setpoint is based on [g C. The setpoint concentration, g w C, is determined as follows: [f\\ d C, = l 7 g (pCi/ml) (7) i C s.. \\ ') 9 where f is the actual (or maximum expected) effluent flow rate a The value of Cm (uCi/ml) is used to determine the monitor setpoint (CPM) from the calibration curve of Figure 1.0-1. ..p:. :. ;.,.~ g;.
- p,
es.m;w :=::: ~..?y =
- ' ;,a _,..:
l. Le !' hs NOTE: The setpoint contains a factor of conservatism, evenjif the m3 ..v.....
- .~. :. ~. m..
~ calculated maximum wasteatankt. flow: irate :3s.,:da.ina.ble, since the .> a u ~m
- f
. {f *. *' S :wS$li $NL,: ::yl.f actor;(5 , lv ,~ calculated rate contaYdsa.,[' f.y.f.<; ' 's ,, s.o theisafet margin,'gwaste tank ij-oo- .N.fb i'}! I 'effluentflowrate; margin,land."thefdilutforEflow:r? 3.. l ?:!.. ll.. . ate margin. In RC I practice,ithe actual wasteitank effluent flow rat'e normally is many L
- ?
W times less" than: the: calculated:: tank::.f. low.rateMhus providing an G: 'luf T : Git;+ M = h : u 6.q :.hi l additional conservatism during release. g. l L l t~ i 6. l \\ 1 I I i e* GRAND GULF, UNIT 1 1.0-5
i s Figure 1.0-1 Caf fbration Curve for Liquid Effluent Monitor '-+.., ; : 2-^;_ - =O. d-A ^ t-----A T-.. ...s .J. -,....i. t. 3
- ,.. i ;;,,..
.. M*P. e .s 41 g u,,.4. -,.. a
- ...:. a 3
.s ? 2 u* '. *
- 8
"* - "6 5 8' '14 e i 8 "+' *
- r' - -M ' i H W8: "*a-*-8 i-H 2 i W W ' *- M 8i I i IIIII.EU** ):Ed
.d M-Ni-f-5 M* E.D ' b W43T.T NW 34"Y-N N.*5 r*Di " "~ Nii 4 -h- ' ' % ~i~b_I fl
- c...p. : u'... ;*.
.r 4.
- q... JJ.J. '. ' yA, e. *e -
~ ' w7. m 3.'. r c -., i"2 k ei a.4...;~4f*. A.J.q.;,q,.. a.t ".r-w:. ? - *p a '* y-: - a,. o.n .r. ...e ..u g._, va a 4 t. a.:r a ni..,..: q e r r---
- M d' ~ 'G:'
- + : 4 'i E -dMIN, h :
4O d ~i f n ePsfra-=.*' i Lk"P WW '8--d t -' I550 b' N E:M$i; 4 IY.3D$ . 'a N rd : Uh D T:*-4
- i'"-EM.i3 I~ilr MN.MN-N34* :iN_
u -:: :.i.u. n.__,.u.: g: M. i; r:-:".:.= ' : s : =.L=_ n::..... _.~.;2. n..u : :.=p: a.=j_ :::::...:.--. :h:.= :.u. :.:.:.==:== = s: .= 2 c :.a. u- -.: -- :-:r = u.= - i.. .?:. ast:: :t---: :n:.. = _ --.::.: :/.-t
- .:::J:.::r- ---
_ 2. _-. ~. -_. _.. _. 2 7_ -- _. _-..- ~_ ~_t:;~t = J 1--- * - ;=..__0; ... m.. i.-. _ __t - t-
y,--.t..
.=2 c. m.... m_ + m, l - -. x.. c s_.-- _.n. .o ...o,. ._..y~... ............m.. .;i.. n, ,4..., m. m -.,_. . _..C..:... PO.R=..R-ES'1.f.'M. M t*/ At..r M.., u, b... g. d,._ i ... m...,,o, . e.,g.. e- , s...y.....:-.-...,m..,Aa.6....._.... .~. ... a -/...-._.. ... 2 ; w... pw ;;,.....s..: a,,. i 1 e;.a..a..} _._._;a........u,, J u. ~ = ..t o. A:o...:. m, - n..u..a.,: t a.._. .. i.o w ..y . _, e u _4 ..sr. is&'n4{acruD.; cucVe!.to._be.. pr di ~. . wse:. ; ! :.m..a.u 2.w:w..m. es.,$l de.n.bp!= pfiit) U.Q."*.9%., MMS.e.pt:..:.e-..r.s.m CC -- r u
- t.. m. -m. n e- +.. =. u - u i
l*.'N Gd-El_M9.$.5-EEeds.5N S:t?.NN~.d.h *E~-Fl_! hiN0$5i. NMO _W --M-f:* ~ ~.!-. 1......_. .i .i.4=.__......._.. _ _._....._._..._._....e...L.... 4.._.._.. e s.. _ _. q..s,,. 4.. .4 .e<.e... ,... _e..g'..i. g e g.. ..e... ,9 t._ 4 . r. .a 4 m, w... ~ CJ 4... .r ... e r, 9... ..tT1 c.,. ~.g,a. ...a. .4 f u i .1. " * - 6 "- #,. ~ i 9. =. v. s...#- .... m : t M ..sv..rame.%,.a ry. q-w r y 4 p tu s vre i.ne: I nsPt i p t.:g g pt- - i.wy m i 3 .d Q m g.a;
- 4.. map'.:}gui m s. :, n = 3. m.... -
.t a
==s- .e. paw p.m:..: *. Q.-h.! it::: r-t-7 "igrWj p M.@.I.:h:fpi'Gi:ri::'f ! (M.ipier';.p?" gui::M@z;5,jjuadiiksji.2 h:9.Jn::-t? t (t i4 t; ?..,' 4:.4.l,'t Jo-t.a:.'M. r.e:.Q.,.;J. L..i.4,.:4. c.t a.p.t a..
- c 4m* * *.;.
- .a L. 4. 9.. !. m.
- 4. m.g.!p,m. _ ' - -
- 4... J. m.:.4,:
_,.v..A..;. 4 : 4 c~ -.. o e.. .a:
- 8. m.
..m -w,. .= . m.. y.g w ar um.r-s r yr t.s, L,. .n....J. m.. :- v.e = e l en..J M.. T 8%: o.r m..._'.. h - i..t c'= O l s e,..u .. v.a,. ., -. ;.F j WSjl- "...:a. 9 5-2-.
- -- - a.pr,1.s2.7 :, a,,d, : u@.,,
.s.i.s.!,, T..a.-. te s.e.:.. ~. m 4..'. s.: d...... d._. !_m. _.' -:::- -:ws rf..u..tt..r..... .. :avi W - st%
- c.L:
- r. b..A..r.4. t r :._.: !..s' h.. -......
-=f - r "e: J-t.. j nz
== = :: ::.: =.. m : u :u !:=.:.. = pa: : _..:%- =- -=....-.a....: a. u a :a r..-. ::.. : -= : __.:a-st.* ::-* ::: - rJ ::.:.= r:.: ~ --...........----..-...J.- g w..- .a.~~ e,.,..- -...4.... _ _ -.... ... ~ - - c. ,.e. .. c.. w. a....... .~4 ..o .aaw. -....6.. - m.y c .....:..q
- 2..
- ge I
,',2 10 -4 - - ~ ~. L6 i+ % P-M m M- + 4-t-W.. m w .- y..y. .g
- , r.
.g. / 22 ( ., u. i w 4.._;., ..e,.4 1 m.-.vi.a t.a. ,4, ,,,.1 ~r..o.... o..,....,., c 4 \\ J.. -. :. r - c. - a % w eWa Wu = i.eum;4+ -= : aan-=Mw w% w.RWw
- 4mwg g
agg;:g;:nija j.
- in
- .,; jj g a a:y.j.i g :.gg,q,;t,,;.,gg,gi jgi ypg:4.',9,::,i.
2, QJ.4.:: ps [3gg:: :: g;.:;gg.y.!-t.jf,sg g.g.it;;;,. f.g.Q j;j, 9,g=. 'A.5.. 2. w,:rf,,_,.m.m...g.gA. :".. - .% a 9. lL...:.:.;,-4. :.: ::t a.. n
- s.,:;--; y. t..:.wM
-s.W. c. u.a. %> -. 4, Q. M . _. g,,
- 4..
tL d o .,-e .e, .t...s. i iy e.. s. 3 g, ,m. W !4.9 m w!.em,p3b,gM. nJ;:2f_;-tp ne-l p%a mgp. g!lpn# t im 6::;u_:a:pe:s+ u = w u -n:s_=M9 @is.hW4.s Punisv#i4m -IAn..SE y-h i::we --.W414MW=-rid.hnii".6%*mrtMW
- g i
- wl.n.m
- .1....i::.A.
p:.. a..p:.==nar+ -- ,.n c.:::= r.p:v. L i
- -.: = _.,,:.._ m fr...,.. _....,... 4 v..=..p gh... - - - ~. --
_, e u.
- r.n.r
- a. :-.
- u.
- m.
_ _;m- . r:- =.i ... :=.:: 2 . _ - =.... - .f " - - - - f r
- 1 1=.-..
p :. -- s:g n..'.1.:.4r.J 2 s ; .c2. 4 2 6 a ., =.=,g". u.c.rp 1 a.p p.
- x. - -
.r. -- -.~,. e. 4. 4...':._ :;-- _t g% W -** a- ** N p/- - , a , 5 10-i ~ 1 +-~ "m... r i... ...t . t,. 4.. ....o ......., m.m. a... _,. -.. m... u 3 ~.r. ? S
- i
' m"! & T P an e n, t 4. Me :;=r - ~ + y- -J-que:n.6 em.w._r W t,r,j i! ' '. = d U h i nt o ww "'" m.i _--4 s n a Wt :!-: ; Lf'.5.ildFr Pg atW ' Gu-et*
- mW W ! P t iEs*la r H.( F_ #.minr Negas=+ harm.8 iM.91---tr... [ ; ? ?-5d"*4 T --MM 9-"M* : :-* W H l I :,,',.wh@
f-1-W * '.' l-. MtW.in.4-4_ .. -.. s. r - '..i.t..E..n..-. -::.r * ' t. L;~s.a g. ,w; N: g, . c o m.,,,j. 4 se.* s:+l.t . i mea *-* drIyr.q-
- e..s..
+ .w.,* 64.. d - - ..e U..,;- au 41 j. i.w.r.Jm,, r pgd,,.ps p,) pg.. ._ +.mp
- .pl4M. ~ j - c-Q ; { ! H';8:*
..&. p :'rq w. - t 434, s-
- .an. m
- 9 ts:.4.
. i g . iL: ts:a.t a s;;pi+.224 gng; g n.s. etp r= m...,:::.l.=......._-n._.._.:=.:,,-.a.-. ..p....n.... r..m. =..a.
- :::*4.u_ _s: =._.,:.!. v.. ;. p. :.:::. :.:.t....
..m.,... .:.r...: 6..r........d.r_a._m......r._ =::-- -.u ..... :..r., _. ._ a ..... s.. ~,.3.4._._...._., w.,_..-.._._.._._..._.r._.. ._._........2._...._..,._.. c ,___.r..... t.4.,. ..._r..__._.... ...p. r .s- .... _.i..i... _.. _ ....a. 4. ~6 ~ '- % -- '-*y-"- 10 _.., ~ ,e.t...
- a... +...e..
,,..3.. ... ~ ,...,.m.._. m.._...,.s 3
- 3 y n,.
- r. J & ;-f
- ; g
- rsa - -y -. -ts.r m.sm.r.4.as t.s ie.w..s : -t. 9 r
.e v 3,ts.- re n mmt-q.d.n-C'l. a.M. w a r.lf w r. m.i A%Wi h*ps t.t *:* :--sj r .M:-* j ! M j t i.[.;:Mf.4 2 p:-7 :ct f j--N:::44.2~r.fa8iid --lI4hlil'N:I:2
- WP I.T $-YM #8 8I! ::~- F
'.L'"+-*' -T
- - d :%
'j W N- .JI T1 i--M r-d-id' !M1W-M-tt'h,3-W id-MMd - j,. ~ ,,,4 _f. igy ;,9 ysu,,,;,a';y"iW th' W.M m'iiW-N m: t.nl40 i M , :fy,,,!:;,p.i T 7i.4+l7D F fi!r!=- +:7 nh-P.t2. -'cs . "=.'**i: ar: i . ' e i 3,;,;'4,;;;p.u+i -, O r'-m - $. umy 1,, u 6 i e r i fa n-r m@i~.hi h i s; t l W 9.t. um.- #-f :i ~-iEM :is-ff.4iid1-n:-'h - -#p-5N_:i :3 0?- '.5~:.hiW=hNhW"MM=N:!E :.c_:.ME ] 10_,_.._.___...._n._......_.... .-.r%..,_._....._........2_ _.a __.a. _..._-. 1 2 3 4 5 6 9 10 10 10 10 10 10 Count Rate (Counts per minute) GRAND GULF, UNIT 1 1.0-6 G r. ..--y-.. .m,_y,--., -,,. -..,. _ _ -..,,. _,, m .,--.,-.,,-,._,4--.
c Dose Cal'ulation for Liouid Effluents-1.2 c 1.2.1 The dose contribution to the maximum exposed individual from all radionuclides identified in waste tank liquid effluents released to unrestricted areas is calculated for the purpose of implementing RETS Specification 3.11.1.2 using the following expression: (1) ~ m (8) { AiTau at) Cjj Fj (millirem) OTpu" ),7 u where: Site-related ingestion dose commitment factor, in A iTau millirem /hr per uCi/ml. K U BF OF g p j g .a lengtfEdf tile ilth time" period' over w)Uch Cg and F) are ~ ~ ~ at j averigedforallwastetanklicuid.;releas$s,inhours. s
- =.;
average coIcEt'ritioMcfNdionaclidd i[$$erved in the Cj mis , !N 4 3# BU i und'ilute"t5,SasMtank.iliquidIeffl'uent dUfhig time period .. 1-s-@ u EIt) fro'm%n[jiquidIrelease fr$Mh'e I5Ne tank, in / '^21/ml. ConcentfaTions are determin,di'primarily from a e: y;;;,. 9ag:a.dsotopic.;analysissofgthe;.was,tsitiank liquid. effluent _,_ _ . :.ww s,n. . ;xs ~ a.m , For Sr-89, Sr-90, H-3, the last measured value from 1 sample. the most recent monthly and quarhrly composite samples will be used in the dose calculation. tiote: LLO values are not used in dose calculations. 1 during any near field average dilution factor for C4 F) liquid effluent release. Defined as the ratio of the average undiluted liquid waste flow during release to the product of the average flow from the site di:: charge l structure to unrestricted receiving waters times the i i , ( applicable factor of 5(2) GRAND GULF, UtlIT 1 - 1.0-7
average undiluted liouid waste flow = average flow from site oischarge x 5 K units conversion f actor 1.14 x 105 o s =l 106 pC'i 3 d. 8766 h[. )1 10 X ( uCi Kg 7 yr) U,. adult fish consumption (21 kglyr)(3) r j Bioaccumulation factor for each nuclide, i, in fish, in pCi/kg BF = g per pCi/l from Table 1.2-1 (taken from Reference 3 Table A-1). Dose conversion factor for each nucl.ide, i, for adults in DF = preselected organ, Tau, in mrem /pCi, from Table 1.2-2 (taken from Reference 3, Table E-11). wp : s .,=:.4 ....s .s. s.. , ;. :( - Calculated values of AiTau}f r radionu'clideswhich might"bs~ob; served in ~ liquid effluents is given~.J.in Table 1.2-3. . ;ll' ;]a.~; '~ii[iNF,~'kNS 5;f .. u. s .i 'k4 .iti.':W..'.RN:.j$ W .,p.if ~
- 3...r ~- gr..
.e a q; "'?;i.u.u2l;:, ik + ;iis!
- ii
- : '
, s: e;.;&,. ~ .%. j s:. -. :e,n- ,gg.ag- ..;t:,; i.;g:. y
- g
.~ u.. &;+.: l , e, gtn ~ 'hs.;; @t..l ,*_ $.3 ut.- O:; C :.w':ML;l# s%= RQ;R?"l'Lq? ' 'M ' ' W;- l ~ ~, r
- ,: W
~ s ed( i GRAND GULF, UNIT 1 1.0-8 1 e.
i TABLE 1.2-1 BI0 ACCUMULATION FACTORS-(BFi) (pCi/kg per pCi/ liter)* FRESHWATER ELEMENT FISH INVERTEBRATE H 9.0E-01 9.0E-01 ~ C 4.6E 03 9.1E 03 i NA 1.0E 02 2.0E 02 P 1.0E 05 2.0E 04 CR 2.0E 02 2.0E 03 K1 4.0E 02 9.0E 04 FE 1.0E 02 3.2E 03 1 C0 5.0E 01 2.0E 02 NI 1.0E 02 1.0E 02 CU . 5.0E 01 4.0E 02 ~ ZN 2.0E 03 1.0E 04. J ?4T2EE02f" 63.3E:021 - BR 9.. RB .; d ", '" 2.'0 E 0 3 " ' 1.0E 03' 'I ~ s 2 SR } 3.0E 01 1.0E 02.. Y - 2.5E 01 il!0E 037 E' 00? ZR
- y m:3.3E :00 ':v= ';.. ;lp[.6p'0E02st;
.wu ng.. ';.310E~ 04 '.=:1. -( M0 M W ...!T.0Ef01
- c.. '!
' kl.0E ONF TCFi hi'* 'Mil1.5E:!01 "1 OMS.0E 0'0i , R%e.'.'1.0EF01-5 @! if 7);3.0E;! $ AE 0 RU1 ggi cu.r u
- 1.0ET01'
' ' 3. 0E:: 02 TE' 4 0E 02 6.1E!.03 [I4 1".5E 01 5.0E:l00 JCS 2.0E.03. $" c[.. 1.0EC 03 i .T.?. B.Ai 66@ '.u':: ?!!bT !1.4iOE'00's ' 42iOEF02 .< w:un ~ 5E 01 ' ' r g..; ~.0E 03 2 1 CE 1.0E 00 1.0E 03 l PR 2.5E 01 1.0E 03 l NO 2.5E 01 1.0E 03 W 1.2E 03 1.0E 01 NP 1.0E 01 4.0E 02 l e .d l
- Values in Table 1.2-1 are taken from Reference 3, Table A-1.
GRAND GULF, UNIT 1 1.0-9 i l-o . _, +., _ _y-.
i i t t i s s TAELE 1.2-2. c. i' ) Page'l'of 2 s s INGESTION DOSE CONVERSION FACTORS FOR ADULTS (DFi) (mrem per pci ingested)* ,l g !\\ . i o 'g s s s s NUCLICE BONE liver T.ROGY THYRDIC KIDNEY tun GJ-tc1
.--.--------.--.7--,
H 3 NO DATA 1.05E-07 1 05E-07 1.05E-07 1 05E-07 1.05E-07 1.05E-07 C 14 2.84E-06 5'.e8E-07 5.68E-07 5.68E-07
- 5. 6 8 E'-0 7 5.68E-07 5.68E-07 a
s Nf 24 1.70E-0.5 1.7CE-06 1.70E-06
- 1. TOE-06 1.70E-06 1.70E-06 1.70E-06
== P 32 1.93E-04 1.20E-05 7.46E-06 No D A *AY NO DATA NO DATA 2.17E-05 gCR 51 NO DATA NO CATA 2.66E-09 1.575;09 5.86E-10 3.53E-09 6.69E-07 MN 54 NO DATA 4.57E-06
- 8. 72 E-0 7 N0 'O A P A.
1.36E-06 NO DATA ,1.40E-05 - - - _ - - - -.. - - - - - - - - - - - - - - - - - -.. - -... - - - -, _ - - - - - - - - - =. MN 56 NO DATA l'155-07 2.04 d-0 8 NO DATA 1.46E-07 NO DATA./ 3.67E-06 1.09E-06 d 1.06f,-Of[ 3.40E-05 l TE 55 2.75E-06 1.906-06 4.430-07 NO DATA NO DATA 2.851 06 FE 59 4.34E-06 1.02E-05 3.91E-06 No DATA NO DATA
.------_..------------------------------------.-----cy_.-------;1 CO 58 NO DATA 7.456-07 1.67f-16 NO DAT A NO DATA NO CA7A 1.flE-05 t
4.02E-05, CO 60 NO DATA 2.14F-06
- 4. 76L-0 6 NO DATA NO DATA NO DATA 3
N1 63 1.30E-C4 0.01E-06 4.36E-06 NO DAT A NO DATA NO.CATA 1.83E-06 NI 65 5.28E-07 6,.86E-08. 3.13 E-0 8. _ NO D A T A ., N 0_ D A T A NO DATA 1.74E-06 CU 64 NO DATA
- 8. 31E-bs 3l3'.'91 E-08 i NO.0 AT A - c2..f0E-07Y hGiDATA 7.10E-06 7
1.'l03E-051"N0' 0 AT A 9.70E-06 1.54E 056i96E 06 'r/O DATA \\ C ZN 65 4.84E-06 ZN 69 1.03E-08 1.97E-08 ~1.37E-09 NO D AT A !.3SE-05 N0/5ATA 2.96E-09 ER 83 NO DATA NO-DATA 4.0?E-Of NO DATA No TAT A NC. DATA 5.79E-05 BR 84 NO CATA NO L D AT A. 7:35.216-08.. N0; D A T A,, No. DATA-h070ATA 4.09E-13 ... _ --_--- - - - ----- L - ---- J 6.J-p -. ' y 1 ';.e - ;;.2.p -y-- L. 0 -. --- - - -.-. NO2 0 A T A..,.,fy. 83 E-0 6 :7' td1 D A T Ai2.1&EhD9.:NO DATA.4, N0';.DATAk LT E-24 BR 85 NO DATA-2711 E-057i NQ) DATA ik.N D J AT A -4.16E-06 I R $6 NO DATA R (E NO DATA ;.6f C5 E -0( 'r.21E-0 8 57hD D A.T A) 00:0ATA ei O DATA 8.36E-19 - - --. - - - -- -... -- -.-- - - - -- -. --- :---..=- - - - 9.:- - ': 5-._ -- --g, N-...u..----------- R8 89 NO D A T A, 7 4.01E-08Mi2. 82 E-0 8 0if NO: 0 A T A jy0;0ATA:::tNO DATA 2.33E-21 5R 89 3.08E-04(}NO DATA 8.84E-062: NO DATA NO,OATAjsih0 'ATA 4.94E-05 J SR 90 7.58E-03e NO D AT A" 1 86E-03J NU OATA N? OATA-: ..NO DATA 2.19E-04 ..-----.----...-qf-.-------...--Ga.---------------a-fe--------------..... SR 91 5.67E-06&l.NO DATA 2.20E-07 NO CATA NO DATA;. NO DATA 2.70E-05 2.15E-06MNO DAT A:p 19 30E-0 8;. ;.NO.OA7 A-QN0 DATAi NO DATA ' 4. 2 6 E - 0 5
- 9. 62E - 09;i.J0).D A T A3 3(2 Q8 El-10);;30n DA T.,Ali, SN0 ; D A TM
'SR 92 7 NO DATA 1.02E-04" l Y 90 Y 91M 9.09E-11 NO DATA 3.52E-12 NO CATA NO DATA N0\\0ATA 2.67E-10 Y 91 1.41E-07 NO DATA 3.77E-09 NO DATA tH3 OATA NO DATA 7.76E-05 Y 92 8.45E-10 NO CATA 2 4 TC-11 NO CATA 'td3 DATA E3 DATA 1.48E-05' 1 Y '93 2.68E-C9 NO DATA.
- 7. 4 0 E-1 1 NO DATA N0'OATA NO DATA 8.50E-05
'ZA 95 3.04E-05 9.75E-09 o.60E-09 NO DAT A 1.53E-08 NO DATA 3.09E-05 ZR 97 1.681-09 3.39E-10 1 55E-10 NO DATA 5.12E-10 N3 DATA.3 1.05E-04 .....-----------......--.----..---....----------.r.---.-..---...a--------- N8 95 6.22E-09 3.46E-09 1.86E-09 NO CATA1.3.42E-09' NO DATA 2.10E-05 MO 99 NO DATA 4.31E-06 8.20E NO 'D AT A. 'F.76E-06; NO DATA 9.99E-06 TC 99H 2.47E-10 6.98E-10 8.89E-09 NO DATA 1.06E-06' W.42E-10 4.13E-07 l ---.-----_-_-----------a-------......--------------A----...------_----- l TC101 2.54E-10 3.66E-10
- 3. 59 E -0 9 NO DATA 6.59f.-c?., 1.87E-10 1.10E-21 l
Rul03 1.85E-07 NO DATA 7.97E-08 NO DATA 7.36E'-0? NO DATA 2.16E-05 RU105 1.54E-08 NU DATA 6.08E-09 MO DATA 1.99E-07.tC3 OATA 9.42E-06 N ~(
- Values taken fr0m Reference 3, Table E-11.
GRAND GULF, UNIT 1 1.0-10
i, s n-( TABLE 1.2-2. (Continued) Page 2 of 2 INGESTION DOSE CONVERSION FACTORS FOR ADULTS (DFi) .l (mrem per pci ingested)* z ~\\ NUCLIOE SONE LIVER
- 1. AODY THYa010 K10NEY LUNG GI-LLI.,
RU106 2.75E-06 NO DATA'
- 3. 4 8 E-0 7 NO DATA 5.31E-06 NO DATA 1.76E-04 P ';.
Act: 0M 't.6Ch-07 1.48E 8.79E-08 NO DATA 2.91E-07 NO DATA '6.04E-05 'h TE125n 2 6SE-06 9.71E-07 3 590-07 8.06E-07 1.09E-05 NO DATA 1.07E-05 gTE127M 6.77E-06 2.42E-06
- 8. 2 5 E-0 7 1.73E-06 2.75E-05 NO DATA 2.27E-05 TE127 1.10E-07 3.95E-08
- 2. 3 8 E-0 8 8.15E-08.4.48E-07 No 0&TA 8.68E-06 TE129A 1.15E-05 4.29E-06 1.A2E-06 3.95E-06 4.80i-05 NO DATA 5.79E-05 i
I TE129 3.14E-08 1.18E-08 7.6sE-09 2.41E-03 1.32E-07 NO DAT A 2.37E-08 TE131M 1.73E-06 8.465-07
- 7. 0 5 E -0 7 1.34E-06 E.57E-06 NO DATA 8.40E-05 TE131 1.97E-08 8.23E-09 6.22E-09 1.62E-08 3.63E-08 NO DATA 2.79E-09 e
TE132 2.52E-06 1.63E-06
- 1. 5 3 E-0 6
- 1. S CE-06.1.57E-0 5 NO DATA 7.71E-05 1 130 7.56E-07 2.23E-06 8.80E-07 1.890-04 3.48E-06 NO DATA 1.92E-06 1 131 4.16E-06 5.95E-06
- 3. 41 E-0 6 1.95E-03 1.02E-OS NO DATA 1.57E-06
= ! 132 ~ 2.03E-07
- 5. 4 3 E-07L -1. 90E-0 7111:90E-05 Ml8.6 5E-07.. ; NQ ;D AT A 1.02E-07 i-1 133 1.42E-06 2.4 7 E-06 "7 53 E-0 7
-3.6 3E-04 "4.'31 E-06" No C AT A 2.22E-06 1 134 1.06E-07 2.88E-07
- 1. 0 3 E-0.7 4.99E-06 4.58E-07 NO: DATA 2.51E-10 1 135 4.43E-07 1.16'E-06 4.2SE-07 7.65E-05 1.66E-06 NoiDATA 1.31E-06 CSI34 6.22E 05
- 1. 4 8 E-0 4.. " 1. 21 E-0 4 NO DATAc < 4.79E 1.59E-05 2.59E-06 l
N0i D A TA Z '1043Edof 1:496 E 2 92E-06 C5136 6.51E-06 2.575 05 !!!'.85E t .-___.__.________.q____..._'_-i_-054._S_y___.9-y-__g-; _-.. 5::._ _-0 6 i l CS 37 7.9 7 E-05 1l.C9E-044yh.'14E-0 5, KNO D A TAG 3.70E-05 ;.1123 E-0 5 2.11E-06 C5 3'8~ 5.52E-08 ' I.c9 E-07." "5. 40E-0 8 Q0 01T A f 8j OLE-08 ??.91E-C9 4.65E-13 SA139 9.70E-08 6.912-11i.i;2 s 8 4 E-0 9. T N0a O A T A;
- 6. 46E-11 ;3)92E-11 1 72E-07
~ .e i DA140 2.03 E-05.l2. 5 5 E-08
- 1. 3 3 E -0 6 ii.ih0 DATA A.57E-09.hi.46E-08 4.1' 8 E -05 1
nA141 4.71E-05 ].T.56E-11 1.59E-09fj NO DATA 3.31E-11M72.02E-11 2.22E-17 BA142 2.13E-08. 1.34E-092 No DATA 1.85E 11.t :il.24 E 11 3.00E-26 __.___ _.______;A2.195-11 l 9.________...... __._...._______.__;y___________._._... l LA140 2.50E-09 b(5182EF1.17 3 245E-1'1!$NQdD'AT'U [NC10'AT'A $ No DA 4.2bE-07 l 26E.09.e 3 33 0-10 ;NU-CA T A.* "N0; oar 4i /NO DATA. 9.25E-05 L A142 1.28E-10p:. A _______..._...______._a_.._______"........._____..._____.._......_____..._' CE141 9.36E-09 '6.3 3E;09" ~ 7.18E 10" ND' O A T A 2.94E-09 NO DATA 2.42E-05 CE143 1.65E-09 1.22F-06 1.35E-to No DATA 5.37E-10 NO DATA 4.56E-05 CE144 4.88E-07 2.04E-07 2.62E-08 NO DATA 1.21E-07 NO DATA 1.65E-04 PA143 9.20E-09 3.69E-09
- 4. 5 6 E-10 NO DATA 2.13 E-09 NO DATA 4.03E-05 PR144 3.01E Il 1.25E-11 1.53E-12 NO DATA 7.05E-12 NO DATA 4.33E-18
~ Not47 6.29E-09 7 27E-09
- 4. 3 5 E-10 NO DATA 4.25E-09 NO DATA 3.49E-05 N 117 1.03E-07 8.61E-08
- 3. 01 E-0 8 No DATA NO DATA NO DATA 2.82E-05 NP239 1.19E-09
'.17E-10
- 6. 4 5 E-1 1 NO DATA 3.65E-10 NO DATA 2.40E-05 l
l 9 l ~ .(' (
- Values taken from Reference 3, Table E-11.
GRAND GULF, UNIT 1 1.0-11
i TABLE 1.?-3 Page 1 of 2 GRAND GULF SITE RELATED INGESTION DOSE COMMITMENT FACTOR; A iTw ~ (mrem /hr per uCi/ml)* l ! "UCLIIEi 15.E e LIVE 5 I T.IODY r T H '. 5 0 I D. 6 I D'.E' Lut.G l G1-LL: 0.00E+00"2.2iE-01 2.2iE-01jl.2iE-01
- 2. lie-01:2.26E-0182.2dE-01; I M-2 C-14 3.13E+04 f. OfE-0 3
- 6. 2iE+02 l 6. 2iE +03
- f. 26E+ 03 3 6. 261,02 6.26E+03i n s-;\\
4.07E-02 4.0.E+02 4.07E+02: 4.07E+0214.07E+02!4.07E+02 4.07E+02' t-?2 4.62E,07'2.?TE+06 1.7FE+0i'O.00E+001 0.00E-00le.00E+00 5.19E+06 Cr-51 0.00E+00 0.00E-0011.27E'+00i?.61E-01
- 0. 91 E-01 ! 1. i.S E-00 3.20E*02 j
nr.- ! 4 0.00E+00 L4.3?E+0?li.35E+02ic.00E+00 1. 30E-0 3 ! 0. 00E+00 1. 34 E-04 l! !:n-56 0.00E+00 1.10E+00'1.95E+0110.00E+00 1.40E+02l0.00E+00 3.51E+03 F4--55 6.5EE+02 4.55E+02 1.06E+02 0.00E+00 0.00E+00'2.54E+02 :2.61E+Q2 Fe-59 1.04E+03 2.445,02 9.3fE+02 0.00E+00 0.00E+00' 6.82E+02 6.14E+03 Cc-59 0.00E+00 2.90E+01 2.00E+02 0.00E-00 0.00E+00 0.00E+00 1.91E+03 i Cc-60 0.00E+00 2.56E+02 5 i.5E+02 0.00E+00 0.00E+00 0.00E+00 4.?1E+03 T H -62 3.11E+04 2.16 E + 0 F1:.ciEWCE 0100E500 '0;00E+00 0f00E+00'4.50E+02 Hi-i5 1.26E+02 1.i4E+01: 7.49E+00 0.00E+00 0.00E+00 0.00E*00 4.17E+02 Cu-i4 0.00E+00 9.97E+00 4.SSE+00 0.OCE+00 2.51E+01 0.00E+00 8.50E+02 S E r.-6 5 2.32E+04 7.37E+04 3.33E+04 'O.00E+00 4.93E O4 0.00EI00 4.64E+04 2n-69 4.?3E+01 9.43E+01 6.56E+00 0.00Et00 6Y13E+01 0.00E+00 1.42E+01 Er-?3 0.00E+00 0.00E+00 4. 22E'+D 1- ' O. 00E + 0 0, Oj00EQ00 0.00E+00 5.?2E+01 i ~ Ir-24 0.00E+00 0.00E'+00 SL24E+01l 'O.00E+00 '0.00E+00 0.00E+00 4.11E-04 ( 1r-55 uj,00E+00 0.00Ey00 fiji!Eic,0 0[00E+00f0.00Es00 0/00E+00 1.01E-15 F -86 0.00E+00
- 1. 0.1 E+ 0 5 4c71E+04 Of00E+00 0.00Et00 Os00E+00 1.9?E+04 Rs-St 0.00E+00 2.90E+02 175fE+02 0'.joCE+00 0.00E200 0.0'OE+00 4.00E-09 Rb-89 0.00E+00 1.92E+02 1.35E+02 CieCE+00 0.00E+00 0.30E+00 1.12E-11 Sr 2.21E+04 0.00E+00 6.35E+02 0700E+00 0.00E+00 JOT 00E+00 3.55E+03" Sr-90 5.44E+05 Of00E+00 1.34E+05 0.00E+00 0.00E+00- 0700E+00 1.57E+04 Sr-91 4.07E+02 Of00E+00 27.64E+01.10 00Ey 00~ 0?00E4000200E+00 1.94E+0?
GT00EO0iCf.00E+00 3.06E'+03 Sr-92 1.54E+02 0700Ef00 J6f d EE'400ic760ET00 i ~ 0.00E+00 i.54E-02l0.00E+00 0.00E+00 0.00E+00 6.10E+03 Y-90 5.76E-01 g Y-91 ra 5.44E-03 0.00E-00 2.11E-04te.00E+00 0.00E+00 0.00E+00 1.60E-02 Y-91 S.44E+00 0.00E*00 2.2iE-01 0.00E-00 0.00E*00 0.00E+00 4.64E+03 Y-92 5.06E-02 0.00E+00 1.48E-03 0.00E+00 0.00E+00 0.00E+00 S.?6E+02 ~ j Y-93 1.60E-01 0.00E+00 4. 4?E-00 0.00E+00 0.00E+00 0.00E+00 5.09E+03 I 2r-95 2.40E-01 7.70E-02 5.21E-02 0.00E+00 1.21E-01 0.00E+00 2.44E+02 2r-97 1.33E-02 2.6?E-03 1.22E-00 0.00E+00 4.04E-03 0.00E+00 8.00E+02 He-95 4.47E+02 2.4?E+02 1.34E+02 0.00E+00 2.46E+02 0.00E+00 1.51E+06 F.e-9? 0.00E+00 1.03E+02 1.96E+01l0.00E+00 2.34E+02 0.00E+00 2.39E+02 l c - 9 9 r. S.57E-03 2.51E-02 3.1?E-01 0.00E+00 3.81E-01 1.23E-02 1.4?E+01 70-101 9.12E-03 1.31E-02 1.29E-01 0.00E+00 2.3?E-01 6.72E-0? 3.?5E-14 I su-103 4.43E+00 0.00E+00 1.91E+00 0.00E+00 1.f9E+01 0.00E,00 5.17E+02 I l Lu-10! '3.69E-01 0.00E+00 1.46E-01 0.00E+00 4.7?E+00 0.00E+00 2.2iE+02 I l
- Calculated from Equation 8.
( GRAND GULF, UNIT 1 1.0-12 l ~.e
T2BLE 1.?-3 (Continued) Page,2 of 2 GRAND GULF. SITE RELATED IfGESTION DOSE COMMITMENT FACTOR, A g (mrem /hr per uCi/ml)* ..Is 4 J i r;e... ; DE I Or4E Ll* i5 1 7. F 0 D '. 6 TP50*L! t :Dr.EY ! L U ni,, i GI-LL: [
- F.u - 10 6 6.55E+0!!0.00E*00 6.31E*00'0.00E+0011.27E-02
- 0.005-00 4.26E+03) l A;.-110ta 0.00E+00 0.00E+00 0.00E+00 ;0.00E+0010.00E+00ic.00E-00 0.00E+00 !
T e -\\ 25r 2.57E+03 9.00E*02 3.44E+02 l7.72E+02 1.04E+04'O.00E+00 1.02E+04' 'r T e - 127ta 6.45E+03 2.32E+03 7.90E-02ti.6fE+03.2.i3E+04.0.00E+00 2.17E+04 ! Te-:IT 1.05E+02 3.7SE+01 2.2iE,01t?.SOE+0114.23E+02ic 00E+00 S.31E+03 ! Te-:29tal1.10E+04 4.1:E+02!1.74E+0?l!.7BE,0314.iOE+04 '0.00E-00 5.!4E+04! ~ Te-:29 l0.01E+01 1.13E+01 7.33E+0012.?!E-01 1.2fE+02 0.00E-00 2.27E+0 .T e - 131 r.. 1.66E+03 S.10E+02 6.75E+02u l.2SE+03 S.2 E-03 0.00E+00 2.04E+04 Te-131 1.89E+01 7.SSE+00 5.96E+00 1.55E+01 S.26E+01 0.00E+00 2.67E+00 Te-132 2.41E+03 1.56E+03 1.47E+03 1.72E+03 1.50E*04 0.00E+00 7.3SE+04 1-130 2.71E+01 S.01E+01
- 3.. 16 E + 01
- 6. 7..? E + 0 3
- 1. 2 5. E + 0 2 0.f00E%00
.00E+00 0. 6.S?E+01 1-121 1.-4 9 E + 0 2 2.14E+02, 17.-22E t02 Tr00E+04 0;66Et02 5.64E*01 ~ 1-132 7.29E+00 1.95E+01' 6.S2E+00' d.S2E+02 3.11E401 0.00E+00 3.66E+00 I-133 5.10E+01 S.STE+01 2.70E+01 1.30E+04 1.55E+02 0.00E+00 7.97E+0 I-134 3.81E+00 1.03E601 3.70E+00 1.79E+02 1.f4E401 0.00E+00 9.01E-03 1-135 1.59E+01 4.17EkO1
- 1. 54E+01 2.75E+03 6.63E+G1 0.00E+00 4.70E+01 Cz-134 2.?SE+05 7.09Et05 5??9EWO5 Of00E+DO '2. 2 9 E'+ 05 T i.61 E + 0 4 1.24E+04 (4-136 3.12E+04 1.23E+05.S. 86 E + 0:4 0 '~.00 E + 00 6.85E+04 M;:3S E + 03 1.40E+04 l
C2-137 3.SOE+05 5.22E+05 'd42EYO5 0700E+00' 1.77E+05 5(29E+04 1.01E+04 i Cs-13 F2.64E+0215.22E+02 2.5)ELO2 0.IOCE+d0 3.s4E+02 SM:-E+01 2.23E-03 T h-139 9.29E-01a s.62E-04 O!7.2E-02 OE00E+00 6.'19E-04 M75E-04 1.65E+00 J h - 14 0 1.94E+02 2NiE-01 1.27E+0110'0'OE+00 8.'30E 02 Jii40E-01 4.00E+02 La-141 4.51E-01 Si;41E-04 1.52E-02'O.00E+00 3.1?E-04 S 92E-04 2.13E-10 Bs-142 2.04E-01 2;10E-04 '1.2?E-00 0.00E+00 1.77E-04 1.19E-04 2.57E-19 t.m-140 1.50E-01 7.'54E 02 1.??E-02 0. 00.E.+ 00.0.00E+00f 0.00E+00 5.54E+03 3 0.00E+00 ;0.00E+00 2.54E+01 1.k-!42 7.6(E-03 '3T4SE-03 'ETS E-0-( 0.f00EiOO l f '.04f-03 0.00E+00 5.79E+01 Ce-141 2.24E-02 1. 52E d2' 1."75E 03 0.00E+00 7 Ce-143 3.95E-0? 2.92E+00 3.23E-04 0.00E+00 1.2?E-03 0.00E+00 1.0?E+02 Ce-144 1.1?E+00 4.S$E-01 6.27E-02 0.00E+00 2.90E-01 0.00E-00 3.95E+02 FT-143 5.51E-01 2.21E-01 0.73E-00 0.00E+00 1.27E-01 0.00E+00 2.41E+0? ~ r-144 1.80E-03 7.43E-04
- 9. lie-05 0.00E,00 4.22E-04 0.00E,00 2.5?E-10 11d-147 3.76E-01 4.35E-01 2.60E-02 0.00E+00 2.54E-01 0.00E+00 2.09E+03 u-1S7 2.96E+02 2.47E+02 S.65E+01 0.00E+00 0.00E+00 0.00E+00 S.10E+04 l en: - 2 3 9 2.85E-02 2.SOE-03 1.54E-03 0.00E+00 S.74E-03 0.00E+00 5.75E+02
- Calculated from Equation 8.
,k t GRAND GULF, UNIT 1 1.0-13 e e ee
l a 1.3 Licuid Ra::westo Treatment Systerr Tne essential comoonents of the liouid radwaste treatment system for tne CPERASILITY reouirement of RETS Soecification 3/4.11.1.3 are indicatec I below. -e sitaw stacion t k i CO* Dies sg a I l I CD0Last suaGt l CTJhot etaf f cow 0t 45a rt CLE aos up 1 aara Ot u'es t e aut t e l 870magg tamt 08 uset a a Lart a to ece se y 2no cog s. s*Cm0 Cal 9M l ..e,w m evt, w a tti 1 t O'J'*** t 41 De a sses a CC41 ainwt41 & Carwt Lt BLDQ gggweegest ceaemt 8Lai010 Lau'Lt & 'CDott40 "I3 IIO i
- t. auBIttaa? OLOC wasit estC0af STCaaSt fonte "U
I C.tuneintgioc C0tLLC1804 T ANE Lit e COLatCteos M CN O ma9=asts abDC ao 000 - 300 Cpu ta=es 4 ^ 3 t va*Caatoa 0 lf stLaft as (MC,se 3 CDhotestaft Stw'=ta auf ta negst ,1 A&Osatacg ' plLita Ca'ut... i ses { ( ["OJ* C" " 1010Ls0 masTt t 0* 'vestv m att! SMI (l
- 1. I L OO n Oei a g 5.was Ft0C Am$
D;8=,,G( a CrWT ashweg16 Carmitt gLO3 ,L t 9gD u stD s(D, en t = ar Oi minauna-i~ f a omarca eon.48 3.o
- 0;'.l',",'y=C tC,s..a.a
=0-0 n eina< a.; = C + g;;n O a a _ A.,t,co. e.' ' ... ] ^:f.i h , a.in . ],,- 0:57 ft 10 ms Na mast. 10 s0LIO maITE p j,,.. et tsevatCt%f eafen a~ alsn mt m at:0g, .~ C=e w.C at wa ff t $0Luflose CCLLfCfl0N ..X)t uttDen '.. ~ EvePonAtCa N. - htuvaatstas Tami - 35 cpu altm alCt%4 *also= Caew'Catt taks-s 10 tMG sea s IMI A 000 C AL OnlilLLaf t 70 ses puesty wastl I .10u0 a a0*A575 088 5171 ~ 9 eeet:stt t tf otf1 = attt 9 me1 SCIL &att0Ut 1 ....tvaroaaf0m - S YSTI' - - 8"4NT COOLeas4 70wta seeCains sabel etcca casin .-Cmswicat nestt'. Fatif eiNO Mmec, slowo0wg ' Yases ; J. - / i.3g gem. Fst ?I al. & wiSC e as=00aml i41to000 gar Coura CT MsC. 10 one CPU -= 7 Omi'wwswC. am0 I STCaact St at s04 c~' ant O.,e.amat l usssrnsippi eivt a l l = l ^ em ..s (A COM'40N SYSTEM SCALED TO A PER UNIT BASIS) Taken from Reference 4, Figure 3-7. GRAND GULF, UNIT 1 1.0-14
i 2.0 GASEOUS EFFLUENTS 2.1 Gaseous Effluent Monitor Setooints l 2.1.1 For the purpose of implementation of Specification 3.3.7.12 of the RETS, the alarm setpoint level for continuous ventilation noble gas monitors will be calculated as follows: S = Count rate of vent noble gas monitor at alarm setpoint level y m 1 0.25 x RtxDg i the lesser of< or (1) g = 0.25 x Rs x Dss
- Where, 1
0.25 = safety factor allowing for cumulative uncertainties of measurements ,DTB Dose rate limit..to the. total:: body of an incivicual in an = m
- 77...
'cau ., a a.i W unrestricted area required to limit dose to~500 mrem in one ?. 9:: y year. .',.,.4 i..W ~ ek, ~5
- a Y,
kw. : .N * ' ' ~I 'S / = 5001-F;:J,,(x/Q)g"i,X(.41] 7 j, d'_, .,)$f ~. if.M.ni" [9
- - ( 1--F ) e' s
s m.. 1..a =..r:e,oseratelimitto:.theskinofthebddMofanindividualin D D ss ,s 3c,c ^qan unrestricted.: area required;to... lindy oose to'3000 mrem in \\ j_' d1sadks :Jnii:us.G.me.i;&Li'i =Lu
- .v.
' >. -~;;= one year. f = 3000 - F [(x/Q) E j (Lj + 1.1 Mj) Qi] ( 1-F) Rt = count rate per mrem /yr to the total body C X/Q Kj Qi See Note 2 = GRAND Gu.F. UNIT 1 2.0-1
- Where, C
count rate of the vent monitor corresponding to grao sample = racionucliae concentrations X/Q = highest sector annual average atmospheric dispersion at the unrestricted area boundary 5.176 x 10-6* sec/m3 in the WSW sector. g total body dose factor due to gamma emissions from each K 3 noble gas radionuclide 1 (mrem /yr per uCi/m ) from Table 2.1-1. Qg-rate of release of noble gas radionuclide,1 (uCi/sec), ' = from release point,
- g.,
w.e,, .. _.. yp.. +;..... .,... c.y ^ '..: ; F fraction of current year elapsed at time of.{ calculation = averag'e rate of release of noole gas radionuclide i for the Vj = ~.. - ,.r...... ... y .x[.'.~-~..[ , [f'. ~*' elapsid fra,ctio:3n:of the' year 3[ ...:..?
- l? (Y.'ci/sec).$ om release point u
@lkj:lOT;^:9 l7 cont rai'e'.jir?', fem /p):
- .ld ll#@
4... -m tosh'e sEin' cdI! m-Rs = ~g.y
- .g.;
p.
- -~
3< ,. ;ttin ys u4a n :. C:f:3 X/Q i(Lj:;+il1.1 Mj) Qi ls See note 2 = e r. ih} ??hl: =- ue!tolbeta..e;y?y ;.m;y,onsifrom isotope i
- ?.. v::: x.
m.~. v:n w: 1;w.[?:7.y.ny L -i. skin.do.se.lfactott, mis: i c 3 } (mrem /yr per uCi/m ) from Table 2.1. 1.1 mrem skin dose per mrad air dose = g air. dose factor due to gamma emissions from isotope i M = 3 (mrad /yr per uCi/m ) from Table 2.1-1 2.1.2 Containment Purge Monitor The setpoint level for discharge through the containment purge system monitor. S, will be calculated in a corresponding manner: d 0.25 x rt x 0'TB ~ Sd or (2) the lesser of _/., 0.25 x rs x D'ss \\
- Value taken from Reference 4, Table 6.1.26.
~ GRAND GULF, UNIT 1 2.0-2
- Whtre, r
D'TB = 500 - F [(T/II) j Kj iij) ( 1-F) E D'ss = 3000 - F [(X/Q) j ( L j + 1.1 Mj) (j ] ( 1-F) rt = count rate per mrem /yr to the total body ~ \\ ~ = c TTil Kj qi See Note 2 count rate of the containment purge monitor for c = ~ radionuclide concentrations to be discharged. . ;j":c' M .'.: >= L:;n. ~79.i, :~ r.:y.ng;;wi-yl.';g 9...
- re..er 1 s
. m.+: n;>L.4 ratelof release of noble gas radionuclide-l;i/(pC1/sec) gj = gn ni ~ average rate. of. release ofjoble['dgis.raajohuclideifrom gj = s l:L'.: s -l A T... W.f-51 -l 1.',R:: ?:'l'?; [_ y.~ a i+g. )3.. kh} l i j;$:'!$$ ..I;J: the^ venti.lationssystem for':'the el,ap]fCl} sed: fraction of the i f l .y .. :. n t. .. m M.u a.? h.. "..Icount,ratepermrem/y.~a.+wt s r to the skin y rs
- ll
- PS
- Mi:
w gpg.: =..l'cN.:7: bu ~ . /Q;g
- l. j.3ts.l.1M)Mj
%.:$(r&~6::.4'sL'.~.,c.pNf! See note 2 X i l NOTES %3
- 1) The calculated setpoint values will be regarded as upper bounds for the actual setpoint adjustments. That is, setpoint adjustments are not required to be performed if the existing setpoint level corresponds to a lower count rate than the calculated value.
2) For ease of implementation, the count rate setpoints may be calculated by applying the methodologies presented in Sections 2.1.1.and 2.1.2 with the ~ more restrictive assumption of continuous release at the limiting rate for a year as follows: ,( 0"TB = DTB = 0'TB = 500 mrem / year 0"ss ='Oss " 0'ss = 3000 mrem / year GRAND GULF, UNIT 1 2.0-3
J 3) A more conservative setpoint may be calculated to minimize requirements 7 for ad,1ustment of the monitor as follows: D"TB 500 wem/p = 5 D"ss 3000 mrem /yr = ~ R" t conservative count rate per mrem /yr to the total body (Xe-133 = detection, Kr-89 dose) C' i (X/Q x K x 6") ~ 4 = r
- Where, 6"
Assigned release rate value of, for example,1.0 pCi/sec, Xe-133. = ? ( See definition of C' below.) C' count rate ofsvent: monitor.::for:anteffluenticoncentration of Xe-133 = ..g:: :id:~:a., " " taa &J ~ ~ ~ ~ ~ & q;,. corresponai.ng to a 1.0 pCi/sec release rate of[Xe-133, l t ca (Note: Calculate..the.related.concentratifon ba' sea on dilution flow.) ~ l:. : %d.';@5' lM3 J&u.i.f@;nl+. l total body dose..factbr forfKr-897 ths:/most risT.rictive isotope, K = S~q
- tt
- & P i p i g l
- .m.,c
=b@~ .@:w' ,.:~:n i-oo e g c from Table 2.. -. -1.. w.w:.:: -c 4... vs: l
- .y s..;.ez., sm! t
.r
- y. -- v ~c
- e.:.
A:, 3.2.. :;. x st;
- r~
- s r:
R" conservative count rate:per mrem /yr to theiskin = s g; 7 ;. jfg ?g d ~ ~ C' j ~3 X/Qg(LW1;1M);:::lxQj"* @ m.;n!?$i ' = c M.n.w.w:w;- w;:u s. ?= l
- Where, L
skin dose factor for Kr-89, the most restrictive isotope, from = l Tabie 2.1-1, air dose factor for Kr-89, the most restrictive isotope,~from M = Table 2.1-1. l 0" TB 500 rem / F = 0"33 3000 mrem /yr r" t conservative count rate per mrem /yr to the total body for = j containment purge only ( c' X/Q x K xq" = 1 1 GRAND Glt.F. U. NIT 1 2.0-4
4
- Where, release rate from the containment purge (may be determined for q"
= maximum flow from the system and the concentration specified for ,p c' above). count rate of the containment purge monitor corresponding to a c' = 1.0 uCi/mi concentration of Xe-133, conservative count rate per mrem /yr to the skin for containment r" = S ~ I purge only, .u 7 xjg x (t + 1,1g) x q c. = \\ v.o ~ ;+ ~ .+.
- i:
[:{' s w ~ c+:-, n.m 5 ~.;.Y b. ~ ~ ~ l ? -: m'+:
- l. L
..S' , ':. Q s I ?,' {..p(; ..*? A ~ ~;fjf.
- bf.f
- i.
n;'s s s, '.. ^ _- '+:, s ,v., s ex e y ~::s';c :,..m:L: , ' Kt"' %sM; ;.= e-:..;gt.: ' = .m L ,~ ~ l I 1 ( ( 2.0-4a GRAND GULF, UNIT 1
TABLE 2.1-1 DOSE FACTORS FOR EXPOSURE TO A SEMI-INFINITE CLOUD OF NO3LE GASES i..clide y-Body **(K)i s-Sk i n **(i. ) i y-Air *(M)i 8-Air *(N)i Kr-85m 1.17E+03*** 1.46E+03 1.23E+03 1.97E+03 Kr-85 1.61E+01 1.34E+03 1.72E+01 1.95E+03 Kr-87 5.92E+03 9.73E+03 6.17E+03 1.03E+04 Kr-88 1.47E+04 2.37E+03 1.52E+04 2.93E+03 Kr-89 1.66E+04 1.01E+04 1.73E+04 1.06E+04 Kr-90 1.56E+04 7.29E+03 1.63E+04 7.83E+03 Xe-131m 9.15E+01 -4.76Et02, 1.5 6E+02,.=,. ;y 1.11E+03 Xe-133m 2.51E+02 9.94E+02 '3.2 7E+02' '..J 1.48E+03 .? Xe-133 2.94E+02. ' 3.06E+02 3.53E+02:: ' 1.05E+03 .;:e .. A.,... 3.t,:7...... ..;;z 7.11E+0 ' :@:- Xe-135m 3.12E+03-_ ,e 1..,.
- 3.36E+031-7.39E+02 2
-:i g?f;gy.mm y:+.1 'k , ~; .. ' [I!!86E+63 .sy f .i/i.92EN)i 2.46E+03 Xr -13 5*o-1.81E+03.- .qu e -- ..g, s, X e-137 1.42E+d3 "1.22E 0T '5551.Ey03 1.27E+04 A ' ~l. . ~ - .> + :.. l Xe-138 8.83E+03 4.1'3E+03 9.21E+03 4.75E+03 L.. :3.m m-s ~ ..er.,. ... g n ;;: 5.-=,,.... :. : Ar-41 8.84E+03 5c b ' Fi2 /69E+03.: 'n' <19.30E+03 3.28E+03 - s Values taken from Reference 3, Table B-1 mrad-m3 u t,1-yr. mrem-m3 uCi-yr
- 1.17E+03 - 1.17 x 103
( l GRAND GULF, UNIT 1 2.0-5
2.2 Gaseous Effluent Ocse Calculations 2.2.1.a For.the purpose of implementation of Specification 3.11.2.1.a. the dose at the unrestricted area boundary due to noble gases shall i be calculated as follows: O average total body dose rate in current year (mrem /yr) = tb X/Q Kj Qj = average skin dose rate in current year (mrem /yr) 0 = 5 X/Q (Lj+1.1Mj)l{j = 2.2.1.b Organ doses due to radiciodines and all radioactive materials in particulate form, with half-lives greater than eight days will be calculated for the purpose of implementation of Specification ..m w- :. s 3.ll.2.1.b as follows..:. :V averagborgandoserateincurrent. year (mrem /yr) O g
- =
.gr.n ; ~ ~ ~ W{fPjj.Q'lj[hm wi1Ere = 1 - a:l ;m' y? %l nn. controllirig}Netor annual [avera'ge atmosp$eric dispersion ~ W n = 4ti the unrestricted area boundary for/trie appropriate Qathwayy.
- g
- 3.g .mx, ~ .a.w P X/Q for inhalation (Section 2.1.1) 1.301 x 10-8* m-2 for other pathways in the 0/Q = 55E= sector. 3 dose parameter for radionuclide i, (mrem /yr per uCi/m ) P = j for inhal,ation and (m2
- mrem /yr per uCi/sec) for other pathways, from Table 2.2-1.
average release rate of isotope i of radiciodine or Q'j = other radionuclide in particulate form, with half-life '( greater than eight (8) days in the current year (uCi/sec).
- Value taken from Reference 4, Table 6.1.26.
GRAND GULF, UNIT 1 2.0-6 en
2.2.2.a For the purpose of implementation of Specification 3.11.2.2, the air dose in unrestricted areas shall be determined as follows: Dy air dose due to gamma emissions from noble gas = y radionuclide i (mrad) 3.17 x 10'8 I M X/Q' Q N = 4 g 4 (1) la 4
- Where, X/Q' relative concentration for unrestricted areas
= 5.176 x 10-6* sec/m, in the WSW sector 3 = r M air dose factot,due,to.. gamma emissionsufromanoble gas = \\- ra d i.ldib5N$l$i~Nfmra.W;0l$ld5l5SGinf$indiU$k?$le2 0S onuclide d/yr per uCi/m ) from @M ll = cumui@ative release of noble gas.ra;d Wl ~ a~ Q ide 1 20 overf theTeHodsof jinterestil2 WlNO~.Eli 075!RCtf &$1&flhE (utijk^" 3.17(xg -gJii'^th@s'i!.inv'er$M !!N h"'"^* j7t M M
- Note:
40. se offiihe humber of econds per year, and = [Nr?hhh??Nh $$?$5$kk $$$? ih@? $b D dose due to bi6 emissions from n"651e gas B l. .Q 2lW Q Fr' dionuclide i (mrad) a 9B?~2?Mi?Mi CM?.GGQiflQ.jl;j! f ^ h1.. k tl; 310-8 l = N 3117 x arf fX/Q
- Qj (2) r-I Wher.e,
{ N g air dose factor due to beta emissions from noble gas = 3 radionuclide 1 (mrad /yr per uCi/m ) from Table 2.1-1 I t. Values taken frca Reference 4, Table 6.1.26 l 1 )- r~ I GRAND GULF, UNIT 1 2.0-7 i Y I (- s I. i f* (-
0 0 X/Q' relative concentration for unrestricted areas = 5.176 x 10-6* sec/m, in the WSW sector 3 = Q $ cumulative release of noble gas radionuclide i = over the period of interest (uCi). g 2.2.2.b Dose to an individual from tritium, radioiodines and radioactive- ~ materials in particulate form, with half-lives greater than eight (8) days will be calculated for the purpose of implementation of Specification 3.11.2.3 as follows:
- Values taken fr6m 'RefsrEhi:e'4?TablP6?P.'~26"y*nat.e;;= ;u:
am..... ..~-..cnn:: a .r.-m+n.-:.nn:m .n :;:Gj'::.,!:::n?li.n ae;;,,. ..s.,:.w::.v.:.N?:, ...:a,.T >zu. t >; , > +.nc ;t.c "9?dil
- t ;:: e,z i
p , ;g;w w .sai $.~.i. ' M?! 5,23 Fh s.u.n&%.::M gliWERi:.DQi lWU.ilf@G:f 2lln,; .t sa t INE e:Wii?Mt+ - {l::ziik:ue:cip.e-mut;+ii C;.;
- G Eigg
% M;a r'. .:q.'n Gl{' : t;tt JLiep Wita t':M:gwiit.c.. >$n? ci*- tt l5;S:.y $$;fMS?a.mk $5
- 15!5 Nit
- ?
se z;,.. w:r c::..t ... e>.8
- cy idi i%llM@f5Nl sW i$$?
Rlh:,Be%e,-lnl!NW
- ~:n$..: $N5
-c .%4 a w&.. 2 .wem.%.:.. tr v u 2531 r tet, ' sette aanet; Mj:N i: - Tr!., v>nn? 4:'n
- m;:.
ElB( i;till <<e#. F;f W BEsi #ll%2iW9h&@ tid l'h"95lGili4ACillilldl50lli$l* Mt:65& ?lEli]0CC;'!CG1NCCl3R @mfMMEI4W I' I. 1 isk'!? ii I I l l.. I [' i i I L. ( O l GRAND GULF, UNIT 1 2.0-7a if l ( I l 1. , e l 1 4o
dose to an individual from radiaiodines and radionuclides 0-P in particulate form, with half-life greater thar: eight days (mrem) W'3'i 3.17 x 10-8 Ri =
- Where, W'
, relative concentration for unrestricted areas X/Q' - 3.001 x 10-6* fu inhalation = 4 = 4 4.440 x 10-9* m-2 for other pathways in the SW D/Q' = sector 5 dose factor for radionuclide i, (mrem /yr per uCi/m3) or Rj, b (m2 mrem /yr per uCi/sec) from Table 2.2-2a ..,t.. ., ?:;t" / .v!b'L..c.';; ... s :: > n.. r '.o Qg i-cumul'ative. release. of..'radionucifdeEic.6f;.iodir.ie or material in p' articulate form over the period.of interest (uCi) ^:: l;c:;g;t ~ ' '"' k.~.u.
- t,
- g
- e :ig..,. = ::
~
- .e..n
~ M, ..; :s
- w
;'n 2.2.2.c For the' purpose....::off::; implementing}Specifjcatio.n:',6.9.1.13, of the
- ~
^ ,' g: Je q x.g RETS dose c'alculationsMill.beipeif&med /6siiig thefabove ecuations l ..m -- g, with the siahstitution of average meteorological; parameters which s.. ~ prevailed.:.for, the. periods of. the report.. , ;.g ':"* lW.l;l$;?':,L :s> ' h;3: l$'.: ~ hk.: w ~ l r
- Values taken from Reference 4, Table 6.1.26.
j l k GRAND GULF, UNIT 1 2.04 ~ I l e
o TASLE_24 -1 PATHk'AY DOSE FAC70RS [Pi)jFOR SECTION 2.2.1.b m, Pac.e 1 of 2 s AGE CRO'? ( 1riFANT t e g. r. ' IliF AtiT > I:GTGFE If3H A L A T 1 0r4 e G Our4I. PLpi4E-
- 7001, u
e. 4 e.. _t-*06 0.000E+00 l
- 2. 4 3 0 g + 0 ;.
e "!-14 2.646E+04 0.000E.00
- ,740g.03
- liA-24 1.05fE-04 1.. 79E.0-l 1.;4;E.0-3 -3 '
[ 2.030E-Gi 0.000E 00 l 1.60;E.11 I CF-5: 1.204E+04 l 7.064E.cf 4. 00g.0g l Mll-54 9.?96E+0! 1.257E+09 3.900g 07 mi-56 7.!?SE+04 1.525E 06 2.ti;E.00 .FE-!! ?.i94E*04 0.0002-00 1.351g.cp FE-59 1.015E+06 4.562E+0s 3,919g,0; CO-5B T.770E+05 6.194E.05 6.05 g,0-CO-60 4.50eE+06 5.17 g,09
- .09?E+0S fil-63 3.38SE+05 0.000E+00 3.493E+10 it!-65
'N1^. 493E}04:- :5.012E+04, T. 4.930E+05 ,3.020E.01 CU-64
- q.92.823E'+ 05
- 2fgor-qcg 1 : 14 - 6 5
.[6.' '4 6CE + 0 ! ' ' 7f90TE+0? "1 904 Ei10 283-6 9 ^:;.1. 3 00E + 0 4 0.000E+00 3.;;5E_09 DR-33 3.30$E+02 1.011E,04
- 9. 339 g'_ c g ER-84
~4.00.4E+02, ,3,376E.05., 71.25fg_;g EF-85
- 2. 0 4.4 E'+ 01!.x
' fe.7 060 E+ 00'.:- , i:'O. 0'00E+ 0 0 FI-Ei
- 1. 9.0 4 E + 0,51l
,ji.4teg407i, 2.234E+10 1,472g_44 RI-99 5.;572E + 02;' 'is.399 +04". e,. 4 ' FI-8 9 p,;. 3.220.6 E + 0 2 ' 0 075E+05L 42193E-53 SF-89 p' 2, 0.30 E + 06. .i3(560E+041- ~ 1it5sE+10 ? S F - 9 0 '" 4.08CE+07 0.000E+00 1T216E.11 y SR-91;ft; 7.336E+04 t 3.587E+06 37s15g.05 SE-92 N[ 1.400E+05 1.233E+06 [frD05E+01 Y-917.,G..,:yl.w Y-90 h6 2.,6SSE+05 ,7,583E+03, ... #s " 4 0 6 E + 0 5 m - :2. 784E+03;V', '."Q5sE7050, "'M s7gg.15 4 ' s '~ ' ~ 7 762E;06 5.251g,0g y_9 3 -
- . T4 50 E's0 s "
1 Y-92 1.266E+05 3.060E+05 1.02iE+01 l Y-?? 1.666E+0! 3.620E+05 1.77gg+04 2F-95 1.750E+06 3.975E+0S S.257E+05 2F-97 1.400E+0! 4.921E+06 4.446E+04 NF-95 4.78SE+05 2.291E+09 2.062E+0s MD-9F 1.348E+05 6.60?E+0i 3.10SE+09 l TC-9?M 2.030E-03 ?.013E+o! 1.646E.04 l l I t I l l GRAND GULF, UNIT 1 2.0-9 I
c TABLE 2.2-1 (Continued) PATHWAY 00SE FACTOP.S (Pi) FOR SECTION 2.2.1.b Page 2 of 2 e A.",E GROUP < It FAllT ) ( ti. A. i < I ta.e AllT > l 15CTOFEt Il4HNL A T 10t1 i Grout 4D FL;r4E - .c00D TC-101 S.442E+02 1 3.253E+04 l 1.423E-56 FU-100 5.516E-05 1.&O4E+0i i 1.055E+05 RU-10! 4.?44E-0* l 1.010E-Of l 3.204E-00 FU-106 1.15fE+07 ?.5?0E+0i 1. 45E-06 \\ A G-11011 3.66SE+0i I 3.649E+09 1.461E+10 TE-125ti 4.466E+05 l 3.001E+0i 1.!O?E+0i T E-127t1 1 1.312E+06 1.395E*05 j 1.0??E+0? TE-127 2.436E+04 4.70 E-03 1 1.?!?E+05 TE-129t1 1.630E+0i 3.290E-07 1.390E-09 TE-129 2.632E+04 4.395E-04 1.678E-07 T E-131 t1 1.98SE+05 1.351E+07 2.23SE+07 TE-131 0.21SE+03 4.929E+07 1.384E-30 TE-132 3.400E+05 7.098E+c6 6.513E-07 1-100 1.596E+06- "9.560E+06:
- 8.754E+00-1-131 17 4 S4 E4 07:!,
~J f98 5 E d07"- If.053E+1.7 2 1-132 17694E+05 2.075E+06 1.1 S S E.+ 02 1-133 3[556E+06 4.259E+06 s.601E{09 u 1-134 @.'452E+04 7.57?E+05 2:18'. 402 E 410 1-135 I6. 9 5SEf 052.'. ' I 4f2f Ef'0iJ OiD00Ey07 CS-134 57:.02SE665' 3Y582E+ 09'
- l6."S 01 E:+.10 C3-106
'FI.3455405E ' f$l32E502 M5.795EM09 CE-137 .3,'6. I 1]EA'05l@f 'l:i f337E}0.* [e.02?E+10 C5-138 s, - 5. 7 6 4. E + 0 2.i, 4 5..E..G.6 0E.+ 0 5 ,.12. 180E-22 EA-139 5.09fE+04- , ;;.1?. 70! E + 05 "2.834E-05 EA-140 1.596E+06
- f;3. 352E + 07 2.4.10E+08 EA-141..
4.746E+03 '6.762E+04 3."1 81 E - 4 4 EA-142lF' 1.554E+03 7.234E+04 0.00'0E+00 LA-140[n; M 17.. _6 S. '0 Ei_.O S. y.h. 'm@. 3..?:.f-i.E. i.sf. <[1f.8.80E+05 i.i. a. e LA-14f:s 052 950E4 0' 3"~' "! 269E+0c. c,.01?E-06 4 CE-141 5.166E+05 2.19?E+07 1.366E+07 l CE-143 1.162E+05 3.753E+06 1.536E+06 CE-144 9.642E+0i 6.761E+07 1.334E+0S FP-143' 4.32iE+05 0.000E+00 7.845E+05 PE-144 4.2?4E+01 3.017E+03 1.171E-49 ND-147 3.220E-05 1.441E+07 .5.745E+05 l W-187 3.962E+04 3.915E+06 2.501E+06 ilF-239 5.950E+04 2.823E+0i l 9.400E-04 Units: Inhalation - mrem /yr per uCi/m3 2
- mrem /yr per uCi/sec Others
-m ( alues based on standard NUREG-0133, Section 5.2.1 assumptions unless otherwise indicated. GRAND GULF, UNIT 1 -2.0-10 7
TABLE 2.2-2a PATWAY DOSE FACTORS FOR (Ri) SECTIO.'l 2.2.2.b Page 1 of 2 3 ACE CPOUP ( CHILD * / ti. A. i / CHILD l ISOTOPEt IllH AL A T 1013 i GROUT 3D PLAtiEl G RS ' AtJL.'r1E A T H-3 1.125E+03 0.000E+00 1.826E+02 C-14 3.539E+04 0.000E+00 2.991E+0S !!A-24 1.610E+04 1.305E+07 1.345E-0? P-32 2.605E+06 0.000E+00 !.761E+09 g CR-51 1.698E+04 5.506E+06 3.636E+05 titt-54 1.576E+06 1.625E+09 6.249E+06 ritt-56 1.232E+05 1.06SE+06 1.901E-51 FE-55 1.110E+05 0.000E+00 1.56fE+0S FE-59 1.26?E+06 3.204E+0S 4.94?E+0S C0-53 1.106E+06 4.464E+0S 7.485E+0? CO-60 7.067E+06 2.532E+10 2.??OE+0S tlI-63 S.214E+05 0.000E+00 2.272E+10 ~ tt!-65 S.399E+04 3.451E+05 3.167E-51 CU-64 3.670E+04. s.6.876E+05-1.037E'05 ~ 211-65 . 92953E+ Ci50i. ' IS".~ 5 S ? E + 0 9.' I72301E40S 211-6 9 (1j01SE+04 0.000E+00 0.000E+be LR-83
- '41736E + 02 7.079E+03 7.4255-57 LR-34 5.5.476E+02 2.363E+05
'O.000EiOO FF-35 ',f.2. 531 E401E., 10.i.O O O E +00.:; ..S. 0. Y. 0 0 0.E.l. 0 0 s ^ RB-36 /:1. 9 SO E + 0 54:.e i.r'. 03 5E + 07 " 7 '4. 536E.+ 0 8 ,'f . 6.. f 4 E+ 0.2.1 l 6. : '.? 0.000.E+00 . ~l.3f. 77 9E+ 0 4 ' ~ RI-SS 5 r RI-89 3.452EW02'i 1.452Ey05 O.00'0E+00 SF-89 2.T57E406I EO.50?E+04[lA
- 3.756E+0S SR-90 1.010E+082
".0.~ 000E+ 00 4 ' S.'1"1'.1 E + 0 9 SR-91 1.739E+05 -2.511E+06 4.12SE-10 SR-92 2.424E+05 ' S. 631 E+ 05 2i?24E-43 Y-90 2.679E+05 5.30SE+03 3sS06E+05 Y-91 t1l\\.0, ""i21:312E + 031.@; sl17161E+053 'O.000E+00 y 91 *
- .gfgg7gsggy: ::flgbfgiggi'
~21fg7 g+0g Y-92 2.390E+05 2.142E+05 5.42SE-35 Y-?3 3.SS5E+05 2.534E+05 1.207E-07 l-2R-95 2.231E+06 2.S37E+0S 4.763E+0S 25-97 3.511E+05 3.445E-06 5.471E-01 111-95 6.142E+05 1.605E+0S 1.73SE+09 l 110 - 9 9 1.354E+05 4.626E+06 1.915E+05 T 0-9911 4.310E+03 2.109E+05 5.394E-10 i r l f 't GRAND gut.F, UNIT'1 2.0-11 --- - + - -
TABt.E 2.?-2c (Continu*d) PATWY DOSE F ACTCRS FOR (Ri) SECTION 2.2.2.b Page 2 of 2 AGE GPOUC ( CHILD / N.A. i CHILD >* I l i.O T O P E I I tu AL AT I Or4 f GF OUt4D PL At1E l G P S,' AtiL er1E A T l QTC-101 5.846E+02 2.277E+04 0.000E+00 RU-101 6.623E+05 1.265E+0F 3.127E+09 RU-10! 9.?5?E+04 7.212E+05 4.5:-0E-25 PU-106 1.432E+07 5.049E+0? 5.?$4E+10 l.aG-110ri l !.4762+06 4.019E*09 !.2 3E+0i TE-12Tri
- 4. 77.?E +0!
2.12SE+06 4.4 iE+0s TE-127f1 1.480E+0i 1.0??E+05 '.947E+09 g TE-IIT 5.624E+0'4 3.291E+0; i
- 254E-08 TE-129r1 1.761E+06 2.305E+07 i
4.031E,09 TE-12? 2.549E+04 3.076E-04 l 0.000E-00 TE-131 r1 3.078E+05 9.459E+06 1 .656E-03 TE-i?! 2.054E+02 5.450E+07 l 0.000E+00 TE-132 3.774E+05 4.968E+06 7.274E+06 1-130 1.?46E+06 6.692E+06 5.271E-04 1-131 1.624E+07 2.08?E+07 4.293E+09 I-132 1.915E+05 1.-4 5 2 E + 06 "
- liS95E-57
~ I-135
- 3. S'48 E + 06 :
^2381E+06 - 2 li O 1? E.+ 02 I-134 5.069E+04 5.505E+05 0.000E600 I-135 {7.918E+05 2.947E+06
- 8.104Ek15 CS-134
- 1". 014 E + 06 8.007E*09 fl..180 E + 0 9 CS-136 l11. Te9E'+05y '
1;702E+08 !?3;452E+07 C3-137 19.065E+05
- _1 j 201 E+ 10 1.040E+09 CT-158
- 8. 399 E+ 02:l.
.:4 ! ! 02EJ05 0.000E+00 16-139 2i5.772E+04.s E!'. : 94'E?05 0.000E+ec EA-140 1.74?EiO6f /2.T4'6E+07- @,420E+07 IA-141 2.'? 9E+0F
- .4. 734 E -0 4
" 0. 00 0'E + 0 0 FA-142 1.643E+0? l5.ci4E+04 0.000E,00 LA-140f 2.257E+05 "2.180E+07 4.284E+e2 ~ LA-142: 7.585E+04 8.886E+05 0.'0'0E+00 ~~ 0 C E-141:: 'lS T4 39E.+ 05 : 11G54'0'E1070 0".078E*07 1 if273EiD!n' I Nt?E+06
- '17963E+02 CE-143 L
O CE-144 1.195E+07 8.032E+07 1.476E+0s PR-143 4.329E+05 0.000E-00 2.8:5E+07 FF-144 1.565E+03 2.112E+03 0.000E+00 HD-147 3.28,2E+05 1.009E+07 1.174E+07 W-157 9.102E+04 2.740E+06 2.176E+00 m.' 18*-2?9 f.401E+04 1.976E+06 1.741E+03 e 3 Units: Inhalation - mrem /yr per uCi/m Others -m
- mrem /yr per uCi/sec Values based on standard NUREG-0133, Section 5.3.1 assumptions unless otherwise indicated.
' Meat consumption assumed 75 percent beef and 25 percent mutton. GRMD GULF, UNIT 1 2.0-12
~ T ABLE 2.2-2b PATE'AY DOSE FACTORS (Ri) FOR RE TECHNICAL SPECIFICATI0:45 d.11.2.3 Page 1 of 2 ACE C: *.0F ( I1FAr1T ( ti. A. 9 1 rtF Arl; < I ttF Atti < It:F ANT
- -0 %:E-I e4R AT ! Ori ! G PO'.'rir : LME : G:1 : 0 < r< 1 ' 5: i G F L C M. NEAT:
vEGE;s Ic.. ' ,,- - I i. 4 i.;- E - 0 2 i 0.000E*00 i 1.450E-01 0.000E-00 0.000E-00
- -1 2.iaiE+04 0.000E-00 l
~.340E-09 O.000E-00 1 0.000E-00 l re-;4 1.056E+04 1.395E+07 1.542E+0-0.000E+00 0.000E+00~ ic-3; 2.030E+06 0.000E+00 1.602E-11 0.000E+00 0.000E-00 (p-5 1.284E+04 5.50iE+06 4.700E-Oi 0.000E+00 0.000E-00 i l r:! -54 9.99fE+0! 1.625E*09
- 1. :- 0 0 E + 0 -
1 0.000E*00 0.000E-00 nt;-55 7.16EE-04 1.065E-Gi 2.I.61E+00 i 0.000E-00 0.000E-00
- E-55 e.694E+04 0.000E+00 1.351E+0i i
0.000E+00 0.000E-00 FE-59 1.015E+06 3.204E*08 3.919E-08 0.000E+00 0.000E+00 50-5? 7.770E+05 '4.464E+0S 6.055E+07 0.000E+00 0.000E,00 CO-50 4.509E+06 2.532E+10 0.09&E+08 0.000E+00 0.000E,00
- -6:
3.5S?E+05 .A.000E+00 ?. 4 9 3 E + 10.. 0.000E-00 0.000E+00 !!::-i! 5.012E*04 f 3.' 451 E+ 0 54 ~ j?j c2'0E+01; 4p{000EiOO 0.000E+00 C t.'-i a 1.4iSE+04
- .6. 3 7 6 E + 05 3.307E+06
. 0.000E+00 0.000E+00 2ri-65 s.46aE+05 is.583E+08 1.'90!E+10 0.000ESCO 0.000E+00 29-i? 1.322E*04
- 0.000E+00 0.855E-09
'O.000E400 0.000E+00 I. F 3.60$E+02
- 7. 0 7 9 E + 0 3..a
- ?.339E-01s 10.006E+00 0.000E-00 15 256E.-22i
- 0'.000E+00 0.000E+00 l
IF-?: 4.004E+02 'i2.363EiO5hj j[e.000Ehec IF-25 _ 2.044E+01 0.000E+000 0.000E+00 0.000E-00 ' 2. 2?4 E4.10. ^ 0.000.E*00 0.000E-00 FI-Gi 1.904E+05 1.035E*07 i F:I-6? 5.572E+02 ?GT.?E*08]. Q1.674E-44? 0.000E+00 0.000E+00
- I-??
3.20iE+02 I '. 452E + 05:
- 4:1193E-53 O.000E+00 c.000E+00 S F:-29 2.030E+06l 2.509E+04 +
1.25?E+10 0l.'000 E + 0 0 6.000E+00 w SF-90 4.083E+07/ 0.000E+00 1.21-E+11 0.000E+00 0.000E+00 ^ SF-91
- 7. 336 E + 0 4.:. -
2.511E+0i 3.215E+05 OF.000E+00 0.000E+00 SF-92
- 1. 4 0 0E + 0 5;,
,S.631E+05( .. 5,005E+01l. 50300E*00 0'.000E+00 Y-90 2.685E+05:' :gdf 10$E iO3;). j97406E+05 107000E+00 0.000E+00 y-Fin 2.736E+03 1.161E+05 1.S?6E-15 0.000E+00 0.000E+00 Y-?: 2.450E+06 1.207E+06 5.251E+0i 0.000E-00 0.000E+00 i Y-91 1.266E+05 2.142E+0! 1.026E+01 0.000E+00 0.000E+00 Y-91 1.66fE+05 2.534E+05 1.776E+04 0.000E+00 0.000E+00 F-95 1.750E+06 2.S37E+00 S.257E+05 0.000E+00 0.000E+00 2F-97 1.400E+05 3.445E+06 4.446E+04 0.000E+00 0.000E*00 t,I -9 ! 4.78SE+05 1.605E+0S 2.062E+05 0.000E+00 0.000E+00 n0-9? 1.34SE+05 4.626E+06 3.10SE+0S 0.000E+00 0.000E+00 l 'T:-?9n 2.020E-01 2.109E+05 1.646E+04 0.000E+00 0.000E+00 l l i t l t i I l C-GRAND GULF, UNIT 1 2.0-13 0
TOBLE 2.?-2b (Continued) PATH'4AY 00SE FA TORS (Ri) FOR RE TECHNICA'_ SPECIFICATIC15 4.11.2.3 Page 2 of 2 < It4F At4T > r 11.F Alit T-GE G:0UP (. I rlF At4T > ( I4. A. ') ( 1 rlF AtiT
- liO*0
- Et I rih AL A T I Or4 t GPOurG PLAr4E GRS,'Colu MI LE l GRS.'C OW.'r.E AT I VEGETAT10r.
lTC-101 l S.442E+02 2.277E*04 1.42?E-56 0.000E+00 0.000E+00 t ! ; *. - : 0 - 5.51iE+05 1.165E+0? 1.055E+05 0.000E-00 0.000E*00 l ::. -: c ! 4.?44E+04 7.2:21-05 ?.20:E+00 0.000E.00 0.000E-00 .-106 1.152E-07 5.04FE+0!
- .4;TE-Of 0.000E+00 0.000E-00 A.-11pM 3.665E*06 4. 019 E - 0 :-
1.461E-10 0.000E+00
- 0. 000E+00 -
l TE-125n 4.46fE*05 2.12iE+06 1.50?E+05 0.000E+00 0.000E-00 TE-127M 1.3:2E+06 1.0??I+05
- .037E+0F 0.000E+00 0.000E+00 jiE-127 2.456E+04 0.2??E-03 1.3!0-E+05 0.000E+00 0.000E-00 i
s'E-:29n 1.650E+0i 2.105I+07 l 1.?F2I+0F I 0.000E+00 0.000E-00 lTE7 129 2.6322-04 1.072E+04
- 1. 67 & E -O'-
0.000E+00 0.000E+00 YE-:31n 1.989E+05
- 9. 4 5 :-E +0i 2.2CSE+07 0.000E+00 0.000E+00 TE-131 0.21?E+03 3.450E+07 1.334E-10 0.000E+00 0.000E+00 TE-132 3.402E+05 4.962E+06 6.51?E+07 0.000E+00 0.000E+00
- -120 1 596E+06 6.692E+06.s 4 E.05z 0.000E.+00 0.000E+00
"$,A.75:.. _l 65. 3 E.4'.1.2.. l,
- -12:
1.4S4E-07
- 7. 6._0S9. 6..07..P.
- -112 1.694E+05 d."4 5 2 E + 0 6 '
1.ISSE+02. " M... 2. 00.h. EC.00 0.000E+00 0.000Et00 0.000E+00 i
- -133 0.556E-06 (2.??1E+06 9.601E+09 0.000'f00 0.000E+00 E
I I-114 4.452E+04 15.305E+05 e.402E-10 O.000E?00 0.000E+00 1-135
- 6. 953E*05 il2. 9 4.7E + 06p
- 2.;000E+07;p @.0l.00'0600 0.000E+00
.. l S. 007E+'09i. c 6."301 E +.10~ ,"^r0. 0 0,0 E + 0 0 0.000E+00 c1-134 7.02?E+05 , 1.7.62E*08@.. 15.795E+'09-0.0:00E+00 0.000E*00 l / !!-126 1.345E+05 C?-137 C o-i.118E + 0 5 1.291E4fn3 y,6. 0 23E.+ 10pl1 0.000E+00 0.000E+00 C1-Ii ?.764E+02 4.11;0 2E
- 05 7 c i:2.s1SOE-21:t,
, 0.;00:0E + 00 c.000E*00 I:-129 5.096E+04 I fi94E40Y 3 :>f2?S74E-055 0.{0 DOE +00 0.000E+00 I 1A-: 40
- 1. 596E + 0 6 ['
2.346E+07 l.y2.410E+06 0."000E+00 0.000E+00 3A-141 4.746E+03;, 4.734E+04 .g 3.141E-44 02.000E+00 0.000E+00 BA-142 1.554E+03i 5.0i4E+04 0.000E+00 07000E+00 0.000E+00 LA-140 1.600E+05.E. . -2 18 0. E.+. 0 7.c,
- e. l. 6 5 0. E.+ 0. 5. c.:.J0(000E-00
- 0. 000E+00 LA-142
- 5. 950E + 04;c. : o38.!S66E* 05 -
,iA. 0.119 E- 06'
- . 0Y000 E + 00 0.000E+00 CE-141 5.166E+05 1.540E+07 1.366E+07 0.000E+00 0.000E+00 0.000E*00 0.000E+00 CE-143 1.162E+05 2.627E+06 1.536E-06 CE-144 9.842E+0i 8.032E+07 1.334E+0e 0.000E+0C 0.000E-00 FF-143 4.32iE+05 0.000E+00-7.845E+05 0.000E+00 0.000E+00 FF-: 44 4.2?4E+03 2.112E+03 1.171E-45 0.000E+00 0.000E+00
- G-14 7 3.R20E+05 1.00?E+07 5.743E+05 0.000E+00 0.000E+00
- 1. - 57 3.962E+04 2.740E+0i.
2.501E+0i 0.000E+00 ~0.000E+00 rJ -2? ? 5.950E+04 1.976E+0i 9.400E+04 0.000E+00 0.000E+00 i Units: Inhalation - mrem /yr per uCi/m ? Others - m
- mrem /yr per uCi/sec Values based on standard NUREG-0133, section 5.3.1, assumptions unless otherwise indicated.
GRAND GULF, UNIT 1 2.0-14 y
T 3LE ?.?-?c PAT:-UY DOSE FACTORS (RO FOR RE TECHNIC 21 S ECIFICATIC' S 4.11.2.3 Fac.e 1 of 2 s / CHILL i ( SHILD AGE CFOUD ( CHILI
- i
/ ti. A. ( C H I LI' e
- 1 E.0 T O D E i I tiH;L A T 10t. l GF OUrG PL AtJE t G o ?
?. O u < 1 '_ r i G ~ 5.' C O W < t:EATI yE G E 7 A 710p. l lh-3 1.125E*01 0.000E+00 l 1.601E-0? I 2.241E+02 4.00iE*05 ... :,. 3.. l e. e....,,.. .. c s; c e,n. ....:r-a.: l 4..- . 5.e:.:.c4 ..... e. r _ n.. ...- e... - n. r r+ ..e..c ca ,i. :.,. 2.605E+0i ,l 0.000E-00 7.77'I+10
- 7. 411 E -0 :-
l 1.li.iE+0? -32 cF-5g 1.i?!E-04 5.50iE+06
- 5. ?.L i-E + 0i 4.ii!E+05 I
6.213E*06 e. is 1. + v.. c. e - e - + v s. 1. e.., - 3... u.e .c+t.. r:r 5,. 1.,.ut.+oc
- r. - Si.
1.232E+0! l 1.06iE+0i 1.ii'E-00 2.457E-51 2.7235-0? FE-55 1.110E+05 1 0.000E+00 1.115E-Oi 4.571E 01 S.012E-08 gg 9 1.263E-Of 1.204E+0E 2.O*5E*0i l i.35?I-0! 6.692E*05 C0-51 1.10iE*0f 4.~64E+0E 7.0iOE*07 l 9.!?iE+07 3.771E*05 CO-iG 7.067E+06 1.532E+10 2.3?1E*05 ' - ".835E+0i 2.495E+09
- 1-f3 S.214E-05 0.000E+00 2.?i4E-10 2.912E-10 3.?4SE*10 1;;-65 S.??9E+04 3.451E+05 1.90?E*01 4.0i1E-51 1.211E-03 P.
- - f 4 3.670E+04
- 6.[iq6E-05g:.
[3.502E+06: , V1f ??.1E;05 5.159E+05 ~ if000E{09
- 2. li4 E + 01-
- 2t;-f 5 9.?55E+05
..t SS3E+0C '1.101E+10 !1-{ F 1.018E+04 T' O. 000E+00 1.122E-09
- 0. 0 00 E+ 00 9.891E-04 ER-83 4.736E-02
.'??.07?E+0? 4.399E-01
- 9. 519 E'- 57 5.369E+00
- ,., o.
. + U,. u.J. a.c .e.oo: 4.A. .is.y..U.. U. U W, ' 0,0
- e. osa:.-l,.
I F - <,, ,s. *.
- o. -c+os v
I;R-85 2.531E+01 0.000Et.007- ^i.0.0 0 0 E +00 k 7:CO.000E+00 0.000E+00 F1-if 1.983E+0*
- 1. 0i..S.. E.. 0.7.4. ?S.."S0iEIO f.
"5.d...i.E+03 4.594E+06 1~
- EE-??
5.624E+02 3.TK-Ef,.04.? F.1 gCEy 4 5.j 0.000E+00 4.574E-22 50-2.452E+02. 1?452E+057 .# 1. 71,5 E - 5 3D ' O.~000E+00 1.f42E-26 EI - ? !. 2(50YE+0) ".6{6.1 $ E + 0 -f IF-90 1.010E+0Sr 0.000E+00
- T.1 1 -'E + 1 1 '
. 4sS15E+0S 3.5?LE+10 5 F - 8 :- 2.157E-06b 1". 0 4 0 E + 10 1.242E+12 I.F - 91
- 1. 739 E + 05:f,.
2.511E+06 . j. 2.67SE+05 Ki.2?2E-10 1.157E+0i sp-?2 2.424E+0.5J S.631E,05 4.1?4E+01 ir490E-46 1.576E+04 .u,.. :. c. t + U,s
- o.,o :.+ 0 i",
1... 1 r. + 0.,. o. o. + 0,r.- ...s. + 0 e.-+ 0-.0 c ,3 ..o Y-9e. 'i tl"':. 0; 0 0 0 E + 0 0 1.757E-05 1,9?E-16 y-91 r1 2.812E+03] 5J.1611.+051 s y-91 2.627E+06" ^ 1 '.~ 2 Ci ? E + 0 f ' " 5".'i ? ? E + 0 6 ' O.400E-05 2.494E+09 ~ y-92 2.390E+05 2.14E+05 7.310E+00 6.959E-35 4.57?E+04 1.,. . t..
- 1.,s *.. :.- o..
,.:.3.
- e..
s s. ..e.,.+.., 4. o., :;:. + o., so r s 2F-55 2.201E+0i 2.$37E+0S 5.756E+05 6.10iE+08 S.843E+0? F-?? 3.511E+05 3.445E-06 4.1?9E+04 7.015E-01 1.24SE+07 t:1-95 6.142E+05 1.E.05E+0S 2.2STE+0? 2.22SE-09 2.?49E+0i
- 1.. o., + 0 e-
.,., e- - + 0,s 1.e.4.:+u.. . c. e : + o.. c 1.n,,. +0,s ve u. r:0-?9
- .- t c -99 r1 4.S10E+03 2.109E+05 1.474E+04 6.915E-13 5.255E+03 t
c GRAND GUI.F, UNIT 1 2.0-15 7 a \\ I 1 l l r
TGl.E 2.?-?c (Continued) PATHWAY DOSE FACTORS (Ri) FOR RE TECHNICA'. SPECIFICATIONS 4.11.2.3 Pace 2 of 2 AGE OCOU: ( CHILD ** 's ll. A i ( CHILD % ( CHILD ) ( CHILp s
- I S OT C.F E s II;HALATION I G' 0 U NI' PLANEl GF$*Cou'MILKl GFS/COWHEAT; VEGETATION 2.277E+04 5.593E-54 0.000E+00 4.123E-29 TC-10
5.S46E-02 l FN-103 6.623E+0! 1.265E+0S 1.10iE+05 4.00?E+09 3.97:E+0S
- t-:0!
- .353E-0*
i 7.2:2E,05 2.4'15-:0 5.51-!E-25 5.ps:g+e4 F.t. - : O f I .432E-07 Y.049E,02 .45 E-Oi f.902E+ 0
- 1. : : :- g,1 ;.
I AC-140M l 5.476E+0i l 4.019E-09 l 1.672E-10 i.742E+03 2.531g,09 TE-125M 4.773E+05 2.12iE+06 1 7.377E+07 5.i90E+0S 3.506E-09 TE-127n 1.410E+0i l 1.053E-05 5.93*E-Oi j
- 5. 060 E + 0 :-
3.ri3E+e9 TE-127 '1,i24E-04 ? 3.2~-3E-05
- .;9:E+05 1
- .607E-00 3.903g+05
~ TI-12:-n l 1.76:I-Of 2.10!I-07 l 7.96:I-0i 1 5.245E+09 2.:icg+09 l c;. v. 0 - + e. e 7.204E-e2 ....s- .. g. c. : %..-
- e... c. e.. - 4 4
T. c..:- e. T E-13 : rt 3.075E+05 ?.45?E+06 2.244E+07 9.S:!E+03 2.:6?E-07 l +E-1?1 2.054E+03 3.450E+07 S.439E-32 0.000E+00 1.349E-14 I TE-132 5.774E+05 4.96EE+06 4.551E+07 9.325E+06 3.111E+07 'I-:30 -1.246E+06 6.692E+06 3.S45E+0S 6.75SE-04 1.37CE-09
- -:?!
- .624E+07
- 02. C S ? E.+ 07;.?
Y:4.35E'+f17
- !57.503E-0 ?
4.754E+1e ~
- -132 1.935E+05 f t.' 4 5 2 E k O'6 "
'5f129E+01 TF42?Ef57 7.314E+03 1-133 3.?4SE+06 '2.9SIE+06 3.945E+09 1.104E400 S.115E+0S 1-134 5.06?E+04 5.305E+05 3.624E-10 0.00bE400 6.620E-e3 s 5,,,1. 039E - 14 3.973E+06 1-135 7.91SE+05 ' 2. ?47E+06: .:8. 607E 0im 3
- 1. 5.15 E + 0 9 2.631E+10
[. C?-104 1.014E+06 S.007E+09n
- 53. 7.15E+ 10s,
s C1-i?i 1.70?E+05 1.{02E+0;ij W2.77l?:E+09w
- 4..(2f E + 07 2.247E+02
, C 1 - 13 7" - 9.065E+05, 11201 E +;i.0; n.g 3. 22'4 f + 103g 1.'l3 hie + 09 2.392E+ 0 t C 3.- 153 S.339E+02q 4.h t:02E.- 65 ". 5. 52S E - 2 ?:l0' e 3 00E-00 9.123E-1: "EA-1?? 5.772E+04; 171'?iE s0! ' ift[23JZ-05)#3 09.'O.D O E + 0 e 2.950E+00 IA-140 1.743E+06.
- 2. 34 6E+07 ',
1.171E+0S y.':3'S 4 E + 0 7 2.767E+0S IA-141
- 2. 919 E + 03.:,
4.734E+04 E, 1.210E-45 ,.0{000E+00 1.ic5E-21 EA-142
- 1. 64 3 E + 03-.(
5.064E+04 0.000E+00
- B.l000E+00 4.105E-39 2 1S.OE+07.,
s 1._. S.9. 4 E+ 0. 5.... 7 5.. '.' 4 9 2 E + 0 2 3.166E+07 LA-140
- 2. 2 57 E + 0. 5. c.
.1 .....a .. ~ CE-141 5.4??E+05 1.540E+07~ , i. 2.f.9.04. E;06' ,10. ". 0 0 0 E + 0 0 1.SS2E+01 LA-142
- 7. SS5E! 04:P 4.:i9...S.S. 6E. +.0!.J '
n ~ 1.361E+07 1.3S2E+07 4.092E+0S 2.516E+02 1.364E+07 2E-140 1.273E+05 0.627E+06 1.4SSE+06 CE-144 1.195E+07 S.032E+07 1.32fE+0S 1.S9?E+0S 1.039E+10 l FF-143 4.329E+05 0.000E+00 7.754E+05 3.609E+07 1.575E+0S l F F.- 14 4 1.565E+03 2.112E+03 2.040E-50 0.000E+00 3.929E-23 l Id:- 14 7 3.2SOE-0! 1.009E+07 5.712E+05 1.505E+07 ?.197E+07 U-167 9.102E+04 2.740E+06 2.420E+06 2.790E+00 5.3SOE+06 u.e - 219 6.401E+04 1.976E+06 9.133E+04 2.232E+0? 1.357E+07 t ( I l 3 Units: Inhalation - mrem /yr 'per uCi/m 2
- mrem /yr per uCi/sec Others
-m -(.- Values based on standard NUREG-0133, section 5.3.1, assumptions unless otherwise indicated. i GRAND GULF, UNIT 1 2.0-16
y T
- BLE 2.2-2d
- Pt.TF'4AY DOSE FACTORS (Ri) FOR RE TECHNICAL SPECIFICATT0~45 4.11.2.3 Page 1 of 2 E
- f.., E C 0 J c-( T E Ef; A G E P :-
( li. F.. ( T E E N.4 G E R :. (TEEHACEP) (TEENAGEP.y 1 It0 TOPE' 1 pH AL AT 1014 i GFOUND PLAf4El G PS,'C 0 w n 1 Ll: 1 GR L C.OWnE AT ! VEGETATIOH H-2 1.272E+02 l 6.000E*00 1.014E+03 1.90SE+02-2.5SSE+03 c.14 2.600E-04 0.000E*00 4. S ! :-E + 0 S 2.040E+0S 3.690E+0S ,...,, - + o :. .. t,,:. - n. e. _+05 ,n .. :w. :.. . x. :. -3* 1.fiiE-Oi l 0.000E+00 1.1!?E-10 2.911E-09 1.60SE+0? 2.036E-04 5.50iE*06 ?.337E+0i 9.471E*05 .1.037E+07 CR-5g n!4-5, 1.??4E+0i 1.60!E+09 2.57!E+07 1.436E+07 9.320E+0e~ nii-!6 5.744E+04 1.06SE-Oi 4.S!6E-01 ?.302E-52 ?.4!!E+02 FI-!! 1.240E-0! 0.000E+00 4.4!4E-07 2.??IE+0S 3.259E+0S '.204E,09 2.561E-08
- .171E-09 9.595E+0s FE-!?
1.!2BE-Oi C C.- 5 5 1.?44E*06 4.464E+09 1.0-5E+03 1.942E+0S 6.034E-0S CO-60 S.720E+06 2.532E+10 3.i21E+0S 7.iOCE+0S 3.23SE+09 1.'06E+10 til-63 5'. 000 E + 05 0.000E+00 1.182E+10 1.519E+10 6 ~ 111-65 3.672E404 3.451E+05 4.692E+00 1.305E-51 '3.966E+02 CU-64 6.144E+04 6.376E+05 3.293Et06_ .1. 713.E- 0 5 6.465E+05 71:- 6 5 1.24eE+0i 7 8.' 58 3 E + 0'S3 " 7 '1315 E '+ 0 ? !
- 33SSEf03 1.471E+09
~." 7 '60 E. if "C'.'000 E f0 0 2.067E-05 11 - 6 9 1.5 4E+0! ?C 000E+00' 1' ' 3R-83 ?.440E+02 $7.07?E+03 1.7?0E-01 5.066E-57 2.911E+00 E F. - S 4 4.328E+02 i2.363E-05 2.577E-22 , 0.000E'+00 2.251E-11 I. F - 3 5 1.?32E+01 i 0. 00 0 E.7.00.1 f.,0. 0.00 E + 0 03 2;g.000E+00 0.000E+00 FL-36 1.904E+05 , 1. 035 E+ 0 7.0.? ":::4. 746 E
- 09H 7?A.10'1E+0S 2.772E+0S FS-$?
5.45fE*02
- 3. ??s9E + 0.5);$
43.SS/Eh45h 0.kO[E+00 3.16SE-22 1,'4.52E4 05.. T M,%9. 7 7. 4. E'- 5 4..h ; 0.%.00E+00 1.247E-2i RI-99 3.520E+02. 2.' 5 0 'v E + 0 4' g.4.,
- 2mi.4E+093
, 2?5f5E+0S 1.513E+10 SF-S9 2.416E+0i S F;- ? O 1.080E+08: Ok000E+00 jp612E+10f. ^ SiO49E,09 7.507E+11 SR '?1 2.592E-05h 2.511E+06 2.409E+05 5.:794E-10 1.291E+06 SF-9. 1.192E+057, S.631E+05. 2.277E+01 f.T516E-48 1.012E+04 y-90
- 5. 592 E + 0 5 :-
5.30SE+03 1.074E+06 17;Q470 E + 05 1.025E+0S 3.200E+03 1.161 E.+ 0 % .5.129E-13
- f. LOT 000E+00 2.285E-07 Y-91M "7
.!...i_2. 0. 7. E.+.. 0 6.I. ' .t6 747;5E.+ 0. 6 < -
- % 910E+0S 3.212E+09 y-91
- 2. 9 36 E + 06.:
m. ...3.522E-35 2.360E+04 v-92 1.64SE+05 2.142E+05 2.82SE+00 y-?3 5.792E+05 2.534E+05 1.312E+04 1.6SSE-07 4.983E+06 F-95 2.6SSE+06 2.837E+0s 1.201E+06 1.092E+0? 1.253E-09 F-97 6.SO4E+05 3.445E+06 4.225E*04 9.231E-01 1.673E+07 HE-95 7.512E+05 1.f05E+0S 3.33SE+0S 4.251E+09 4.551E+0S MO-99 2.68SE+05 4.626E+06 1.023E+0S 1.390E*05 1.293E+07 TC-99n 6.12EE+03 2.109E+05 1.055E+04 f.471E-18 5.011E+03 GRAND GULF, UNIT 1 2.0-17
TABLE 2.2-?d (Continued) PATA'AY 00SE FACTORS (Ri) FOR RE TECHNICAL SPECIFICATIONS 4.11.2.3 Page 2 of 2 AGE GFOUR (TEEllAGER) ( tl. R. (TEEtJAGER) / TEEllAGEP) ( T EEt: AGER 1 liOT0FEl IllH AL AT I Oli i GPOUt4L PL Af 4El G R S/C O W /"! Li' l GP3/COu/MEATI VEGETAT101: 1 Tt-101 6.672E+02 2.277E+04 3.2STE-!i 0.000E,00 3.229E-29 FN-103 7.832E+35 1.265E+08 1.513E+05 7.162E+0? 5.706E+05 T-105 9.040E+04 7.2*2E-05 1.263E+00 l 1.?00E-25 4.G??I., Fv-10i 1.60!E+07 5.c49E,08 i 1.7??E+0i 1.!*0E+11 1.4?4E-10 ] AG-l'OM 6.752E+06 4.019E+09 2.55?E+10 1.?4!E+09 4.031E+09 TE-lh5M 5.360E+05 2.10SE+0i S.563E+07 S.?41E,06 4.iT5E+0? TE-127M 1.656E+0i 1.06?E+05 3.420E+0? 3.816E+0? 2.236E+09 TE-127 S.080E+04 3.29"E+03 9.572E-04 1.659E-08 4.150E,05 TE-12?n 1.976E-06 2.305E+07 4.632E+0S 2.? ICE-09 1.50SE+09 TE-129 3.296E+03 3.076E+04 2.196E-09 0.000E+00 3.418E-0? TE-131H 6.203E+05 9.459E+06 2.52?I+07 1.447E+04 3.24SE+07 TE-131 2.'336E+03 3.450E+07 2.87?E-32 0.000E+00 6.099E-15 TE-132 4.632E+05 4.96SE+06 S.531E+07 2.300E+07 7.519E+07 1-130 1.4SEE+06 6.6.92E+06 ,1.J 4.2 E + 0 3... s ..4.005E-0.4 S.276E+07 I-131 f.464E+07 X2.039E+075,, W.1'-5E+1!'
- 3;s4.5Ei09 3.140E-10 1-132 1.512E+05
}!f. 452E406 ' '2T242Es01 ~'.3SsE%57 4i262E+0; 1 I-133 2.920E+06 (2.?S1E+06 1.674E+09 7.234E+01 4.5STE+0S 1-134 3.952E+04 ?.~ 5. 30 5 F + 0 5 1.553E-10 'j0.000E400 3.854E-03 7.947E+06u I-115 6.203E+05 2 i ':c3.777E+06 :s J$5'. 963E 15
- 5. 0 30E'* 0 6 C3-!?4 1.12SE+06
' 'l S. 00?EiO Q' 1213IOEi104 1.231E+09 1.671E+10 ,e C5-136 1.936E+05 1 1. 7.02 E t0E.M s M.M. 75?.Et09 3.671E+07 1.70;E+0; ( C1-137.:s3 S.4SOE+05
- 1. 201 E'+'10{
- 1. 73 fE+ 10[ '
9.6ffE+0S 1.?4SE-10 Ct-130 S.560E+02' 4.DI O 2E t.057 'yOy14?E-235 m.0.000E+00 6.935E-11 IA-129 6.464E+03, Ifi94E405' [7?7.41E-0 7 :s 0.000E+00 2.472E-01 EA-140 2.032E+06;'~ 2.346E+07
- ,. 7.483E+07 31,663E+07 2.130E+0S EA-141 3.2SSE+03i.,
4.734E,04 Y 4.922E-46 07000E+00 S.6?9E-20 EA-142 .1.912E+03T? 5.064E+04 0.000E+00 Og000E+00 2.269E-3? LA-140
- 4. 8 72 E + 05':,
,.2.180E+07, ;;g2.,291 E+05:: jS.'689E+02 5.104E+07 LA-142 1.200E+0.4pp T. SS 6EiO S.3,s c'42;57.4 E.07 ? O'. 000E+ 0 0 1.06SE+00 CE-141 6.136E+05 1.540E+07 1.696E+07 2.252E+07 5.404E,09 CE-142 0.552E+05 2.627E,06 1.671E*06 3.695E+02 2.040 07 CE-144 1.336E+07 S.032E+07 1.655E+0S 3.089E+0S 1.TisE+10 FP-143 4.S?2E+05 O.000E+00 9.553E+05 5.317E+07 2.310E+0S PR-144 1.752E+03 2.110E+03 1.23SE-53 0.000E+00 3.097E-26 I;D-147 3.700E+05 1.009E+07 7.116E+05 2.454E+07 1.424E+0S 1:-157 1.76SE+05 2.740E+06 2.646E+06 3.909E+00 7.839E+06 f tF -2?? 1.320E+05
- 1. 9 7 6E+ 06*
1.060E+05 3.?S7E+0? 2.097E+07 3 Units: Inhalation - mrem /yr per vCi/m 2
- mrem /yr per uCi/sec Others
-m { (' Values based on standard NUREG-0133, section 5.3.1, assumptions unless otherwise indicated. l 1 I GRAND GULF, UNIT 1 2.0-18 i
T GLE ?.2-20
- PAT L'AY 00SE.: ACTORS TRi) 0R RE TECHNICAf_ SPECIFICATIONS 4.11.2.3 Page 1 of 2 g..,g c; Ouc-(
F.DULT > ( ti. A. ) ( ADULT > ( ADULT 4 ( A D U'_ T > l 130;c Ei 1:4H AL AT 10u i GF'0084b F L At4E l GF.5/ COW /M I LK I GRS/COwr1EATI VEGETAT1014 l g_3 1.2s.4E+03 0.000E+00 7.731E+02 3.24SE+02. 2.260E+03 , _14 1.S16E+04 0.000E+00 2.634E+0? 2.414E+0S 2.274E+08-hp ;4 1.024E+04 1.?&5E-07 2.43SE-Of 1.056E-03 2.690E+05 1.120E+06 0.000E-00 1.709E+*0 4.651E+09
- 1. 403E+09
- J ; _3-1.440E+04 5.506E+06 7.167E+0i 1.772E'06 1.16SE+07 b;t-hh 1.400E+06 1.62TE'09 2.576E+07 2.612E+07
- 9. 005E* 0I -
1.06SE+0i 1.32SE-01 4.95EE-52 5.032E+02 l 2..i24E-04 I;g_5g n 7.205E*04 0.000E+00 2.511E+07 2.933E+0S 2.096E+0S L : _,i. 1.01eE.0<
- s. m E-OS 2.32eE-ea 2.eSeE.e9 9.s75E+0e co_k.
9.2?OE,05 4.4i4E+0s 9.!65E+07 3.703E+0S 6.252E+0S cc_he 5.96SE+06 2.532E+10 0.082E+0S 1.413E+09 3.139E+0? 44320E+05 0.000E+00 6.729E+09 1.SSSE+10 1.040E+10 N-6h _c 1.232E+04 3.451E+05 1.21?E+00 7.405E-52 2.020E002 C'h' 14-25 S.i40E*05 4.e96E+04 6.676E+05 6.00SE+04 6.325E-07 2.319E+04 j.S 5S3E+0$C llg4v365E+0?p
- . d Q,32Et09 1.009E+0?
t E 9.200E+02 10.000EJ005 35.207E-12i 70ko00E+00 1.200E-05 [nhh p-2.40$E+02 i.t.079E+03 9.716E-02 6.004.Ep57 3.107E+00 rp o 3.12SE+02 J2.363E+05 1'609E-23 0.000E:+00 2.475E-11 ip-h5 1.2SOE+01 MO.000E+00.. 0.000E+00 .;_0.000E+00 0.000E+00 1.352E+05 ' 1.035E.+Off2 4 2 T604 E'.+ 090 '!.L.4. 91.f.E + 0 S 2.217E+0S p~ {t:- 36 = _so 3.872E+02 [3.779E+0ff '.52."1 ? 9 Ei4 5", '"O.000E+00 3.42SE-22 p t.d 1.152Ef05.? ejl5. 520E;54.[i;g# 0.000E+00 1.385E-26 p._j$
- 2.560E+02 1.400E+06 tis 09E+0"4[
Q:1. 4 5'1 E + 0 90 3.'014E+0S 9.961E+09 $ p'. _ c ', o. 92 0 E + 0 7. - 0;000E+00' M 650E+10? 1.1;23 4 E + 10 6.046E+11 ~ k.912E+05N 2.5'11Ei06 ' T 377E+0 F 7p233E-10 1.451E+06 p$1 hp' $2 4.304E+04: S.631E+05 3 9.675E+00 2.j334 E-48 S.452E+03 y os 5.056E+05[
- 5. 30 SE +03 '"
7.511E+05 lif141E+06 1.410E+0S ybi tt 1.920E+030 1.161E+05 is.7000E+00 1.527E-08 .W.. 1. 7 4 3 E-154.17f6Ej06. $6.231E+0S 2.314E+09 b
- 1. 704 E + 0icI.?
/19 207E + $U. y E r-
- 7. 3 5 2 E + 0'4-
" f M2E465 "9".' 772 E- 01 ' '2.657E-35 1.603E+04 1 y. y $h 4.216E+05 2.534E+05 7.3SSE+03 2.075E-07 5.517E+06 ~ p. - e. 1.76SE+0i 2.337E+0S
- 9. 557 E + 0.5 1.903E+09 1.194E+0?
I.hh 5.232E+05 3.445E+06 2.707E+04 1.292E+00 2.10SE+07 p U g'. _9 5 5.04SE+0! 1.605E+0S 2.786E+0S 7.74SE+09 4.7?SE+0S no oo 2.480E+05 4.'626E+06 5.741E+07 2.31SE+05 1.426E+07 TC hhra 4.160E+0?' 2.109E+05 5.553E+03 7.43?E-18 5.187E+03 GRAND GULF, UNIT 1 2.0-19 --n-- w
~ TABLE 2.2-2e (Continued) PATA'AY DOSE FACTORS (Ri) FOR RE TECHillCAL SPECIFICATi0'iS 4.11.2.3 Page 2 of 2 o AGE M OUP ( ADULT ) ( H.R. ( ADULT ) ( ADULT > ADULT'$ l ISOTOFEl IHHALATION 1 GFOUHD PLAHEl GRS/ CON /M1LKI GFS/COu/ NEAT-VEGETATION ~ TC-101 3.9? E+02 2.277E+04 1.613E-5S 0.000E+00 3.502E-29 PU-105 5.04SE+05 1.065E+0S 1.1S?E+05 1.22?E+10 5.577E+0S F.U-10 5 4.816E+04 7.212E+05 5.240E-01 3.533E-25 3.2?4E+04 s:U-106 9.?60E+0i 5.04?E+0S 1.320E+06 1.?!!E+11 1.247E+1e AG-110M 4.632E+06 4.01?E+0? 2.1?SE+10 2.523E,09 3.?7?E+09 T E-12 ".n 3.136E+05 2.12SE+06 6.626E+07 1.460E+0? 3.927E+0S TE-12hH 9.600E+05 1.033E+05 1.S60E+0! 4.531E+09 1.41SE+09 ~ TE-127 5.736E+04 3.293E+0? 5.278E+04 2.034E-08 4.532E+05 ~ TE-12?H 1.160E+06 2.305E+07 3.02?E+0S 5.693E+09 1.261E+0? TE-12? 1.?36E+03 3.076E+04 ?.167E-10 0.000E+00 2.506E-03 TE-131H 5.560E+05 9.45?E,06
- 1. 7 5.; E + 0 7 2.1?0E+04 4.42SE+07 TE'1?!
1.392E+03 3,450E+07 1.578E-32 0.000E+00 6.575E-15 TE-132 5.096E+05 4.96SE+06 7.324E+07 4.237E+07 1.312E+03 I-130 1.136E+06 6.690E+06 1.050E+03 5.272E-04 9.509E+07 1-131 1.192E+07 2.OS9E+07, . _.1 3 93 E +.1 1..., ,5.034E+0? 3.?S5E+10 1-132 1'.144E+05
- l1"."4 5 2E + 0C? ~ *11.'342Et011 7:.1 AS16E.57 5.016E+03' 1-133 2.152E+06
]2)?S1EIOS' "? ' 0 9'1'E4 0 8' 9 s336 E+01 5.331E+0S 1-134 2.984E+04 75'.305E+05 9.491E-11 0.000.E+00 4.544E-03 I-135 4.4SOE+05 02.947E+06 2.217E+06 y7.644Ef15 6.731E+06 CS-134 S.430E+05 l 8. 007 E.t09 :.
- .1. 34 5E+ 10 ;
"t.565E+09 1.110E+10 Y .!1.702E+0'S$ ji[. 056E$09'l\\ c[4. 72(4 E+ 07 1.675E+03 CS-136 1.464E+05 g$ 1. 201.E+1.6l0;1 'j.1!. 010E.t10 - 1.1?3E+09 S.696E+0? C5-137 6.20SE+05 CS-13S %.6.203E+02. ' 4 102EV057 g/ji. 736Ey23 jf., 0.000E+00 7.730E-11 EA-13? 3.760E+03 l e194 E+ 05:4 "2 i t. 322 E-O S$4:: 0.000E+00 5.225E-02 1.272E+06 h 2f346Eic77 ?[5N35E+053:3 sf5f?1tE+07 2.646E+0S i EA-140 ~ EA-141 1.936E+03/ 4.734E+04
- 2.677E-46 OE000E+00 9.305E.-22
~ EA-142 1.192E+03), 5.064E+04 0.000E+00 e{0l00E+00 2.463E-39 LA-140 4.584E+05?' 2.130E+07 1.672E+05 IQ385E+03 7.327E+07 LR-142 6.32SE+03$g
- .7.SS6E?05cq cgd.503EpSpy (;g.Bj 000E + 00 4.999E-01 8
CE-141 3.616E+05G% icis5.40E+37# v3 MS3E+07' 1^J0M 632 E + 07 5.0?7E+05 CE-143 2.264E+05 2.627E+06 1.149E+06 5.547E+02 2.75SE+07 CE-144 7.776E+06 S.032E+07 1.209E+0S 4.92SE+0S 1.112E+10 PR-143 2.803E+05 0.000E+00 6.923E+05 ?.204E+07 2.748E+0S FR-144 1.016E+03 2.112E+03 6.716E-54 0.000E+00-3.303E-26 HD-147 2.20SE+05 1.00?E+07 5.231E+05 3.?35E+0? 1.953E+0S 2.740E+06 1.796E+06 5.912E+00 1.046E+07 W-107 1.552E+05 g 18-2?9 1.192E+05 1 1.976E+06 7.385E+04 5.152E+03 2.572E+07 t l 3 l Units: Inhalation - mrem /yr per uCi/m 2
- mrem /yr per uCi/sec Others
-m l l Values based on standard NUREG-0133, section 5.3.1, assumptions unless l _[ Jtherwise indicated. GRAND GULF, UNIT 1 2.0-20 l i i l
TABLE 2.2-3 CONTROLLING RECEPTORS, LOCATIONS, AND PATHWAYS Distance Origin Sector (Meters) Pathway Ace Group (for info only) N 2816 Vegetation Child - garden NNE 2414 Vegetation Child - garden NE 1062 Inha1/Grd Plane Infant - residence 4 ENE 4828 Vegetation Chi.ld - garden E 2414 Vegetation Child - garden ESE 4426 Vegetation Child - garden s SE 3299 Inhal/Grd Plane Infant - residence ...p.. . _ ; ~ y r...,-r, ,g SSE 1690' [insal/GFd P. lane ; . Infant. .:-! r,es idence S '1770 Inhal/Grd Plane Infant. (residence SSW 3734 Inhal'/Gr'd:Plade(.~ IInfan F' dti a:1-residence .d ..,.,,.I..'...:.l} Ni ~ l'- ...{
- ' l
- Inf.' ant
- - residence Inh'al/Gp Plsie SW,
1432 s WSW 8047,._ CoE../5ilN . N Y In.fAkt?. O ') ,,~ ; I - hypothetical W 8047l,, Cow / Milk,jl Infant.h ' - hypothetical r:. ..? - residence 6437;.:'y.. g. Inhal/Grd..P.1an.eggg.gnf ant - ' " WNW ..,;. wait ~.,... .r., d.a5lMst '.:: ~ ::::s ~ NW 8047 Cow / Milk Infant. - hypothetical NNW 1738 Inhal/Grd Plane Infant - residence Table based on Reference 4, Tables 5.2.8 and 6.1.26. k GRAND GULF, UNIT 1 2.0-21 ~ en e
2,. 3 Meteorolooical Model 2.3.1 The atmospheric dispersion for all gaseous releases is calculated using a ground-level, wak'e-split form of the straight'line flow model. 3 atmospheric dispersion (sec/m ) X/Q = 2.036 k ru I
- Where, distance (m) from release point to location of interest r
plume depletion factor at distance r from Figure 2.3-1. 6 = wind speed at ground level (m/sec) u = k open ' terrain recirculation factor at distance r, frcm = Figure,2.3,14 .,n.. ,....,..........~s..::~
- .4...
., ~
- n,
~ ~ s .e .e. 2 + b )l/2',or, s (I e::,, 2 E the: lesser of (o = s
- Where,
>.'. i?@ ' ':tY. .+ ~;. :.:
- ~ ~>
>5 '. ... t 5?i - ( verti,c,h,l:Is.....N!"tandardjdevia; tion (m)~of ther, plume at distance o m ..y w nr ~'
- e.i
, j' ..g.-; ,';lr fo d oUnds. levelfrb l.e' s es !'an de.r thel s tab il i ty a
- e..w:
~ -,, ~ ~- ~;categoryindicatedbyT,fromFigur~ef2.3-2.
- ;p..
T J!.4;;. temperature. differential.with... vertical separation t ,m.&:(lK/100m)5.W-s;;;ct::.:: 5 L:r':. ii* ? ' o t ~ height of the reactor building = $1.3m. b s = \\ \\, "i 1 4 i i t e s ( i s s .g .w 1 a s j s ' N GRAND GULF, UNIT 1 2.0-22 '.i \\' s x
2.3.2, Rela.tive deposition per unit area for all releases is calculated for a ground level release as follows: D/Q = relative deposition per unit area (m-2) i 2.55 ~ = 09 r
- Where, r
g Dh = relative deposition rate a' distance r for ground level releases 4 from Figure 2.3-3. s s - y
- r.
e;!.j: s s s s s
- .ys;
.y. s s s. e f s., [' , :;;r,_. '[ ~ 'O S e , -l/2 ;... ,s
- 1 -
t.: s. s s . c..~. ; ed ...:s':: >\\ll ( <,,"' .!{l :.. .;y;; _, y. s "?
- P.p
' [h;"
- Jf/: > ?:+,4:t
' '.WL::," j :q:l ~ QN: is ll;jl 3 ,, rs
- " q
_ y., ']l;:,:
- N}'
' s )? '- 7;yC s. N4: a 4; i s s s im ~ ;..;; t:e-. ~-
- g; g.... ;.,, ;;;g
- rg.y s
, ~<
- 1 ^>. ris;Q:f <,
'"". * /0:?..::v[.[% A;1 :, s s>... v:. J ' Y?*' * ['N;-4 ".7:Vi: ' ;s*,..,, --: *:'- -. P~
- +
s J s b I I i 1 3i 3 GRAND GULF, UNIT 1 2.0-23 s. /.. ~.
TABLE 2.3-1 ATMOSPHERIC DISPERSION PARAMETERS
- j FOR TECHNICAL SPECIFICATION 4.11.2.4.1 SECTOR X/Q D/Q N
5.468 x 10-7 1.840 x 10-9 4.079 x 10-7 1.600 x 10-9 NNE NE 1.121 x 10-6 5.759 x 10-9 ENE 7.044 x 10-8 3.207 x 10-10 E,,, 2.283 x 10-7 1.093 x 10-9 ESE 7.188 x 10-8 3.520 x 10-10 SE .'. ',.R ' 01'.817 Jxi10 18:420~;h;10-$9 .,;c..
- .n. =
2- .g SSE 7.600 x 10-7 . 3.300.y l0-9 6 ~.:.15219 7 10,- :
- s..$,2809IY10-9 S
- 2...
5 ~ ,;;g . ~. ~ _;u r ..w s. ,.n 7 SSW iss ;.:1:fe '94.ll3rix 10.d.r .nf 8.261"l^'x 10-10 SW - .0 i[10 '@4. x 10-9 g. WSW'.I 3?9.'.3.1 x 10-7 3I.I77x10-10 c'::.ni fkb bS!(($ $ i WiM 4.359 x 10-7 4.662 x 10-y NW l.548 x 10-7 2.733 x 10-10 NNW 1.373 x 10-6 4.174 x 10-9
Reference:
Grand Gulf Nuclear Station, Environmental Report, Table 6.1.26 T s ~ GRAND GULF, UNIT 1 2.0-24
~ 2.4 Dsfinitions of Gaseous Effluents Param2ters height of reactor building (m) (2.3.1) b = i ~ ~ ' C count rate of the station vent monitor corresponding to grab = sample radionuclide concentrations (2.1.1) C' count rate of station vent monitor corresponding to a ':.0 = pCi/ml concentration of Xe-133 (2.1.2) count rute of the containment purge monitor for radionuclide c = l concentrations to be discharged (2.1.2) I 1 count rate of the containment purge monitor corresponding to a f c' = 1.0 pCi/ml concentration of Xe-133 (2.1.2) relative 2.3-3(mgepositionrateforgroundlevelreleasesfromFigure D = g )(2.3.2) l Do average organ dose rate in current year (mrem) (2.2.1.b) = dose to ire %di5/iEd$i.7'Ir$NY5dibibd5Nha$i.dhEfonuc1 ides in D = p particulate form, with half-life greater than::eight days ( (mrem) g(2.2.2.b) T;.E g:55 ~ :a skinpiopegt'e,i D rit j }ilirei (2.2.1.a) D = avera s average.'totalMiB'dy$ y$ rate sidcurist yehf(mrem)~
- T^~._).Mose7 _,__ &
j l@' Otb (2.2.1.a) = air dose due'!tolbeta emis_sions' from:[:noblei. gas radionuclide 1
- .f eo 0
= 3 (mra'd) (2.2.216)"' '.V ~ ' ^" !M. ~
- ai.:
M ski air;3 ose due to gamms" emissions from noti _lf gas radionuclide i d D = 7 (%ad);;(g2.2.py.g c;.cn. .i}g; relative depositi:on:.MMi$EMqg. s.g^2)..~n N ::.....mr m z r:w.u per unit area (m- '(2.3.2) D/Q = i plume depletion factor at distance r for appropriate stability i 6 = I class and effective neight from Figures 2.3-2 and 2.3-3. (2.3.1) ~ l F fracti'on of current year elapsed at time of calculation. (2.1.1) = open terrain recirculation factor at distance r from Figure k = 2.3-1 (2.3.1) K totalbodydosefagtorforKr-89,themostrestrictiveisotope = (mrem /yr per pCi/m ), from Table 2.1-1 (2.1.2) total body dose fagtor due to gamma emissions from ' isotope 1 Kj = (mrem /yr per pC1/m5) from Table 2.1-1 (2.1.1) / DTB limiting dose rate to the total body based on the limit of 500 = ( mrem in one year. (2.1.1) l ~ GRAND GULF, UNIT 1 2.0-25
2.4 Definitions of Gaseous Effluents Parameters (Continued) limiting dose rate to the skin cased on the limit of 3000 Dss mrem in one year. (2.1.1) limiting cose rate to the total body baseo on the limit of D'TB 500 mrem in one year (containment purge) (2.1.2) limiting dose rate to the skin based on the limit'of 3000 D'ss mrem in one year (containment purge) (2.1.2) limiting dose rate to the total body based on the D"TB g conservative dose rate of 500 mrem / year. (tiote 2) D"ss limiting dose rate to the skin based on the conservative dose rate of 3000 mrem / year. (fiote 2) skin dose factor for Kr-89, the most restrictive isotope L 3 (mrem /yr per pCi/m ), from Table 2.1-1 (2.1.2) skin dose.. factor..due..to beta. emissions from.zisotcpe i Lj 3 (mrem /yrl: peri.uCi/m )';fromiTabi'e. 221'--li::(2.l'.1)'
- q sa air dose factor fog)Kr-89, the most..restriitTve isotope M
= (mrad /yr per pCi/m, from Table 2.141 (221t2) air: dose factor du;e totgammasemi'sdlo. 8 $ g YN sh).V.{n
- .. 802N2 $#
Mj ns from? isotope i ~ (mradlyr p:eifuci/m3)g;w.ffom Table 2".1-1.2Y1.1) n n;; y, ' yg; y s on-I. aiEdoseNa'ctdr?i3uelolb5ts:emiss'io fs frddr noble gas radio-Nj nuclide1"(mrad /yrperTCi/m)fromTab'lE.:'2.1-1 (2.2.2.a) 3 gt 'j} doseparameterfor7adionuclida1,(mr[6;;.9em/yr per pCi/m3) for Pj = 2 ..inhala. tion.and (m J. s 2 pathways from.(T.abTe[mremlyr;(:per.uC1/sec) for other l 1 e 2.241M 2.2ilib)b l rate of release of noole gas radionuclide 1 (pci/sec) (2.1.1) Qt Vj average rate of release of noble gas radionuclide i for the elapsed fraction of the year F (uci/sec) (2.1.1) li' j avertge release rate of isotope i of radioiodine or other radionuclide in particulate form, with half-life greater than l eight (8) days in the current year (pCi/sec) (2.2.1.b) ? cumulative release of noble gas radionuclide i over the Qt period of interest (pCi) (2.2.2.a) k'i cumulative release of radionuclide i of iodine or material in particulate form over the period of interest (uCi) (2.2.2.b) ~ rate of release of noble gas racionuclide 1 (pci/sec) (2.1.2) qi 51 average rate of release of noble gas radionuclide i from the elapsed fraction of the year F (uCi/sec) (2.1.2) GRAt1D GULF, UtiIT 1 2.0-26 ~
2.4 Definitions of Gaseous Effluents parameters (Continued) da assigned release rate value of, for example, 1.0 uCi/sec, = -i. Xe-133; related.to definition of C' for the vent. ( Note 3) ci" release rate from containement purge associated with maximum = flow from system and concentration specifieo for c'. ( Note 3) Rj doge factor for radionuclide i, (mrem /yr per uCi/m3) or = (m' mrem /yr per uCi/sec) Rs count rate per mrem /yr to the skin. ( 2.1.1) = l Rt count rate per mrem /yr to the total body. (2.1.1) = R" s conservative count rate per mrem /yr tb the skin. (2.1.2) = 1 R" t conservative count rate per mrem /yr to the total body (Xe-133 = detection, Kr-89 dose). (2.1.2) cistance..(m); from, release: point. to. locationuof; interest for r j dispersion':calliilationn(2.3M)Ye MMddy M .2 s countfrite per mrem /yr to the skin,for containment purge r = 2': kWll$i(2.1.2)ke0kk$; ? . 2'll? moni to.r' only. s4 -a .- ] counte. rate.per mre@m/yrito the?l. tota - 6dy.for containment x. rt = ( purpsimonitorMnl @.(F2.1.2);WW M conservative?c'ou$y. ' rit rits." PEN;d l?lE
- ~
d: ~ li 1 b .R inrem/fr$t'o ths! skin for r" s = containmentpurgd ojly. ~(~2.1.2)~ ~ ?(Nl$fi n.: 2? conservative count Fl3 ate per mrem /yr toithe total body for l r" t = slim)&'.c;gd$i containment,purg.:.on1 ^ 2.1.2 :;.m ?kW l W$ii&ld%i%.s.%h: l Sd count rate of containment purge noble gas monitor at alarm = setpoint level. ( 2.1.2) l Sy count rate of station vent noble gas monitor at alarm = setpoint level. ( 2.1.1) [ vertical standard deviation of the' plume with building wake = correction (m). (2.3.1) vertical standard deviation (m) of the plume at distance r o = for effective height under stability category indicated by T(m) from Figure 2.3-2. ( 2.3.1) l T temperature differential with vertical separation (*K/100m). =. ( 2.3.1) wind speed at ground level (m/sec). ( 2.3.1) f u = J GRAND GLLF, UNIT 1 - 2.0-27
D' finitions of Gaseous Effluents Param:ters (Continur.d) ~ 2.4 e controlling sector annual average atmospheric oispersion at the W = j site boundary for the appropriate pathway (sec/m3). (2.2.1.b). relative concentration for unrestricted areas (sec/m3), W' = (2.2.2.b) 3 X/Q = atmospheric dispersion (sec/m ) (2.3.1) M= highest sector annual average atmgspheric dispersion at the unrestricted area boundary (sec/ma) (2.1.1) y X/Q' = relative concentration for unrestricted areas (sec/m3) (2.2.2.a) 4 < s = p.s :. [ '.*'J.' ..x :/ , y ;.,. _ ".ew 'l s Jvi f.;l : h? e -- -fvy[ . s v?..: s. [..,A ;; ', '., ' s...s ,s,::[ > t' .1 ((.;A::.. lg![
- iI
((f,4 M/-f,{*[J:' ..'..v: ~ s ,e c:y;->
- s, 5J
[,[:[ c:<
- .j&:s.i.;l' ' i i;'j
- g
- f.. b;+,
' k'g.l ~ ( i k,h[.Q '.r9 'J!)Y;!$ ' ' ' " ^ " a,:- 1;P s.. :. .i;.( y Jjp [Ih +:. , ~ 7: s:r.:: iii; .:qz u'^', {;? ! C+(f. .n' [(i' d:'..'.$ . e'x';-
- 3 e
.. i':' . _, s e h*:'
- 'tr. s 2~5:
w: e:q:<:r:5;:;;;.;.5,;;;f[t:$ '!?[,.: .,, iidi ' ' iklik.iii??dEC' -&.' %_ Lh): _li= , r;- lt ~, .*.i'#;: -,, ';wz 3::ll J J GRAND GULF, UNIT 1 2.0-28
Figure 2.2-1 P lu::se Dep t elion dif fC t (O" Go M.9C *.f b'el .L. l ?? SES o (All Atmosoneric Stability Classes) ~ 8 n ) o s 1 I I / t 6 e i o I i l 1 l / I i l l I l l l/ l l l l I I I A I l l l l l l / l l r g 3 ~ m t. c = w e. s "a" W t w-l o eQ t /, o a s i i / i i i 8 l l l c.. /..- l4
- l :.
. g c. .l- .l p. g g i i u7 .1 r 1 r + i = u o e l ./ l l l l l 4 l z Y[ , l_ l.. N s. l-Wl 8-g. w+
- -M
- ;g
- _ p! !> isy ;
';;l{f.;' ,s;:g a t u-u a> ,:i:5 ,e_ ene a g ~ $??'. :l2...~$lb $l5'I .~.fi[ A'b? ~. c
- Np 5:
3
- 1.u:
ime @t 1.v :w .,.;.:V. s c,:1 s,s~- ..; s g u H .=. ~ w c
- s 2-3 a
l e ....,es- '<.: y.::. s,,.gltfi.j:,
- f
- :t'>
c. . m. a s 1 l .. j. = s i.,.> g g g b I la I s e i I / I I I 6 / 1 l l l l /i l l I I H I 1 ".o o o. m. N o. m. e c: N o o o o o d o o d s 3Wfild NI DNINIVW38 Not.!.cyggo ~ GRAND GUI.F, UNIT 1 2.0-29 g-, ,, _,. - - +,. - - -.., ,e.
Figyre 2.2-2
- 'ertical Standard Deviation of Material in a Plum.
~ (Letters canote Pascuill Stability Class) i 1000 i v,, i.. ,i i 4 8 I I 6 HIi/ /s I i i: A i iei i i i 11
- l l/
/ I i is L / : 1 i isi 1 I I I I li If / I I ii lily l l l llL l l ll' I l/l / l l lMl j-f 1 k l / / X ~ .f \\ l V l/ l}U ' ~ ^/ / .() ~ ~ 300 s s i i e i s: / es,/ i i f, ,, vn, , e,,,, g, s-i i /t i r e s i/ i s .x i, i if, i siii 1 I t/ i VI i f/ I fl i i !! I A l l l 4lll S I /l V ' k' M i g 'l /l / lllI M l lM 5 5 V V l / l. oM4SMF l j gF l llll ///\\/ V / W~' E /. / / .. f
- F
/ \\ e. 5 f / V .3, pf th y / /sh /. hf $ j k 19 e s. v /, s e is,,.. e, /i/, ,p ,ie / / l /: l t/ lf' -J { :
- )..
l l.f.:)l:g g g g g g l gg / /I Y:l: 1/f i- -(~-
- i i-i j(
- 6 i
l l / Y l >M l ll' l l .I l l ll l. l l l l l lll ~ I ' / Ml l l l l l I lll /j / e '=~? =..: 5-4 s e. / \\ 1 0.1 1.0 10 100 r, PLUME TRAVEL DISTANCE (KILOMETERS) Te cerature Cr.ange Pascull) Stability with heient (t)f*Ki1CO mi Cateoories Cletsification <-1.9 A Extremely unstable -1.9 to -1.7 5 F4oerately unstable -1.7 to -1.5 C Slightly unstable -1.5 to -0.5 0 heutral -0.5 to 1.5 E Slightly stable 1.5 to 4.0 F Focerately stable > 4.0 G Extre:nely stable ~ i GRAND GULF, UNIT 1 2.0-30 i 1 m.. -.. -. ..m-., --r.. s
.igure 2.3-3 Relative Depcsition for Ground-Level Releases (fll
- mospneric Stability Classes) i 10-3 e,i..
1 l l l l l llI i l l Ii l l l l l l l ll l l l lll l l l1 l l l l l l l .l l !lll l l l l l ~ \\ 30-4 i ~ l ww..... t N ee. e , i., ~c ,.. s... u, ).- 1 i I i I.\\ l I i i li!lt t l 1 i i h I
- l l l 4
ll \\ l l l l lllll l l 1 ,c I 'l I XlI III I I l-I b $.l w h Fys (,- s )fh' h s
- . 4
( ((;;.*,1:{ ' L C
- ~
L! q $ 10-5 i ( ...x .w i i .,e i i w-6 .t. ., e.. .... w. l --. ) : .. g g...:% rg ) .<l. .g g : 4....g.. .g g g g i + c. I 1 l -- ~ 1 1.- <:+ l
- .D I
' k.< IN.- l ll l l ll I 6 l I ($1Ti%.91Tpil ' 91
- !f l[ {#
l:!s A l ll g l ):.: # 1.- 9b- 'I!J pll.! ne K 'l C 6!t N' [ 0" ??(l aw . ;.z .%g -= I e'il C l a +9w: liiN!.inEr mls;:.1~iri:
- i
- a. -
- n.
u- .r ..^ v "- en .,o-6 s 4 6 a g g x i 1 e i e i e ,is, ij i l l J l-1 ii i i e'.;. I I 11 1 Illl l l 11 l l l l l 1l l l l L l l l l l 1 10-7 0.1 1.0 10.0 100.0 200.0 r, PLUME TRAVEL DISTANCE (KILOMETERS) { Graph taken from Reference 7, Figure 6 \\ i GRAND GULF, UNIT 1 2.0-31 G
.oren erain Reci, culation Fa to- . 4.-.;, e 2. 3 4 s c ,o ii i i i i i i s, i i i / 'l l l 1 l I i i l I l 4 i i t I ll l 1 l I l 1 l l l l l l l i ll l l 'l l I ' l I I I I i I Il l l l l lII l l l A I l 4 l m s m I o t e ~1 8 I t /1 e i e i i e i S I I t i I /I t I i : : 1 t .a E II i i I I I I /II l l 1 i i l I f II i i l i l l /Illl l l .I I I L ll l l l l .l-s .:l:i ~;/-c ll' l 3l Qi-l i f l '* l T ' "l.. &l.- C . ~ ~:~ul. o O C E -,2 -v _. ) tiii Y ~ x i":.' il_..l ~ V: U ~ .r z [ b -' ' ' ' sIf! d e ^ ~yW y,- Jf[ .g 2 .g - y ? O ' " = o ~ r:;.. j I*? $f c i ,e e ,, o.., ,4 = l i. l. - 1 I ( t.. I 4... l. i.. a. 1, I g l - p; .g: set.. % :..::x;.;i. 0:(.fs:g.,.:p
- g.
.s hy. g g .....;,_ p -. y.g j g g, l l Ill I i 1 I i 1 I I l'Il l I I I I I = c e o e o 8013Vd NOl1038803 '% ~/ . k. Gwi0 GULF, UNIT 1 2.0-32 em ..m__ _ -. _ - _ - _. r y _.. .m
2.5 GASEOUS RADWASTE TREATMENT SYSTEM ~ The essential components of the gaseous radwaste treatment system for the OPERASILITY requirement of RETS Specification 3/4.11.2.5 are indicated below. MAIN VENT MARDWA5ft EUILDIMG b, H0 ROOF TOP 22 s 2 AGE hy h ACM i a o. g FROM MAIN (JECTOR I I MOLO UP V COM0rN5tR _ ( l I P3Pt T CNtuth h C",jjj'L ~ _ (REPP.ESCITATIVE I i 0F 1 PER ' UNIT) ,$N', ," N ', l V I (A55Ung 16 HOUR 5 PER TrAR OPERATION) RA A VE r$Ng, TRrATMcNT FI a f (a g HrCM. VAC. PUMP ~ "#8" AIII I < - fe!f .( ' ~ .f= q,. g in F I L 1,E
- ntos Tj4 FILTER 8 titit a...l y;
C 3E in sG = L;;h,
- [?N5
? se ~ i.,a Gcyll[, 5ji.t'n 0:'jplp Q:i:pjafi.ATnosg!S iai ~ ~:m:<:99 t lllll' '5 .lh?Y ' i $5 dE! ,.}i.l li?2:i?,
- l lll
.? I: n ':.; g~ y;hh-i> ~ GG TURs!Nt -i. .- C"8'C0Ai II. - I FILTrRl "3 - surtoinGl * - A' '8I8I ~ is:Si ' ^ tr!L:i cut 5:0r/ fni suito:Mc AIR. Q ~ itlI ', > YENTILATION SYSTEM Furl'HAttCrLING A TO ATnesPntall
- as
- Ave w..
ARrA GM;:lll? ',:ll.?,$!$i$ih$"Q* UW;g.. -..gg:g$l ?!$h. ~ FILTER l AU11LIART, CU Dr BUIL0lMG TO ATM017sta! Pat alta htpa il I Fittle fttite Fitita FILTERl CONTAin TNT st0G. - 00 Ot/ Cr l cmances. ) t l assu m a.. ago l to AteosPntati l Pet utPA
- fFs I
fitita tttria l fittle d STA4097 cAS ts** teat TREATMENT '_g 'to$ ST5frM
- 0uring normal operations the demister and filter units
NINj' (REPRESCITAT!YE (prefilters, charcoal filters and HEPA filters) are not OF 2 PER Uti!T) U 'qstalled in the filter train. However, the filter train i, available to be operable at a later date when the filter end demister are installed. i. Taken from R,eference 4, Figure 3-8. GRAND GULF, UNIT 1 2.0-33
' 3.0 RADIOLOGICAL ENVIR0iiMENTAL MONITORING Sampling locations as required in section 3/4.12.1 of the Radiological Effluent Technical Specification are described in Table 3.0-1 through 3.0-3 i ,s and shown on maps in Figures 3.0-1 through 3.0-3. 5 0 p e ' g;, ~ ~ O, r 4
- ..~ic :: '
'[, g g iLi: :..;;y,% n;: [%
- .1
.::;. ~ ~ .yx
- -ll.'
. l.5,$
- $,A' 1.,. * ~'
.y'
- .?.
- ' Aif fl.
s .s s'...,' W . %;:.)) }}, !'5 '
- .?x[;
?:,5$ 'cAf( 'h U s s Sj"U + ' 7(,,, 4 .ikf-f f.!:!'kyp., j' '{ 5A 7 l$\\'
- ~
i ' Yi fi'?' .:.,s...:.,., ,s
- s....
,. -, 3e .. c.9 l ' 5: u [. :;,:."[:.lf' ~ ~ ..x ...[ ( GRAND GULF, UNIT 1 3.0-1
~ ODCM TABLE 3.0-1 AIR SAPPLER COLLECTION SITES Figure 10 No. Collection Site Description 3.0-1,2 1 PG Port Gibson City Barn - located inside fence, west side. 3.0-1 2 61N Highway 61 North at Yokena Church 3.0-1 3 61VA Highway 61 North at Vicksburg Airport s 4 GJ0E On southwest boundary of Gladjo lot and 3.0-3 residence 3.0-3 5 HP0 Located behind the temporary MPal Staff Offices 3.0-3 6 RS Northeast of site, at roadside across t . west'of~ Creek Bridge,'; site perimeter. .s.:. zfrom residences'ilocate'd 100 meters 3.0-3 7 MET LocatedeastisTdeof[MetShackwithin
- fencedboundaryh'.; ; ~ g>;;c )
- .r.
u n:, +:;.,
- c i; 9,% e c
'.,i.ac s.ise ,s.. 7+ ... ~ ...c .m 3.0-3 8 WR1.:. < Jis..) Located 'on.WaterlodiRoad at residence en'}:lgyl1nearesysitej! perimeter ~ yg -;aL.. 3$ :..:.' TSl.E .. 9. i) ~ 3.0-3 9
- q
' GGMP '~ "TLocated in Grand; Gulf Military Park on .n , road leading to cemetery, north side ~~ of road. s O ,, '?~' ;;.ll.^ ~ W.QS Y MyTM:g ' , f...P ' ~ ~ g.., ,~ ~ sun., n. k From: Environmental Report, Table 6.4.15, Amend. 2 (11/79) 3.0-2 m
~.g
--r
ODCM TABLE 3.0-2 ( MISCELLANEOUS COLLECTION SITES \\ ID Collection Figure No. Site Description ~ 3.0-2 1 FISH Fish sample from Lake Hamilton 3.0-2 4 PGWELL Ground water sample from Port Gibson well system (composite of.all wells operational on the day of ~ sampling) 3.0-2 5 ARKCIST Cistern water sample from the ARK, property of Colonel S. B. McGruder ,3.0-2 5 ARKWELL Well water sample from the ARK, property of Colonel S. B. McGruder. 3.0-2 6 PPWELL Ground water sample from Grand Gulf Military Park well llk $.'. ~ ; ?. 'n. l.- ~ ?:.:9 ~ ~ 3.0-2 7 ALCONT .yMilksample(control)fromAlcornUniversityDairy Herd =* 3.0-2 1 TRIMWELLl' ' Ground >Watertsampledrom kk'.H. IMTrimble property-near" site, boundary.t i s.- qw;g.y ; '- e
- 9
\\ 3.0-3 2 TRIMCIST-4C15tirn Twatif samp'id' fr6tNtenanUhouse at GGNS ~ ?! prop;erty 1.ine.4, l' if p igi ~ ~.. ~ 4.:.t SURFACE WATER COLLECTION. SITES "y. m 3.0-3 1 MRUP;9'.,... Surface.. Water, sample.from ths~: Mississippi River .. J Q fcfnt[9]_((y f Q,eamh.[ ' lh b 3.0-3 2 MRDOWN Surface water sample from 'the Mississippi River downstream. 3.0-3 3 BRGSLP Grand Gulf Nuclear Station bargeslip; discharge structure empties into the bargeslip. l ^( l From: Environmental Report, Table 6.4.16, Amend. 2 (11/79) 3.0-3 ,r-..
00CM TABLE 3.0-3 Sheet 1 of 2 TLD LOCATIONS Collection Figurs Site Descriotion SITE AND WARREN COUNTY 3.g-1 Mll Hwy 61 - 5 km north of Big Black River Bridge 3.0-1 M12 Hwy 61 - at 61N location - YOKENA 3.0-1 M13 Hwy 61 - 13 km north of Sig Black River Bridge, west side of Hwy 3.0-1 M14 Hwy 61 - at 61VA location - Vicksburg Airport- . SITE PERIMETER AND WITHIN 3 KILOMETERS ... ~..w..r;;
- f::..... 2I.YAn.l. Ab'![>. n s il.A 'i.'... J..
s SD-s .,.s. 3.0-3 N10 is South of main gate GRAND GULF MILITARY PARK . 25 meter s, s nl ~ Ngthertigmostjointfof yitej.eridktAr - river's edge 3.0-3 M15 3.0-3.o_ M16 ... c; AtiMET.niscation . Met Shac.k, site;y 2.. .. s ';;a ~ c.e.'
- f
..e
- ~ -
m':
- .u 4
,ce 3.0-3 M17 d:'5I1.R. S$,..Nicati. ori',-- :.,G. KIND (GLilFiROID[ c M18 g'.i Eastern s.ite boundary ,G. v s 3.0-3 3.0-3 M19.: 'w..::,... Eastern site:. boundary..-.. ~ s ~ M 'WlG;;.l>l;b.5$5$ghs)$$$K'N '%,:ll 3.0-3 M20 Eastern site boundary 3.0-3 M21 At HP0 location - behirid Health Physics Offices l 3.0-3 M22 South of HP offices 200 meters l l 3.0-3 M23 Cross roads - heavy hauf road and Bucksnort N/C road 1 i 3.0-3 M24 Radial well pump switching station, river's edge 3.0-3 M25 Hamilton Lake boat launching area 3.0-3 M26 Bucksnort H/C boundary in woods 100 meters from road ( From: Environmental Report, Table 6.4.17, Amend. 2 (11/79) 3.0-4 O ,c.-
00CM TABLE 3.0-3 (Continued) Sheet 2 of 2 Collection / Figure Site Description 3.0-3 M27 Southern most point of site perimeter - river's edge 3.0-3 M28 At GJ0E location - near Gladjo residence 3.0-3 M29 Road to Waterloo Plantation, 2 km from Waterloo g Road turnoff 3.0-3 M30 Arnold Acres Trailer Park CLAIBORNE COUNTY 3.0-2 M01 REA pole east of the entry gate to Lake Claiborne approximate]y 100 meters ~ += c .::g ;a;sw
- .; men:.:::g.; n::2=
3.0-2 M02 , WAtihe 'entf nde" o[ Nildh$ "cisili orithe REA power i ', pole 1? ?tu er. .in
- r!.
- n
. ?;:jl 3.0-2 M03 J':i South.of.PortnGibson,>:near.ithe entrance to the i Mosswoo'dECountr 'C1.ub, eas't sidelof highway on REA -J .. _ower:: poTe.,:.) y ( '.$l$. .c." '::l5i Ri0 p .x.,...p: xz::
- a w
w z
- i. ?li 5 Hwy 547T east?ofc.the Natchez TrR;$
' f,N
- .Off?
. Y15 ,f.'k T? !A 3.0-2 M04 , f,..# e Overpass
- p
'approximately!'100 metersi;:between the twin power - lines. . t:Ji .Cris 0 a;p-
- ?? n 3.0-2 M05 #g:<5.,,,,. Hwy 1,8, north of the.highwayf.approximately 25,
, :c !4);g.1 meters t.locat,'ed lo..nl:thW REAspower line. .t. s u::.:.:. a ~ umu c -e ~. .4.rs 3.0-2 M06 East of the Willows, beyond the MMB church, on the REA power pole, Hwy 462 3.0-2 M07 Port Gibson City Barn
- 3. 0-2 M08 At the south entrance to the Big Black River Bridge 3.0-2 M09 Oak Tree south of the entrance to Warner-Tully YMCA camp
'l \\ From: Environmental Report, Table 6.4.17, Amend, 2 (11/79) 3.0-5 ~
n . m. ~ ~ oELH1 TALLULAH - w g ' K BURG g eg3ay e cunTo.s. 3 YoKENA - y 2 h ed-UTICA N WEL TON,u ^ ..;.g
- ^='"7. g.; ',
s 4 l L "" """ T 2:sson,! a i g Sw;p- * ' 'a,;.:~ S JO EPH g. ~ m . :f M',' @fi nM q ik'J,f.i tiAI l;[..
- HAZLEHURST
<.... t p .t ' g;J. 4,{ ';"'fr g:vd. ' ^9 . a! "'-{ '.t y ,T .?4 n ,_fv. ,?'QW N. .;i,, ' fI ..~...t'*.~y
- ..yy 1;+":u
':.r e
- l2 F
- :gll> ' ..,#FAYETTE P' .-.s-WES$oN '^ ': .):x:::3 l .a \\ e [ ty OF, l , 'n $cfCU. uRocKHAVEN.. c r;w, ;
- 3p3 Hg,;g.p-2.wg pf;jg.,:
,,, Yl--' g ..,:.r ~ ~ vioAL +
- NA j
I t r
- 0 esp,4 j
0 H o* l l LEGENo-AIR SAMPLEft toCATICN 0 to 76 30, d TLo !.ocArios s n s so,,, S --m. COLLECT:oN SITE SCAtt .O I MISSISSIPPI POWEft & LIGHT COMPANY COLLECTION SITE LOCATIONS \\ GRAND GULF NUCLEAR STATION GENERAL AREA.v.AP l UNITS 1 & 2 l 0001 FIGURE 3.0-1 l 3.0-6 From: En~vironmental Report, Figure 6.4-1, A: end. 2 11/79
o i 7; 4-N ,o ..N 3 O z k \\ f 5 3o 16ad M N { l i E s b i b m$ ~ ( 2 i } k i = ":., c.54", 33 =7 , // l >' ~..g ~ i46 -Vab y _ ~_p .t= . := j.. O,
- g
.y_ 4; - ~ c.~ : m.~ ne y N E'fjyy'." ?'" i e.- u R n l} l[gl. ? e.. ~ " a c,,, ),, / 0 ? h k?) $:f.? VT m:d?", ', Wis:De. ~ 1 g 2 2 2 g 5, $ L A n 4 g> 1 t / i o. i 7 1 .s 5 6. j t 0 1 2 3* 1 scr.LE g s MISSISSIPPI POWER & LIGHT COMPANY COLLECTION SITE LOCATIONS i GRAND GULF NUCLEAR STATION CLAIBORNE COU:TY, MISSISSIPPI UNITS 1 & 2 l 6DC!i FIGURE 3.0-2 1 3.0-7 Frcm: Environmental Report, Figure 6.4-2, A=cnd. O ll/I? l
e e e ~' LEGEND. l .N AIR SAMI'LEH L.CCATION I___ _ SCALE 0 7 b TLD LCCATION COLLECTION St TE ~ O SURF ACE WATERISECIMENT SAMPLE LOCATION i fa ~, p k') I s Y ,8 g, g% 46 ~ _. g >* *_ ~ a> r O St,d 7 lJ s ~ a 8 / -Jg ~ ...J!: hk ',iq;?;'R n ..g.,
- 3.,
?,. s s, / .. I
- g.. '
/ } &' e S ' i : g; R Jn ,it:g';+
- ?
? . g,u. % pq. "K l i 4u s, ~' s. 3..# g ; :-['pg.g.u jy irr.M. p, 21 'a. ,m.. w oum t ( 2 1 4,,s E ' e% a o a / = + g1 s; 3 i w--c l 3 O MISSISSIPPI POWER & LIGHT COMPANY COLLECTION SI'E LOCATIONS GRAND GULF NUCLEAR STATION SITE PERIMETER I I UNITS 1 & 2 l \\ 00CM FIGURE 3. 0-3 l 3.0-8 From: Environmental Report, Figure 6.4-3, Amend. 2 11/79 l l 1 l
r PROCESS CONTROL PROGRAM ENCLOSURE I ( GRAND GULF NUCLEAR STATION TYPICAL INSTRUCTIONS / REQUIREMENTS TO BE PROVIDED FOR SOLIDIFICATION OF RADWASTE SLURRIES AND EVAPORATOR BOTTOMS CONCENTRATES ) ' A. General i 1. The Radwaste Solidification System is designed to mix waste slurries' and evaporator bottoms concentrates with specific proportions of Portland Cement and Sodium Silicate in order to obtain a solid with ~ definite shape and no free water. 2. Each of the two mixing " trains" (i.e., Trains A and B) is provided with the ability to select one of nine generic waste streams identified by number: Stream #1 - Vaste Surge Tanks (condensate filter. backwash) Stream #2 - RWCU Phase Separator Tanks (RWCU and FPCC filter demineralizer backwash) Stream #3 - Liquid Radwaste Floor Drain Filter (Ecodex) Stream #4 - Radwaste Equipment Filter (Ecodex) Stream #5 - Resins H-OH from Condensate and Liquid Radwaste Stream #6 - Evaporator Bottoms from Resin Regeneration [ Stream #7 - Evaporator Bottoms from miscellaneous chemicals I Stream #8 - Evaporator Bottoms from Floor Drain Wastes l Stream #9 - Future 3. Parameters have been established for various pump speeds required to maintain correct flow rates within the system. These have been preset within the system Modicon Programmable controller. When a particular stream type is selected, the controller will operate the various pumps as required for the solidification process,.at speeds appropriate for the waste stream type being process. 4. The operator will determine which specific generic batch the waste input represents (using methodology specified in Section B of this Enclosure) and select the corresponding generic batch position before starting the solidification process. a. The operator is not authorized to " adjust" the individual process. pump speed settings without specific authorization from the Radwaste Supervisor. b. If the waste input cannot be categorized into a specific generic batch using Section B of this Enclosure, a sample of the vaste input will be obtained and analyzed. Process selection is then made using Section D of this Enclosure. 5. The Solid Radwaste System will be operated in accordance with GGNS ( operating procedures in a manner which will permit segregation of waste inputs into generic batches. With proper segregation, the only parameters that are variable are pH (applicable for evaporator -1 B46 phi
? bottoms only) and percent solids. Categorized wastes will be conditioned to adjust the pH and solid / liquid content within boundary conditions and then solidified as a batch with no further ~ additions of solids or liquids into the respective waste holding tank (s) until the batch is completely processed. i 6. Waste holding tanks A and B should be normally used 'only to collect radwaste equipment drain filter and floor drain filter discharges (Ecodex) respectively. Liquid additions may be from the Condensate and Refueling Water Storage and Transfer System (CRWST) or regenerant evaporator bottoms. 7. Waste holding tank C should normally be used for spent resin discharges and filter and filter /demin (Ecodex) sludge with liquid additions from regenerant evaporator bottoms or CRWST. 8. Reactor Water C12anup System (RWCU) filter /demin sludge (Ec6dex) is, typically, approximately one hundred times higher in specific activity than other sludges processed and should be segregated from other wastes and handled with extra care. RWCU filter /demineralizer sludge is normally processed through vaste holding tank C. 9. Evaporator bottoms should normally be processed through vaste holding tank C. B. Categorizing Waste Holding Tank Contents Into Specific Generic Batches l 1. A knowledge of the sources of sludge arid -egregation of specific types of waste inputs is essential. 2. The operator will determine from the Water Treatment /Radwaste j Logbook the type and volume of waste to be transferred to the waste holding tank. Typical inputs will be: i ~ Spent resin tank contents; bead resin from the condensate a. cleanup demineralizer or radwaste (i.e., floor drain or equipment drain) demineralizers. b. Filter sludge from the condensate cleanup filter; (Ecodex). Filter sludge from the RWCU and FPCC filter /demineralizers; c. .(Ecodex). d. Filter sludge from radwaste (1.e., floor drain or equipment drain) filters; Ecodex. Evaporator bottoms from regenerant of resin will normally be e. 25% sodium sulphate with trace amounts of other dissolved solids and suspended solids. f. Evaporator bottoms from floor drains will-normally be 25% to 50% suspended solids with dissolved solids significantly below saturation. g. Evaporator bottoms from miscellaneous chemical waste will normally contain dissolved solids from water treatment chemicals (sodium nitrate. TSP), pH neutralizers (H2SO4 or NaOH), miscellaneous laboratory wastes and trace amounts of suspended solids. B46ph2 ~
a .e 1. Radwaste filter sludge as transferred to the vaste holding tank may have an excess of solids and therefore need liquid added to prepare it for solidification as generic stre:- #3 or #4 (20% or 27% solids). i i With the agitator OFF, add regenerant evaporator bottoms a. (preferred source) or condensate and refueling water until there is an observable change in tank level. NOTE: This will assure that the filter sludge is sufficiently wet to prevent agitator overload. b. Turn on agitator and add liquid as indicated on graph, Attachment I (later), to obtain a 20% by weight mixture or Attachment II (later) for a 27% by weight mixture. Start the agitator at least 30 minutes prior to solidifying to_ c. i assure a homogeneous mixture. 2. RWCU and FPCC filter /demin sludge as transferred to the vaste holding tank will have an excess a=ount of water which must be reduced te prepare it for solidification as generic batch #2. a. Transfer sludge from the phase separator until the level in the waste holding tank is (later %). b. Allow contents to settle for at least four hours, then decant excess liquid to the RWCU phase separator until the decant pump trips. NOTE: This will leave approxi=ately 1" of free standing wate'r above the sludge, Start the agitator and add liquid from the regenerant c. evaporator bottoms (preferred source) or condensate and ( refueling water as indicated on graph, Attachment II (later), 4">- to obtain a 27% by weight mixture. s d. Start the agitator at least 30 minutes prior to solidifying to assure as homogeneous mixture. ] 3. Spent resin beads as transferred to the vaste holding tank have an excess amount of water which must be reduced to prepare it for solidification as generic stream #5.. a. Transfer resin from the spent resin tank until level (later) is reached in the vaste holding tank. b. Allow contents to settle for at least 30 minutes, then decant excess liquid to the RUCU phase separator until the decant pump trips.- The mixture is now ready to process with approximately 25% by c. weight of solids, d. Start the agitator at least 30 minutes prior to solidifying to assure a homogenous mixture. 4. Regenerant evaporator bottoms as transferred from the evaporator bottoms tank may be added (af ter pH adjustment) to filter, demineralizer, or filter /demineralizer sludges to adjust liquid content as required for specific generic batches or may be solidified directly (i.e., without combining with any additional water as a generic batch.) ( 5. Evaporator bottoms as transferred to the vaste holding tank will be solidified directly as generic stream #6 or #7, or #8. _4 B46ph4
D. Adjustment / Conditioning gf Non-Specific Batches of Waste N Adjustment / conditioning of non-specific batches of vaste (i.e., vastes not categorized as generic batch (later) through (lara-T - 1. If a batch of waste cannot be identified as a specific generic batch designated in C.1 through 5 (above), a grab sample of the mixture will be obtained and the following steps will be performed: The chemist will analyze the test sample for activity,~pH, a. conductivity, TSS, silica, and presence of oil or grease. b. With the above data, the operator will adjust the waste to g within the boundary conditions of a generic batch. A sample of the batch will be mixed with cement and sodium c. silicate according to ratios specified for that generic batch and verified to solidify after a 30 minute curing time with no free water. d. If the batch is not solidifiable using any of the specific generic batch feed rates available, the operator will receive guidance from the Radwaste Supervisor. E. Sannling for Verification of Solidification System 1. For batches of specific generic wastes processed according to Section C of this Enclosure, (other than every tenth or twentieth batch) no effluent sampling for verification of solidification is i required since these have been proven to be solidifiable in the j preoperational test program and this process control program. 2. For batches of non-specific wastes processed according to Section D ,q, of this Enclosure, a grab sample will be obtained and analyzed to determine if its constituents are within the specified parameters of a generic type. 3. If the test sample of non-specific waste fails to fall within the boundary conditions for a generic type of waste, the following shall be done: Effluent will be collected in three 500ml plastic beakers, a. b. Three proportions of solidifying agents, specified by the Radwaste Supervisor, will be added to the three test samples. c. The three test samples will be allowed to cure. d. The cured product will be split to verify the mass is a solid -with definite shape and no free water. l e. The test sample proportions used to produce the best product, l as determined by the Radwaste Supervisor, will be used for solidification of the non-specific waste. l l i l t l B46ph5
PROCESS CONTROL PROGRAM TABLE I 5 BOUNDARY REMARKS OR SPECIAL CONDITION i SOURCES BATCil WASTE TYPE PROCESS PARAMETERS CONDITIONS (Cement / Waste Ratio) ~ STREAM 1 Condensate Filter Backwash Waste Surge Tanks Ecodex Solid Contents (Later) 2 RWCU & FPCC Filter Phase Separator Backwash Tanks Ecodex Solid Contents (Later) 3 Liquid Radwaste Waste Holding Floor Drain Filters Tanks A or B Ecodex Solid Contents (Later) 4 Liquid Radwaste Waste Holding Equipment Drain Tank'A or B Ecodex Solid Contents (Later) Resin Beads Spent Resins Spent Resin Tank H-OH pH, Solid Contents (Later) S 6 Evaporator Bottoms Evaporator Na,SO4 (Regeneration) Bottom Tanks Solids pil, Solid Contents (Later) 7 Evaporator Bottoms Evaporator (Hisc. Chemicals) Bottom Tanks Solids pH, Solid Contents (Later) 8 Evaporator Bottoms Evaporation Bottom (Floor Drains) Tanks Solids pit, Solid Contents (Later) 9 Future (I.ater) (Later) (Later) (Later) i s 9 f rgt .\\j.. 94 .n
GRAND GULF NUCLEAR STATION PROCESS CONTROL PROGRAM ( I. Interfaces: A. The Radwaste Solidification System receives wet waste inputs from the following: Equipment Drain Filter (D001), Floor Drain Filter (D003), Evaporator Bottoms Tanks (A014 A and B) Spent Resin Tank (A007) RWCU Phase Separator Tanks (A010 A and B) Waste Surge Tanks (A002 A and B) B. Support Systems include: Radwaste Building Ventilation Condensate and Refueling Waste Storage Liquid Radwaste Equipment and Floor Drains Instrument Air Service Air 125V DC 480V DC 120/208V DC 4 II. Operable Solidification System Equipment required: A. Either A, B or C Waste Holding Tank (A001 A, B, or C) and associated
- >~
Waste Metering Pumps (C001 A, B, or C). B. Either A or B train solidification equipment including: Cement feeder valves (D005 A or B). Air slide conveyor (D017 A or B) Mixer feed pump (D002 A or B) Chemical addition pump (C002 A or B) Fillport (D006 A or B) ~ j C. Transfer cart and capping mechanism D. Overhead crane III. Interlocks / Instrumentation required: A. On the operable Waste Holding Tank: 1. Level monitor and associated level alarms (Hi and Low) l B. On the operable mixer unit: 1. Pump discharge low pressure switches and associated lights for vaste metering pump, chemical additive metering pump, and mixer feeder 2. Drum in place switch and associated light 3. Fillport down switch and associated light r i k l ~ B45ph2
+, ) 4. Cement flow switch and associated light 5. W. aste container full switch and associated annunciator I ( C. Modicen programmable controls or manual override controle. IV. Administrative Controls: l A. Administrative procedures will require that: 1. Directions for extensive or complex jobs where reliance on memory cannot be trusted shall require the written procedure to be present and referred to directly. 2. Directives shall include appropriate quantitative and/or i qualitative criteria for verifying that the specified activities have been satisfactorily accomplished. B. Operation of the Raducste Solidification System will be performed by. operators using a directive, meeting the Administrative Procedure requirements in IV.A (above) and in accordance with GGNS Operations Procedure. C. Access to process flow control (Modicen Program) will be limited to the Radwaste Supervisor or his designated alternate. V. The interlocks / instrumentation provided in III (above) will assure that: A. The operator knows the level in the Waste Holding Tank. B. Process flow is established in all required flow paths. ,[ 1. This will prevent the introduction of waste to the shipping container without the proper solidification agents. C. The shipping container is in place under the fillport and the fillport lid is sealed against the container before any process flew can start. D. The shipping container will not be over filled. VI. Sampling and Process Parameters: i A. This section and Enclosure I of the Process Control Program will establish the program of sampling, analysis, and verification of solidification, which is necessary to insure complete solidification of each type of radioactive vaste. B. The minimum sampling requirement for verification of solidification is every tenth batch of each type of waste except for floor and equipment filter sludges which will be required to have one representative sample at least every twentieth batch. C. The representative test specimen will be obtained for verification of solidification from the first five (5) batches of each generic stream after the plant startup to obtain operational characteristics of process parameters. D. Batch, Proce'ss Parameters, and boundary conditions are defined in Table I. E. Verification of solidification is as follows: / 2 B45ph3
g'.a 1. Three test samples (500ml) will be taken in plastic beakers. 2. The design proportions of solidifying agents, (Table I), will be added to all test samples. ( 3. Test samples will be allowed to cure. The cured product will be split to verify the mass is a solid with definite shape and no free water. 4. All test samples must past solidification tests. If test fails, retest as per Section E.3 of Enclosure I. VII. Packaging Procedures The total contained activity, external dose rate, surface contamination, and physical form of solidified waste will be verified to be within 4 limits prior to shipment. s A. Containers will be remotely smeared and decontaminated prior to storage. 1. Containers that are not within li=its will be manually decontaminated and re-smeared. B. The curie content of each container will be esti=ated from the following parameters: 1. Type of vaste contained (corrosion products, fission products or mixed). 2. Mid plane, centerline container dose rate. 3. Density of material in container. / 4. Geometric configuration. 5. Correction factor (C). C. An isotopic analysis will be performed on every tenth batch of vasto input to the solidification system. ~ 1. Total activity in a container will be calculated from the ~~ isotopic analysis. 2. The calculated activity will be compared to the esti=ated i activity. 3. The correction factor (C) will be adjusted, as necessary, to assure that the estimated activity is greater than or equal to the calculated activity. D. Plant operating instruction 04-S-05-4, " Preparation of Solid Radwaste for Off Site Shipment" shall be followed to assure that the requirements of 49CFR Parts 100 to 199, " Transportation",10CFR20, and 10CFR70 are met. . l B45ph4
4'.y 9, 9, r p i+' 8 FIGURE'2.8-3 / i . MF6L QUALITT ASSURANCE REME2 SEZIT GGNS PROJECT MANUALS /PSCLETIS Part I - - To be ce=pleted by the responsible Section 8 \\ U Manual s p Documenc r. Ticle- .h h \\ ~ (14Ali Asenw dedrd Av.& s. Review Request Letter No. : PMI-4 Dated: Review Due Jara: e To be co=pla.ted'by Reviewcr(s) Part II $1/& bDate: 3$ Approved bf: b Manager /of Quality Altstr5nca I Reviewer' Signature Date: N p 'i 4 g ^- h,.Noco==Ints I Q Co==ents m o s
- z Reviewer's Signature Date:
i Cl No ec==ents - Q Cc==en:s 1 + ? \\ '( / i 1 1 Attach AdditicuaL Sheets If Neccesary. Return to G Adninistration Sectic.a .j 8 g Licensing Section t. .%J DATE g I REV. 8-U/25/79' nrIERNAL PROCEEURES MAF.UAL [ lj .PAGE 2.8-7 .4 m- -.}}