ML24114A133
| ML24114A133 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek  |
| Issue date: | 04/15/2024 |
| From: | Wolf Creek |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| 000347 | |
| Download: ML24114A133 (1) | |
Text
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Location of Site within the State of Kansas
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.J:J UPDATED SAFETY ANALYSIS REPORT
<8 Figure 2.1-2
County Location of Site within Coffey
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0 2
MILES
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1CILOMETEA8 Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.1-3
Property Owned By Applicant ITUI 1:;;* ""01>1 *~
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Figure 2.1-5
2000 0 2000 4000 Layout of Dams, Dikes, Spillways, FE and Outlet Work sl!o!o~!ioiiiiiiisiilo. o LIETEPS
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LL WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-7
Transportation Network near the Site
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STATUTE IIIILES 10 0 10 20
Rev. 0
UPDATED WOLF SAFETY ANALYSIS CREEK REPORT
Figure 2.1-8
Cities of the*and Site 50 Towns within Miles
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A ./" > \\ t- \\.. \\ UPDATED SAFETY ANALYSIS REPOR
\\. ,, -*., 260
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*' 1970 Resident Population 0 to 10 Miles ~-------------C*-----~f / -**< \\,
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UPDATED SAFETY ANALYSIS WOLF CREEK REPORT
.... /.
Figure 2.1-10 Miles 1980 Resident Population 0 to 10
I N
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250 <. . WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-11
Miles 1990 Resident Population 0 to 10 I N
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Rev. 0 8 240 60 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-12
*! \\, 2000 Resident Population 0 to 10
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200 *// WOLF CREEK
//~ UPDATED SAFETY ANALYSIS REPORT
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_.-..--- I 2010 Resident Population 0 to 10
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150 ( WOLF CREEK
.I UPDATED SAFETY ANALYSIS REPORT Figure 2.1-14 Miles 2020 Resident Population 0 to 10
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STATUTE MILES 10 0 10 20
Rev. 0 UPDATED SAFETY ANALYSIS REPORT WOLF CREEK
Figure 2.1-15
Miles 1970 Resident Population 10 to 50
!UII[AL: or ~!'l'i~~- :t~'ll 01VIS10"'
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STATUTE MILES 10 0 10 20
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-16 1980 Resident Population -
- 10 to 50
8U"-£AU or C[ti~~..;S, CI\\'IL OIVISION Miles AAP or .::.Aros.~s, 1 ?70 I ----+----~---'
.16900 0
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Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-17
1990 Resident Population 10 to 50 Miles 8L:'~.:.,_ ~r ~~*j-:..~. :1*.*l :*.*S*:*.
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Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-18
" £ , £ * [ " e: £: 2000 Resident Population 10 to 50
IU.(AU OF Cf,SUS, (lVI\\. DIVISION Miles
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Rev. 0
WOLF CREEK UPDATED SAFETY. ANALYSIS REPORT
Figure 2.1-19
2010 Resident Population 10 to 50 Miles
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Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.1-20
. ( , [ " ( ,. ' (: 2020 Resident Population 10 to 50
IUI[AU OF C£14\\US, CIVIl OIVISION Miles
~~~~ or KANSAS, I ~70 I -~-
~ '
- LOCAT!ONOFFACILITY
- 1. UNIFIEOSCHOOLOISTRICT244(BURLINGTON)
- 2. SPECIALSCHOOL(PROJECTED)
- 3. OUTDOORLABORATORYFORENVIRONHENTALEDUCATION
- 4. COFFEYCOUNTYFAIRGROUNDS
- 5. COFFEYCOUNTYHDSPITAL
- 6. COFFEYCOUNTYJAIL
- 7. ORAKEPARK
- 8. FLORALPARK
- 9. GOLOENAGELODGE
10.HONEYTREEPRESCHOOL 11.JOHNREDto:INDRESERVOIR
- 13. PLEASANTVALLEYTOURISTFAR/1
- 14. RDCKCREEKCDUNTRYCLUB
15.ARROWHEADHILLSCOUNTRYCLUB 16.ALLELUIAACADEHY
17.1-NUELBAPTJSTACADEHY
THEREARENOP\\!BLICFACILITIESLOCATEOBEMEN 5AN010Hil£SOFTHESITEEXCEPTFORTHEFLINT HILLSNATIONALWILOLIFEREFUGE.ITISLOCATEO ALONGTiiEPERIHETtROFJOHNREOM!)NORESERVOIR, 6.8Hil£S TO 20.8H1LESWESTTO NORTlMSTOF THE SITE.
I 0 MILES
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UPDATED SAFETY ANALYSIS REPORT WOLF CREEK
tiGURE 2.1-21 PUBLIC FACILITIES AND INSTITUTIONS WITHIN 5 MILES OF THE SITE
Rev. 0
- 1970
.1980 01990 0 2000 60 0 2010 0 2020
50
.,__ -w cn..J z_ ~~ 40 L&J ~~ -=> !cio ..Jfn =>a: ~L&J ~~ wen 30 >z -0 !;{(I) ..Ja:
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0 5 10 20 30 40 50 DISTANCE FROM SITE (MILES) "Rev. 0 WOLP CUB:I UPDATED SAP~ ARALYSIS REPORT Figure 2.1-22 Cumulative Population Density, 1970 to 2020 within SO Miles of the Site I ./
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.*. I 20. KEPCo Generation Facility f
WOLF CREEK GENERATING STATION UNIT NO. I
FINAL SAfETY ANAlYSIS REPORT FIGURE 2.2-1 INDUSTRIAL, TRANSPORTATION, lAS( IA$t "" ,_,, rllD fliiiOPt 'UUAI. Hltit61AY -OUUINtl; AND MILITARY FACILITIES, flAP, tOFFt' tcnntiY * !tMU,S, $TAft "IC8U.Y Rev.16 0 TO~ MILES COI941UION OF J.o\\NSA\\1 tt7le.
5 0 5 10 Miles 0 5
KEY: 0 AIRPORTS WOLF CREEK
*:;:~.:~~\\~~~?':';'~'.~*~'*~~ UPDATED SAFETY ANALYSIS REPORT AIR ROUTE
II)TE: Figure 2.2-2
LOCATION 0, IC)CJ< AIAI'IIIIT l'ltOVIDlD IY A. ICICk (1979). AlA IM-TIOM S0UACE - lASE IIA' UmtUCl: Low Altitude Air Routes and
NATI- *OCEANIC AND ATICISI'M!AIC -INISTAAnOM, Airports within 20 Miles 1,8, kANSAS CIT\\' SECTIONAL AlAONAUTICAl. CHART, Rev. 0 SCAU I :SOO,OOO, 1ht EDITION (Dltl*l 18) WASIIINmiN, D.C ** 5 10 Miles I I
0 5 10 Nautical WOLF -' 1* Miles CREEK
AlA INFORIIATION SOURCE: UPDATED SAFETY ANALYSIS REPORT
lldlU££N, A,ll,, 1979, CHIEF, I<AHSAS CITY AlA ADUTE TRAFFIC CONTROL CENltA, FtOERAL Figure 2.2-3 AVIATION ADMINISTRATION, OI.AllfE, KAHSAS, liAITTEN COftiUNICATION (SEPT, 19, 1979).
NATIONAL OCEANIC AHO AT!10SPHEAIC AOIIINISTRATION, High Altitude Jet Routes within 1979, HOit~£AST, ENROUTE HICH ALTITUOE*U.S. KAP, Jill£ l~th EDITION, WASHINGTON, D.C ** 20 Miles
liAS£ HAP A[FtAENCE:
NATIONAL OCEANIC AND AT!10SPHERIC -INISTRATION, 1978, KAHSAS CITY SECTIONAL .1£ROHAUTICAL CHART, SCALf 1:500,000, 21st EDITION (OECEIIIIEA 28) Rev. 0 liASHIH~TON, D.C ** UPDATED REPORT
Figure 2.2-4
BASE MAP
REFERENCE:
Military Air Routes within 20
- KANSAS AERONAUTICAL CHART Miles JUNE 1, 1984
Rev. 0
CONTROL BUILDING Gd,Ce(t) Go,Co(t) Gb,Co(t)
Ve,Ce { t)
CONTROL ROOM
Gci,Co(t) A/C EQUIP. Gei,Ci{t) ROOMS
Vi ,Ci (t}
CONTROL Gc,Co(t) ROOM Ge, C(t) Gt , c'o (t) V,C(t)
REV. 2
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.2-6 (sheet 1 of 2) Control Room Chlorine Mathematical Model for the Analysis
Pre-Isolation Mode Gg,Co(t)
FILTER I
Gh, Cs (t}
.1~ Gg, {1-R) Co(t)
~r ~'
CONTROL BUILDING ~~f!l_<.!L~
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~ .,Gk,Ca (t)
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CONTROL ~G_o.!~!t_l ___ ~
.,.Gn,C(t) ROOM 1-G_e...:.i,_C..:..(t..:...) ---* ...
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REV. 2
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.2-6 (sheet 2 of 2)
r~au,emati ca 1 fv1ode 1 for the Control Room Chlorine Analysis Post-Isolation Mode
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MILES 20 0 40 b el I Hev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.3-1 Regional Climatological Stations 19 ,/ **-- __________ *j ~ .* ._ -*f(r*~ d. 1;2H6,f 18 ? 52 ~-1*--*-------1 <! 163 ~ 168 ) 49 \\;16\\ ... ~~
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-...J 100 0 300 500 I IIEHRENCEt laiMJ aygzl t; J Upper figure is number of PAUTZ. M. E., 1969: SEVERE LOCAL STORM hai 1 reports 0.75 inch and OCCvi<RENCES 1955*19&7. ESSA TECH, 1".(11) w5Tii I CST 12. OFF iCES OF r*.ETEOROLOG iCi\\i.. greater; lower figure, total OPERATIONS, S ILV(R SPRING, l".i.>. days this size reported~ 1955-1967.
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WOLF CREEK UPDATED SAFETY ANALYSIS RJ!:PORT -
Figure 2.3-3
Hail Reports by One-Degree Squares, 1955-1967 v~ ......., ...0 OJ ,... f-'* l-' Cl OJ 1-' ~ K 0 (l) ::0 ~ ... oo ro '"d .-3 0 0 0 tzJ 1-'H I..Ort (/l U1Ul ILj ~~ U1 1-'* I"Zj0 I tJ 1..0 tzJt"' 1-'~ c 1..0 H ~""' mt-3 (l) t< n
* <' CVOI 1\\ "-1 /\\Tif'\\"-1 -......J"'"' tJ::II::O L..AI L..MI'IMI IV111 0 N ZtzJ 0 w I ~tzJ MILES ro I t""'~ 250 0 300+
1..0 ~ t-<1 N:lTE: MAP ZONATION SHOWS TOTAL NUMBER OF 250 500 750
- K m REPORTS OF HAIL 3/4 INCH !N I r-1 1Cn-"IV\\
ro DIAMETER OR GREATER FROM 1955 ~- LJ '"'"' ~vv (!) ~~ TO 1967. DATA FOR 2-DEGREE 150 LATITUDE AND LONGITUDE SQUARES. m 75
- I; ~ 25* 75
REHRE~CE: PA~TZ, 1'1. E.. 1969: SEVEP.E LOCAL STORH E S* 25 OCCuRRENCES-1955-1967. ESSA TECH. MEKl I~ WBTK FCST 12, OFFICE OF METEOROLOGICAL Of'£F<ATt0N5, SiLvtK SPKii-iG, i"'.i:i.
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WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Tornado Reports by One-Degree Squares, 1955-1967
- Rev. 0
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\\ 16 ! 28 1 ---*1 259 ' *-J 479 i 301, 164 ;'i_ .. ---:-- 80~ 30 2 9 ' ' I \\-*--- r . . \\_.., r ) L '~ f
\\ j 2 7 / 11 3 ;---- ** ---- ------- \\) \\_ 2 53 ~ 1 7 3 ~ (*s 9 r * ()1~.;: 20 24 \\ i J_! 99 i 877 '.i 616 ';* ) _.~;;-;"* 5~/"' 157 t~l 18
\\ :------ ! 4 5 3 * . 3 2 3 ..... . j,,.-./..1'-i ~"- 11 7 .. -
*. ! -- j I ' ,.-1 126 / - -*-
\\.,V I -*--------"'[--' .. -**--*--- *- _ ~~T.: .. i ~ .) _ - - - -----~ - - 216 .:.?
.) 91 / ~--------., 686 ;---*-*-**-**;: 7f**-r* ~~~ //~~ .. --_158 /;y*
t a o I 9 6 ! I 3 5 7 ; 2 8 2 ..e ---**-r- - _\\_....4---c, 14 4 --,>_~
----*--- I '< .. , ! i 'l-...-....~-......t., 7 9 I "~ ! 1 7 1 I' ! \\ ~, 256 ! 254 \\ 253 '\\. )../ 1 0 9 )
-....... , I 1 ~------*-* 146 I 163 \\ 184 ?
**--------. .L..r-**-'\\.. ________ J 112 7 \\203 > :: ---(~ (' f
'\\ \\ 613 _ \\ f ~1140'*-**,...~v---L~"' \\\\ I * ,.---- ***-**-**-**-,.; \\
!:0 Cl (!)
., < . .......... /J"-....\\ f~:t 1263\\
0 \\ ~ (.,,2 ' l>' '\\{ ,.1 ~ t'ii t-3 0 ....... 0 \\' ~j -...
~
OJ ~2: hj GJ 1-'* hi!O c 1..0 t'iit-1 Ul c t-3hi2 rt ti I< .. r.n (!) n MILES tv Ztl.:l l>'~ f--1 . l>'t'ii 250 0 250 500 750
\\.0 w t-1~ Psi; _, I I I U1 I I< -
l)"l 0"'\\ .rn I I~ f--1 NOTES 1...0 I~ 0'1
-...] Upper f gure is number of ~:nd RE~;~~~~E~. E., 1969: SEVERE LOCAL STORM gusts 5 knots a~d greater; OCCURRENCES 1955= i9£7. ESSA. TECK .. ~,£t<) lo\\"'Jer f gure, to~ :31 days on I~ WBTM FCST 12, OFFICE OF ~ETECRQLOGICAL which w nd gusts ~ccurred, 1955-1967.
Of'£RHION<; SILVER SPRII>G, M:l. i 1-0 z
0
~
0 0 It)
0 Vl Ql en 0 w 0*
...J !'()
- E
0* 0 o.
x:~=t a:wu ox:- 1- <-'
"' *0 :r:_J
_JUO
*1 w oc
- Ut-00 0 wx:
-'~!: .
WV>X:U a:...., z w l..-
~,._.:o~
V"...O'-UV"t 0'\\U
~--;:~
~'""Lt...> (J'\\V\\(..") _,
-. 2:' "' .. ;;;
*lit- ..
ww "' *\\..J t-z
\\&.1 wu-**X: z V>o u .. ,.....L.... ....
ZNC.:: <( WI-::>J:U: C:::lLH-\\.U wc:s:uc:oa...
~B-o~o Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-7
Wind Storms by One-Degree Squares, 1955-1967 LESS
i ! lHAN
\\ \\ \\
fJV '. E
\\
m=JS ~ 1-'* c ::J c::l OJ OJ '"t2
ti 0 (l) (/) >' ... 0 l:lj Ul rt t-i
ti 0 i-18
~Cil tn U1 t"1:J >'~
Ulcr' 1-'* 1"130 1'< lQ l:ljt:"' j--1 c t-in:J
~t-:3 ti ~
0'1~ (1) n
~-.l 0 ~~
t) :J:I'I:Ij I N Zt:~j MILES EXPLANATION (1) w t:"'~ NOTE: HAP ZONATION SHOWS TOTAL l.Q I ~ NUMBER OF WIND STORMS WITH 250 0 250 500 750 ti 00 tn 50 KNOT GUSTS OR GREATER .200+ (l) ~ FROM 1955 TO 1967. DATA FOR .. I (1) tn 2-DEGREE LATITUDE AND LONGITUDE SQUARES. ~ 100-200 l:lj (!) ~ :::0 0 so -100
'"t2 <!
REFERENCE:
PAIIT7 M s:- !Qt.Q. ~rvr11r
- nrA* STOFI.!'! ~ "'*- r"' I jO I . occuRREN-cEs'19ss:i967:--issi-:rrcH. MEK> ~ "~- ~u
.~ WBT~ FCST 12. QI'I'!CE OF ~(TEOIIOLCG!CAl I II-i 0 OPERATIONS, SILVER SPRING, KO, ~ 5- 25 I
0
~ ~ <: c (D tJ:II H !-!
OJ t:z3 lQ c ([) tn
~ tJ:II~
8 1-'* t'zlO H lQ t:z3t"1 OJ c 1-il'll 0 H ~ (') 7: (J) u1 :Jill~ N Zt:z3 t1 tJ:I't:zj ~ w t"1~ (J 1..0 I ~ m ~ () IH
1--' "" 0 1: :::0
REFERENCE:
~ I~ <D ro ~ <:
Ul 0 KL E I N , W. H. , 19 57 : P R I N C I PAL TRACKS
~ AND MEAN FREQUENCIES OF CYCLONES AND 1-i 0 ANTICYCLONES IN THE NORTHERN HEMISPHERE.
U.S. WEATHER BUREAU RES. PAPER, NO. 40. I ~--------*-----------------------------------
(!) z ...J n: . ...J a.. (/) ~
a: w 1-z
;t Rev. 0 UPDATED SAFETY ANALYSIS REPO~ WOLF CREEK
Figure 2.3-10 NOTE: OF INVERSIONS CONTOURS REPRESENT AND ISOTHERMAL CONDITIONS. PERCENT FREQUENCY Seassonal Inversions and
REFERENCE:
Isothermal Maps HOSLER, C.R., FREQUENCY IN THE 1961: CONTIGUOUS UNITED STATES. LOW LEVEL INVERSION MON. WEA. REV., 89, 379-339. (.!) z a:: ...J a.. ...J (/) <l: lL..
a:: 1-w z
Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS F~EPORT
NOT~~OPLEH LINES DESIGNATE DEPTHS Figure 2.3-11
IN HliNDOEDS OF METERS. Isopleths of Seasonal Mean RE~~~i~~~~~-<. G. C *. 1972* MIXING HEIGHTS Afternoon Mixing Depths
WIND c:PEE:OS ANO POTENTIAL FOR URBAN AIR PCILLUTION THROUGHOUT THE CONTIGUOUS UNITED STATES. U.S. ENVIRONMENTAL PRO* TECTION AGENCY NO. AP-101, p. 32-35. ANNUAL MORNING MIXING HEIGHTS
24
20 ,,
14 12 ANNUAL AFTERNOON MIXING HEIGHTS Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
NOTE: ISOPLETH LINES DESIGNATE DEPTHS IN Figure 2.3-12 HUNDREDS OF METERS.
REFERENCE:
Isopleths of Annual Mean Mixing HOLZWORTH, G.C., 1972: NIXING HEIGHTS, WIND SPEEDS, ~i*D Depths POTENT! Al FOR URBAN AIR POLL UTI ON THROUGHOUT THE Cc *:r1 GUO US UNITED STATES. U.S. ENVIRONMENTAL PROTECTION AGENCY, NO. AP-101, p. 26 AND 31. Cl
;:s: "0 1-'* 0 X ~
1-'* 1-3
- l t'il LQ 0 0 l"!j en
'"0 LQ t'iJO I'D 1-'* ~:il EXPLANATION NOTES: rt c t'ilt"1 ISOPLETH LINES DESIGNATE TOTAL NUMBER OF
- r H l-3t"lil EPISODE DAYS IN 5 YEARS WITH MIXING DEPTHS I'D t-<1 EPISODF.\\ /EPISODE-DAYS 1500 METERS OR LESS AND WIND SPEEDS ~ 6.0
...... (1 MPS, ISOPLETIIS FOR DATA AT SAN DIEGO AND
'"0 N Zt'il .. -. ~~ 62
- 294 SANTA MONICA, CALl FORNI A WERE LEFT INCOM
1-'* ~t'il /w PLETE FOR CLARITY. Ul w t"1i"ii SEASON / 0 ! 0.. I-' t-<1 en I'D w .,.. H W-MINTER
REFERENCE:
A-AUTUMN HOLZWORTri, u.1...., i972: MiXiNG HEiGHTS, WiND SPEEDS, ANU 0 1: SU*SUMMER POTENTIAL FOR URBAN AIR POLLUTION THROUGHOUT THE CONTI GUO US OJ I ::0 UNiTI:D STATES. U.S. ENViRONi1EHTAL PROTECTiON AGENCY. '< &ij Ul "0 I'D NO. AP-101, p 84. 0
~ 0 1-3 50
10~~ -- I 1\\Jh:l 0 0 1-'H 0 I-' (I) "'0 c; () 0 ri'"Ql tJ:ol f-'*(/l t-3 Oil" J::lj ~ 0 0
* .. -y i 1\\JOJ f/.1 01-<: hj tJ:oi:S ri'"Ul ..... l'z.lO (I) \\.0
~ 0 c; J::l:ll:"' rt"Hl H t-31'z.l ..... (I) I< n OJ ::r:: tJ:oll'tl I-' ..... N Z:t:l:l
\\.0 ::r' w tJ:olt:'il I t"'l:llll
;:1:" 1-' I<
;...:. .;:. f/.1 H 1-1 NOTE: ISOPLETH LINES DESIGNATE TOTAL NUMBER OF f/.1 FORECAST DAYS OF HIGH AIR POLLUTION POTENTIAL.
DATA iS BASED DN FORECASTS ISSUED FROM l'tl :;tJ
REFERENCE:
AUGUST I, 1960 AND OCTOBER I, 19G3 FOR EASTERN tzj (I) HOLZWORTH, G.C., 1972: MIXING HEIGHTS, WIND SPEEDS, AND AND ~ESTERN PARTS OF THE UNITED STATES,
"'0 <: POTENTIAL FOR URBAN AIR POLLUTION THROUGHOUT THE CONTIGUOUS RESPECTIVELY, THROUGH APRIL 3, 1970.
0 UNITED ST.A.TES. U.S. ENV!RONMENTfl.L PP.OTECT!ON AGENCY. l'tl p. 96, t-3 0 NO. AP-101 N NNW NNE
NW NE
WNW ENE
E
WSW ESE
sw SE
ssw s SSE
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-15
Wind Frequency Distribution in LEGEND: Percent - 3 Years Combined
0-1.5 1.5-5.0 >5 Meters Per Second r-----------------------------------------------------------------,----
N NNW NNE
NW NE
WNW ENE
E
WSW ESE
sw SE:
ssw s SSE
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-16
lEGEND: Wind Frequency Distribution in Percent - 6/1/73 - 5/31/74 M 0-1.5 1.5*5.0 >5 MetersPerSecond N NNW NNE
NW NE
WNW ENE
E
WSW ESE
sw SE
ssw s SSE
Rev. 0 UPDATED SAFETY ANALYSIS REP()R'l' WOLF CREEK
Figure 2.3-17
LEGEND' Wind Frequency Distribution in Percent - 6/1/74 - 5/31/75 0-1.5 1.!)*5.0 >5 Meters Per Socond N NNW NNE
NW NE
WNW ENE
E
WSW ESE
sw SE
ssw s SSE
Re*v. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-18
LEGEND: Wind Frequency Distribution in ... b. Percent - 3/5/79 -3/4/80 0-1.5 1.5-5.0 >5 Meters Per Second 0
Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-19
Fogging and Icing Analysis Grid NORTH ELEVATION
29 7 ESW VERTICAL LOOP CHASE
29
7
REV. 29 N t Turbine Building
nerator Building
- 1. Emergency Control Room Intake
- 2. Technical Support Center Intake
- 3. Reactor Building Equipment Hatch 4 . Unit Vent Stack
- 5. MSSV/ARV Vents 6 . RWSTVent
- 7. TDAFW Exhaust Vent
- 8. Normal Control Room HVAC Intake
- 9. Rad-Waste Building (Nearest Point to Receptor)
- 10. Reactor Building Wall (Nearest Point to Receptor)
Rad-Waste REV. 34 Building WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
FIGURE 2.3-20a DIAG RAM O F SOURC E AND RE C EPT O R LOCAT IONS I
--~
I
REF"ERENCE:
FlnY-FOOT TOPOGRAPMC CONTOURS FROH U,S, GEOLOGICAL SURVEY QUADRANGlES FOR NEll STRAWN (1971), DnUHIJA (1970), IIAV£RLY SE (1971), AliCEVIllE (1971), AND JOHN REDHOND DAti ( 1966) ; 7.5 HINtiTE SERIES.
MILES 0
CONTOUR INTERVAL 50 FEET DATUM IS MEAN SEA LEVEL i) *V. Rev. o
'-.-' ' 1 UPDATED SAFETY ANALYSIS REPORT WOLF CREEK
~-t--*--**+--*-----~--- ... -*~-~~-.4~c:~d --L-------/'~- __ ""'(t' * .-~L----"--
; ; ;/ct .. Figure 2.3-21
* '* ,--,J~"l ..r;-~ . Topographic Features within 5
..,. ""v '",...~ .. '-.. I
., Miles of the Plant Site I ~ /_.:*Jr~.
i 1150 ----- --
- l..-- ~ ""
(f) ~ ~- --..... ~ / ~ 1- .........,.. ,r--- -- ~ L/~ t~ L~ r--~ w 1100 w
"- v ~
z 0 f= 1050 *------
<l w
_J NORrH-1\\J 1 w RTH 1AST 1sECT<rR
1000 0 I 2 3 4 ------*
DISTANCE IN MILES (FROM STATION)
1200~~- I I --------- *--~-- -
NORTHU>.ST SECTOR
_J (f) 1150 - ---- - - ~ =...... ..,........, 1- \\ ~ 7 w ,..,-- "- r w
-....-./
~ 1100 - -~ v v---.... - --- --- -- z -~-../' -..'\\ J 0 v f= [1: <l ~ 1050 f---- *-- 1--- - w
1000'---0 I ---~--"--* 2 3 DISTANCE IN Ml LES (FROM STATION)
1200.--1 I I I ------,----- ---,---.---
EAST- NORTHEAST SECTOR V-"
- J I v r-~-
(f) 1150 *- I-- 1---
- E 1\\ I 1- /
w w "- I /~ ~ 1100 J *- - --- 1--- 1-- z r r----- ""- --r-- 0 , ____ f= 1'-' <l I . > \\ "J 1050 --- --- ---- w
1000 0 I ------- 2 3 4 DISTANCE IN MILES (FROM STATION)
115011- I --,--- --~-----
- J I-" __ .,.-
(f) EAST SECTOR /~ ~ L--- t;; 1100 ~ I--"" \\ 1----- 1--- *-- 1---- w "- ~ I\\-~ ~~ i'v z -,) z bf I\\ v ~ 1050 - \\ ---- 1---- <l w 1'--- _J w 1000- - .___ 0 I 2 3 4 5 DISTANCE IN MILES (FROM STATION)
R: ev .. 0 WOJC.F CREEK UPDATED SAFJgTY ANALYSIS REPORT Figure 2.3-22 (Sheet 1 0 f 4)
Topographic Cross-Sections *within 5 Mile Radius of the Site
NOTES: CROSS SECTIONS CORRESPOIW TO RADIALS SHOWN IN FIGUHE 2.3-21. VERT I CAL EXAGGERATION EQUALS '*D. 1150 I I I ---- --- ----- I I ---~
- EAST- SOUTHEAST SECTOR (f) ./
- r-.......
;: 1100 --- **--- --- !-----
w r-- 1-- -- w
"- ~ / ~
z t=~ b._, / 1\\ ~-, 01050 ~ ------ If t\\
;:: v v
- ! 1\\..---v--
w _J w 1000
- 0 I L.... -
2 3 4 5 DISTANCE IN MILES (FROM STATION)
1150 -- ----,-------
- SOUTHEAST SECTOR I I I I *--.----- ---I
(f) ~ I w f- 1100 ~~ 1------ t-- ---1------- ----* w ~ v 1-v f--v ~~ "- 1'-- f\\ [/'-" ~/ z z ~rl_ 1\\ hr '=' 1050 -- 1------ I - f- "'-.._ w > "" _J w rv 1000 I - 0 -I 2 3 4 5 DISTANICE IN MILES (FROM STATION)
1150 ------*---- I I I I I --.-----
- SOUTH-SOUTHEAST SECTOR I --I (f)
- I ' !
- 1100 ~ -- ---- I - -+
w w "- 1\\ "-- "\\ ~ ~""' 1\\J v r--v z \\ z - I \\_1'_ ~~ '=' 1050 ----i -- ------- f---- f- i v w _J w '"" ¥ 1000 I 0 I - -I.. 2 3 4 DISTANICE IN MILES (FROM STATION)
1150 -- ----* .----- ----- --1 I II
- SOUTH SECTOR (f)
- 1100 -- ----* 1-------- ---- ___ _)_ -i w
w '\\.._ "- t-- z z ~ '=' 1050 I +------- f- '\\ ~_j 1-- -- ----* --- ---- 1----- 1----- ---1---- ~---.__ "" 1'--1-- " __ w _J r-w \\ ~- 1000 0 I -'- 2 3 4 5 DISTANCE IN MILES (FROM STATION)
Rev. ( WOLF CREEK 1--* UPDATED SAFETY ANALYSIS REPOJ RT Figure 2.3-22 {Sheet 2 of 4)
'l'opographic Cross --Sect ions vdth in
["
.) Mile Radius of the Site NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHOWN IN FIGURE 2.3-2\\. VERT I CAL EXAGGEHATION EQUALS i10.
1-
=> U) I ;::: 1100 -- --1-- >-----
w w
~
z -~ 0 1050 --- ~ ""' ---
>= \\
4 w _j w I\\_
IOO~L----~--~----~--~-----L----L----J~--~2-- 3 *--
DISTANCE IN MILES (FROM STATION)
1150
_j SOUTHWEST SECTOR U)
;::: 1100 w
"w
~
z
'2 1050f---+-
w _j w
IQOOL----L---~----~--~----.L----L----J----~- 0 2 3 DISTANCE IN MILES (FROM STATION)
1150 ,--1 I I I I -- --~T----~-
=> WEST-SOUTHWEST SECTOR Ul
- < I
>- 1100 -- ---- ---- I--
w
"-w
~ - lr- ~
z ~\\
~ 1050 h -- -f--- ----
- -I--
w '-- .rv _j \\__ /,_... w "' 1000 I I f\\- IJ
--L-0 2 3 DISTANCE liN MILES (FROM STAT I ON)
1150,----,- -,--- --,--- *-
3 U)
;::: 1100 ----* f--
w w
~
z ~ r r---.. r- I-'\\ c::> I050ir--+- --
>- \\~ '\\\\
Lu _j w
2 3 DISTANCIC IN MILES (FROM STATION)
RE~V. 0
WOLF CREEK UPDATED SAF'ETY ANALYSIS REPORT Figure 2.3-22 (Sheet 3 of 4)
Topographic Cross-Sections within
NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHOWN 5 Mile Radius of the Site IN FIGURE 2.3-21. VERTICAL EXAGGCRATION EQUALS 40.
~----------*-----------------------------*-----------------------------------* 1150 I I I I I c--1 --
---~- r-* --
- WEST- NORTHWEST SECTOR (f)
- 1:
- 1100 ~~-1-------- ---- --- ~-- I- IJ ~ w ~ 1\\r v ~ f---, ~ 1\\ v tv z r- ( 01050 --1------ f\\ <X w _J w 1-10000 I 2 3 4 *--L-*-'--* DISTANCE IN MILES (FROM STATION) 1200 I I I I ,--------- ----- --~--,---
NORTHWEST SECTOR r*
- 1150 1------- ----- +----/
(f) 1/ ~ 1- / w v w ~ 1100 / k::: -- 1---- +---- z \\,- r--t-- 0 ~ ~ r---
- ~- ~.,/"
<X i:'; 1050 f----- --*-- --1----- +------ _J w
10000 I 2 --3 4
DISTANCE IN MILES (FROM STATION) 1200 I I I I I T-=I- -----,---
NORTH- NORTHWEST SECTOR
- 1150 !-----'----
(f) tr* ~ I ~,-...... L/ 1- l--LC e_-\\\\.... L/ w / w
- u. 1100 / 1\\v r--l ----
~ .._____ / 1---- ----- z 0 -+-~ I
- ~~t v l
<X I ~1050 -- w !
10000 I I I 2 3 4 5 DISH1NCE IN MILES (FROM STATION) 1200 I I I ~--,------------ --~--,------ ,--
NORTH SECTOR ~-----,
1 l/-~ "-l/t--*\\ ~
- 1150 --- --------j-- --1------ -- -- f----- _I\\ \\~ 1-----b.,/
+--' --
(f) f.--tJ~,- ~ i 1-w w / ]'\\ I
~ 1100 / I / I -- ~-- 1------
z - r---- 0
<X ~ 1050 - +----- *-*--**- ------------~--- !-- +---- I---
w r---- I
10000 I I 2 3 4 ---'---'---L
DISTIINCE IN MILES (FROM STATION) Rev. ( WOLF CREEK UPDATED SAFETY ANALYSIS REPC ~RT
Figure 2.3-22 (Sheet: 4 of 4
Topographic Cross-Sections wit bin
NOTES: CROSS SECTIONS CORRESPOND TO RADIALS SHQ',/N 5 Mile Radius of the Site IN FIGURE 2.3-11. VERTICAL EXAGGeRATION EQUALS 40. I
**~*
I
10 10
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.3-23
.fEFEREHCE:
BASED OH U.S.G.S. TOPOGRAPHIC QUADRANGLES; Topographic Features within 50 HUTCHINSON, KIINSfiS - 1955 JOPLIN, HI SSOUR I; KANSAS - 1954 Miles of the Plant Site LAWRENCE, KANSAS; HISSOURI - 1956 WICHITA, KANSAS - 1955 1250lt----_____..,
1000 \\__/\\/ \\__;-
~ I
- I
~ 750~
z Q
~
UJ UJ 500
0 0 10 15 20 25 30 35 40 45 50
DISTANCE FROM S!TE (MILES)
12~0 l NORTH NORTHEAST (22.5°) I
I 000 J Cf)
1-UJ UJ ~ 750
Rev. 0 500 ~ WOLF CREEK UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet l of 8) I 0 ----.1 Topographic Cross-Sections within 0 10 i5 20 25 30 35 40 45 50 Ia 50 Mile Radius of the Site U!STANCE FROM ............ UVHL.t.~: I
I I 2 50 NORTHEAST (45°)
1000 / (/)
I w w
~ 750
500
0 0 10 15 20 25 30 35 40 45
DISTANCE FROM SITE (MILES)
1250-, rAr-r NORTHEAST (67.5°) !:.H.:> I I
1000
_J (/) I w w 750 z ~ I-- 500~ w _J w Rev .. 0
UPDATED WOLF CREEK SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet 2 of 8)
0 I 0 10 I 5 20 25 30 35 40 45 50 I" Topographic Cross-Sections within DISTANCE >'ROM I;3!T~ (M!LES) 50 Mile Radius of the Site 12 50 EAST (90°)
1000
750 z 2 f
<{
w
...J w
500
0 0 10 I 5 20 25 30 35 40 45 50
DISTANCE FROM SITE (MILES)
I 2 '50-. EAST SOUTHEAST (112 5°) I
1000
...J (/) w w 750 z ~ <{ Rev. 0 ~ w 500~ WOLF CREEK I UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet 3 of 8)
0 I Topographic Cross-Sections within 0 10 15 20 25 30 35 40 45 50 I 50 Mile Rad.ius of the Site
DISTANCE ~'ROM SITE (MILES) a 12 50 SOUTHEAST (135°)
1000 If) 2.
f-w ~ 750 z e f- <1: w ...1 w 500
0 0 10 15 20 25 30 35 40 45 50
DISTANCE FROM SITE (MILES)
SOUTH SOUTHEAST (157 5°)
'ml
1000 (/) I f-w t:: 750
Rev. 0 500 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.3-24 (Sheet 4 of 8)
0 50 0 10 15 20 25 40 45 Radius of the Site Cross-Sections within
DiSTANCE FROM SiTE \\MILES) J 1250 SOUTH (180°)
I 000
...J I \\ (/) ~ '-J \\ I f-w \\__ w ~ 750 z ~ f- <l: w ...J w 500
i 5 20 25 40 45 50
DISTANCE FROM SITE (MILES}
1250-, SOUTH SOUTH\\NEST {t"Jf'"\\') ~0, \\'-VC.. . ..J J
1000
- J
(/)
~
I f-w w lJ.. 750 z ~ f- ~ 500~ Rev. 0 w ~ WOLF CREEK UPDATED SAFETY ANALYSIS REPORT l j Figure 2.3-24 (Sheet 5 of 8)
0 0 10 15 20 2 5 30 35 40 45 50 !Topographic Cross-Sections within Ia 50 Mile Radius of the site DISTANCE FROM SITE (MILES) 1250 SOUTHWEST (225°)
1000 \\I
- J
(/)
~
I L-1 1-
~ 7!50
z 0 i= ct
"" ....1 "" !500
O-OL_ ______ ~L_------~10--------~15---------2~0---------2L5 _________ 3L0--------~3~5--------4~0~-------4~5~------~50
DISTANCE FROM SITE (MILES)
1750l WEST SOUTHWEST (247.5°)
1500
- J
(/) I 1- .!!::. 12 50
~--------------------------------------..;~ Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.3-24 (Sheet 6 of 8) I
0 10 15 I Topographic Cross-Sections within Ia 50 Mile Radius of the Site M
I ~ J 17501
1500
..J ~ I t Ll.l LlJ 12 50 z 0 I= LlJ ..J LlJ 1000
DISTANCE FROM SITE (MILES)
WEST NORTHWEST ( 292. 5°)
.......____ ____ ____,/
Rev. 0 I 1000~ WOLF CREEK UPDATED SAFETY ANALYSIS REPORT I Figure 2.3-24 (Sheet 7 of 8)
!Topographic Cross-Sections within DISTANCE FROM SITE (MILES) Ia 50 Mile Radius of the Site I '-------------------------------------
NORTHWEST (315°) 17501
1500
_J
~ I I
f w w
~
1250
1000
0 0 10 15 20 25 30 35 40 45 50
DISTANCE FROM SITE (MILES)
- 7 50 NORTH NORTHWEST (337.5°)
1
1500
_J (j)
f-w ~ 1250
/ '----' """-~ /\\ 1\\ r Rev. 0
1000 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.3-24 (Sheet 8 of u I 0\\
0 !Topographic Cross-Sections within 0 *v 15 20 25 30 35 40 45 50 Ia 50 Mile Radius of the Site
D!STANCE FRCM s:;.: ~M::...ES)
I
~
-~-
TOWER ACCESS ROAD -
COMMUNICATION GAUGE
FEET 50 0 50 ISO
. ___, I 100 I I wr*
UPDATED SArETY ANALYSIS REPORT WOLP CREEK
~\\Ci'£: FIGURE 2.1*6 JHOWS THE P.ELATICNSHIP Figure 2.3-25, REV. 13 OF THE METECROLOCICAL TOWER TO PLAIIT Meteorological Tower Plot Plan STRUCTURES AND FEATURES, FIGURE 2.3-26 HAS BEEN DELETED
REV. 34 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-26
VARIATION OF INTAKE KC WITH WIND DIRECTION
e .~ *
(ID
Rev. 0
Figure 2.4-1 General Arrangement
-,.*-H~w.~,unn,ll11ne"hl Jdllt \\-1*., '*~~':""'~,~-=-:r*-::-~~;;,-rr-r.D"'-:_pilf.fS;~~"1tt'rr.r: 1 ;r.~~)~~~"'m\\l~~ ~\\ l!lfd'J~j~ ar .-.1 ... . 1. :.~* . . *'- ~ .. _<l~~\\~\\u* ... ,, .. ~~ ~
0 UPDATED SAFETY ANALYSIS REPORT WOLF CREEit
Figure 2.4-2
Main Dam and Appurtenant Structures
* ~ ~*
THIS PAGE INTENTIONALLY LEFT BLANK
I .. I . I I --~- 'l . --='- I -
- I
- I i* I l,;. ; ~~ - ~
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T-- \\ * ~~ - . 'I ... _.: . : ; . . -f---- ....... o*-.....
re
***** ....... -----1-- Rev. 0
. ~- WOLF , -r-~~~--------------------------~
CREEK UPDATED SAFETY ANALYSIS REPORT
FIGURE 2.4-4 GRADING AND DRAINAGE SECTIONS (SHEET 1 OF 3)
rHooJ.~:f., . . . ..
l .
***** \\ *r*' Rev. 0
I. WOLF CREEK i UPDATED SAFETY ANALYSIS REPORT I I I I FIGURE 2.4-4
! I I GRADING AND DRAINAGE SECTIONS I
(SHEET 2 OF 3)
Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-4 (Sheet 3 of 3)
Grading and Drainage Sections
; 0 E-4 i ~ 0 til
* :> ~ til c. co
Q) ~ c:: 0:: co Cll ::G Cll c:: Ll1 -~
~11-4 I
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---------------------------------* I
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I Ji
UPDATED SAFETY ANALYSIS REPORT WOLF CREEK
fJtl!M.IIr IA~tN lfl<JU \\I!GS QVJI('II'J,NGII;S* F~gure 2.4-6 IIUIILIHGIOff.lil.oUf!U< &1'10 Nr'tll ~IP.&*N. lilol"!"~ l'lUIO 19ll Wolf Creek Watershed
Rev. 0 2000
1500
- 1000
500
SEA LEVEL
-5oo
-1000
-1500
-2000
-2500
-3000
Area f.rom which fresh
- ::t!::~kish water Is~~
Test holes -11
SYSTEMS
[:;:-:;:::-:-:;:::=:~ [ .. . ' .. * .. * .... ] Cretaceous Permian Map indicates location F#-*n [-:-::.: .:.::_.* .. ::.::.:.-:-:*] of cross section A-A~ Pennsylvanian Mississippian test holes, and oreos ( shown by crosshatch I j fk-- -d ing ) from which fresh Mississippian Cambrian to brackish water Is or Devonian and Ordovician obtained.
E~:::::::;:;~~~ Precambrian WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-7
Generalized Geologic Cross-
- Section, Neosho River Basin in Kansas REPRODUCED FROM KANSAS WATER Rev. 0 RESOURCES BOARD, 1961, P. 58.
R 13 R 14 Rl5 R 16 R 17
T 19 400
A HU~ICIPALITI£5 AND RIIIAL WATER DISTRICTS ENLARGEMENT OF COFFEY COUNTY, KANSAS UTILIZING THE H[OSIIO RIVER DCIIH*STREAII OF THE SITE. REFER TO TABLE 2.'+-S FOil USAGE IHFORHATIOH, 5 0
10e ~~~y 0 ~o~:w~A~R ~~~~; 0 ~Y~~R~~~~~ATES Rev. 0 REFER TO TABLE 2,4-'t. FOR WILli, SOURCE AND MILE~~--------~~~~~~----------~ USAGE *INFORHATION, WOLF CREEK OPDATED SAFETY ANALYSIS REPORT Figure 2.4-8 Water Users in Coffey County and
REFERENCE:
Municipal Users Downstream of KANSAS BQI\\RD OF AGRICULTURE, 1979: OPEN FILE MATERIAL: Site DIVISION OF WATER RESOIJICES, TOPEKA, kANSAS (KARCH) FLICI\\[NGER, G., 1979, ASSOCIATE ENGiti:ER, WATER RESOURCES BOARD, TOPEKA, kANSAS WRITTEN COHHUNICATION (KARCH 9)
UGIND A A :a".u.':"::aUN*IIICID
NJCIDI ... liD .. CDUJCa IMM. ......
- ,_.r _, ICNI IIOIIOMO NSI._,..
----MY lftl flOOD
----MY IMI flOOD
--- IMY 1111 fLOOD
llflUMCEo llPAOOUCED FADM U.S. ARMY CORPS OF ENGIMUAS, 1965- PLATE A*l6.
4000 0 "4000
FEET Rev. 0 UPDATED SAFETY ANALYSIS WOLF CREEK REPORT
Figure 2.4-9
Flood Areas and Profiles, Neosho River Mile 332 to Mile 341*
!=='_". * *. :.
r--1 .... ~-~:_*:*.. -*-***- ------ ... --* *_,.,
. :_r~~\\~~ ~~~~~~~,~~~ -%~'-~:c~,~-
~---
***:::.....:=~ - *- ------ .... - . ---* - ... --
= - ... -* :'"=~~; :*_:.:c** =- .*.~-- E=:_ . ***. ** _. oao C.F£..:.:.:.:.:
- c=.-***I --. -~
-- **'=-'=- . *- . I -
~I -- ~
1--,-~-
110 ue ue Ill - RIVER MILES
M$t*Atl*tut*otliiiClD
*IUU lfU
----IU-'1 II'U.HOOD
---IUUI ... fLOOD
---- IMtltt'flOOD
4000 0 4000 H e....cJ I fEET Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-10
Flood Areas and Profiles, Neosho AE:Hfi[NCE 1 River Mile 326 to Mile 332 AE:PII:OOUC£0 FfiOH U, S. lfiHY CORP5 Of IN"NHRS, 1965, PlATI A*IS
- 400
., ~--~--~--~~-**~--t---t---+---+---+---1---1---4---4---~--~--~---+---+-*-
u
... 0 300 I
0 z
<(
"' ::> rtv 0
- z:
- 200
\\
IOOt---f--+-fl-!/--t-f---f--f-"---ft---+--+--+-+---+--+--1--t----+-----+--J J I"'-~ o~~I~!JJJtttr11jj=E~~jj 10 II 12 13 14 15 16 17 'B 19 Rev. 0
JULY 1951 UPDATED SAFETY WOLF CREEK ANALYSIS REPORT
Figure 2.4-11
July 1951 Flood Hydrograph, John Redmond Dam
A[f[R[NCE I A( PRODUCED FROH U.S. ARHY COUS OF ENGINHRS, 19S8, PlAt£ 18. 300,000
- 200,000
100,000 j I
80,000 :8 ,
- l 60,000 I
-C/) ,
() 40,000
-w C) 30,000 a:
<t
- J:
() C/) !J 0 20,000 ~*
- 10,000
5,000 1.25 2 5 10 20 50 100.
RECURRENCE INTERVAL (YEARS)
NOTE: THE EFFECTS CURVE INCLUDES OF.COUNCIL GROVE, MARION, THE REGULATING CEDAR POINT AND JOHN REDMOND RESERVOIRS.
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-12
Discharge Frequency Curve for **
REFERENCE:
John Redmond Dam REPRODUCED FROM U.S. ARMY CORPS OF ENGINEERS, 1965, PLATE A-47.
10.0 9.70
9.0
8.0
7.0
(/) w
- I: 6.0 0
~
~
- I: 5.0 Q.
w 0
..J 4.0
..J z
AK rw. "j "' -~ UNIT UNIT AREA DURA-r- __ R_E_P_R_E_S_E __ N_T,E_D __ ~
GRAPH TION REMARKS NO. (HOURS) IDENTIFICATION SO.MI. 3000 *-- *---*-*----+--- 0 I SUB-AREA G) 8.0 UPPER DRAINAGE AREA
I ~U~- AR~-~--. ~) -- ;-;-.-~- ~~~E~-~-~AINAGc AREA l0= I 0 I ~~~~~-AR~~0 19.2 ~~TALDRAINA~~ ~~EA
2500 I ------- -------* ---*----+--
Ul
~
u 2000 -- *-**-*-*---** *---*-*--t------+--- ~- --**-* *-*--t-----*
~
w Cl 3 Q:
<{
J: 1500 '**--i\\l~ ------. r~*r \\r~-~~----t---------4--+----+-----!---r-----+---l-- ----4---+---- u Ul 0 t ~--- \\ PEAK FLOW * <075 CFS 1000 --- ,- f----- - -_.,--1\\-" ~-::-- ~----1-*~-1----!----- 1---+------ ~ -+---+----1
50< 21-/ /~-<:. *--" ~~::~~==~-~---------------~*-1-----
0 0 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 TIME IN HOURS FROM BEGINNING OF RAINFALL. EXCESS Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-16
1-Hour Unit Hydrograph for Sub-Basin Drainage Areas
45
/'"'.. .L. FLOW 1.0877 d*
40
,' \\
35 1
(f) ,' IJ.. 0 \\
~ 30 I/ \\
<t (f)
~ \\
0
~ 25 I \\
z PROBABLE MAXIMU~ ~\\ FLOOD w 0:: (!) 20 I
<t
- I:
0 \\,
!Q I a 15 \\ \\
I 10
~K FLOW
- 8363 cfs L "' I, I 5 44 48 5 2 Rev.
100 YR. FLOOD-~ "~ r---_ ~,. / 0 WOLF CREE 1.( 0 0 IL ~-- UPDATED SAFETY ANA LYSIS REPORT 4 8 12 16 20 24 28 32 --.36 40 Figure 2. 4-17 TIME (Hours) 100-Year and PMF Hydrograph Under Natural Conditions 82,089 CFS 80 - ...... ----T----..---*-* ..... ---* ----* ...... *---*---- *-*----~-.-*- -- ----*-
70 *----*-i----1------- .. f--..----* .. .. v
60 .. ----t----t---*f----*---- .. -----*1----1----*1-- ------ ----* --- *-*---
50 ----t--\\'---1----1------
~:g~* lOTJ tiFLOW DRAI~AGE *AREA H DROGRAPH AND LAKE AREA RESULTING ROM \\.
D.A =27.4 SQ. MI.-I-.......__
"' 40 I ---
L r ----il----t-*---t----11---+-----t--------- -----1----\\\\--1----
~ . 1~ * ..... >.!~~m
a 20 1------1--+---1---+------t---1-------t-- *-~--/ ~-- rr~----
10 f-*-* .. ---- ---- L-J -__. -- "'UTFLC~ HYOROGR~H--1 ~--------
O o~f-::.:*-:.;::;:;::;::;::l4~f--;:::::;;;--;,:=~a;;;;;::;::::::;;;;:~l2~;;;;;;;;;;:;;;2~1&:-:::=:::=::~2!o;::./'-~ -: .. --24 __ _=-~ ..... 32 3& 40 4~----!:--=-e --..::-=~52::----::15&
TIME IN HOURS Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-18
PMF Hydrographs (Modified Conditions)
45 I I 1\\ PEAK FLOW = 40883 CFS 40
\\,
35 v DRAINAGE AREA = 19.2 SQ. MILES LAKE AREA = 8.2 SQ. MILES ~STANDARD PROJECT FLOOD (/) LL \\ u 30
\\
(/) 0 z <( \\ (/) 25
- l
- r: 0 1-- PEAK FLOW=
z 20 20762 CFS \\ w I \\
<!> I \\
0:
<( \\
- r: 5 ! \\ "' '" \\
u (/) I \\-,.-100 0 YEAR FLOOD
\\ I \\
10 ' [\\ { ' \\ \\
5 I "', ~ 1\\ I "-' \\ t'---1 44 48 5 2 Rev. 0
/ WOLF CREE K 1.// - --- ~--~ 1-*-*-UPDATED SAFETY MIA LYSIS REPORT 0 0 4 8 12 . 16 20 -24 28 32 36 40 Figure 2.4-19 TIME IN HOURS 100-Year and Standard Flood Hydrographs (Modified Conditions) 0 4 s 10 1100 ELEVATION A~ c:,.o.,.~C:I-rV
IN IN IN 1080 -- ! FI:ST AC.R.IS S ..-eRE- Fei!<T 1020.0 31 118 lOBO --------1030,0 245 1205 1------ 1------f---------------1040,0 507 47!:1>7 ..
1070 _ I 0~~~0 8~_!._ --~ 1720 _ f-------f-------IOCDO.O 14<>2"a 25181 ---*---- 1- lowcl / 1--...:.._---f---------- *--1 070.0 2<:;43 440;0'2.0 --- - ll .. ;;* ----1080.0. 3981 7~300 -----f-------=------- ---- - 11 loea.o &247 IIG370 z IOS.O i 1-:..IO_e>_o_.o __ f------SS_I~-- _j~?_~~ _ z 1040 I I 100.0 71SS I00G3~ 0 I ~ i
- > I
~ 1020 I
1010 i . I looo 0 2 4 5 7 8 a 10 II 1'2. 1a 14 IS *~ 17 18 10 :zo VOLUME IN TEN THOUSANDS OF ACRE- FEI:I Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-20 Cooling Lake Area Curves Capacity j.,.T ..... 'it*I'JI I
***e' t .* *.e* nr~~
..... .,...._. ~-----* .... __ !
---T(""') :
LAKE LEVEL II' RECORDER I
SCALE IN FEET I
SCALE IN FEET
=---1
Rev. 0
t-'DTI!' WOLF CREEK
!ScCT10N elti'<(.-:rlq.l5 ~ .._.. ~ et,.Nir.fW;It.l5. UPDATED SAFETY ANALYSIS REPORT
~ ""'FiftTToCIO~N u.s..r..~t-tst.&1.8\\i.t..T!OtJS.
FIGURE 2*.4-21 (Sheet 1 of 3)
SCALE IN FEET SERVICE SPILLWAY PLANS
-,. .......... .-rA- .. 15 ......... ............
- TA.A* .. ........... -. ...... ~ ......
~ .,..,. ..&/ T"f'lllll_ .. ..,. t'-. ~** -~ <1M 4II!!L --~* L~****
- a;v, ~ _u,. .... . . ..... 1 .....
-.1-- """' I"" -~ i
-~-** .. fiiCMf'-
I ih',. I I I I I ll!ll ~~-I I ' i .... I I! I I I I I ' I I 'l I ~~- I .t-* ~s**,... I I I . Y.- I I r-o~o .... ,_,. .-..J.
- - *p ~~- i - - ' - -
I I I I l I I I I! --:-! I I I H-, I ~ ell I I I I I I I I ~ I
- I t-*
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' I
.._._,_./ . ~_, .. ~
---- ~- ~ l~~ ~ ~~
PLAN
20 0 **
SCALE IN FE ET
\\.
Rev. 0
l'*o' WOLF CREEK
'eEC"'riON '7,...,"'"'*1"'*' UPDATED SAFETY ANALYSIS REPORT 0 10 FIGURE 2. 4-21 (Sheet 2 of 3)
SCALE IN FEET 0 10
SCALE IN FEET SERVICE SPILLWAY PLANS 10 SCALE IN FEET
TfWW. ... *~*- *~-~~~------~ .. ~*~~*------r~*~*~~-
'I< 6PILL'4oW I ~**m~
Sl:CTION
25 25 10 SCALE IN FEET
SCAL~ IN FEET
.,L~ ** * !5. ..
Rev. 0
.CoC:u:f' ** ..
*~* -:.*- ~;... .* WOLF CREEK
., .. UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-21 (Sheet 3 of 3)
5ECT\\ON 10 SERVICE SPILLWAY PLANS
SCALE IN FEET SCALE IN FEET
1098
1096 ~/-
- DISCHARGE FROM
~ SERVICE SPILLWAY -------------
1- --- -L TOTAL OUTFLOW
...
- DISCHARGE
... 1094 ----- --
IL f1 -
~-
~ ___ , -----
z ---- 2 .... --- 1- 1092 --
~ / .,--'
... I -
... / ...1 _,-'
AU~ILIA Y SPILLWAY CREST EL.I090.5
1090 I - --
1088 v SERVICE SPILLWAY CRESt EL.I088.D
0 2500 5000 7500 10000 12500 15000 17500 20000 22500 25000 27500 30000 DISCHARGE IN CFS Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-22
Spillway Rating Curve
1095 .----------y-----,------ -- --- ----- ----- ----- ----f ~ *u'""" ~' """ ,.. ---_____,r-------
1094 -------~---4--------
- \\ -:----t-------1
...J 1093 Vl w
0 ID
<t ----------------------------1------ ------+---- \\
1- 1092 -------- ----- . ---- --- ---------'11--------- ------ r----- w w lL
~ (~ ~
1089 r----------- ----- --+------1------- ------1------+-----l------+----1-----+-----+---~
1088 L-_,==~----- ------~ --- --.. -.. ----------.------------- ---------------------'-----.-- ---------'~----- -----------------
0 20 40 60 80 100 120 140 160 180 200 220 Rev. 0 TIME IN HOURS WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-23
Lake Water Level Variation with Time from Flood Routing Analysis
... 0
. g z ol.J 0 ra tl
- u. 0 Ill II: en ..J Q) N *c a > ..... ..,. ol.J 0::: I ra ..,. .....
Q a.
- J ol.J ra r----'- .r:.
tl ol.J QJ c..
QJ
II\\
~"( t" ~ * ~ i
~~ ~ ~
;.<..;) .- "' ~
~ ~ si ~ .. ,I ww
... ~
0 c:: u
..:l 0
N
"' e* I "'
* .... c
N ...,
**I .:::. "'
..., u Q) r..
Q)
w "'
,_;. f ..J
'i'l'( §'~ ~ 0 ....
- ~I"' -j~ "':
~~~ """' !::.- ~- ""
~"tiN 0 z
._ ~ i 1010 ~ 0
~ --
- 1070 ~
L_ !--"'"" - 1010
.. /
a i 1050 / /
.. v
,; 1040 i5 /
~ _L
1030
~ 1/
1020
1010
!ODD a I *
- 4 *
- 7 *
- 10 II 12 ,. 14 CA,ACITY ( HUND.I!O TMOUIMOI 0# I.Citl "lT)
1400
IUD
1110 r--- r-
.. 1340 -- r--
; ...... / -- @
~ / ~----
0 1320
-- j..-@
I.SOO ... ~-- ~ r--- -
" "' ~ 1--
IUO I v / v ,..- --- I 1280 v I:Z40
1220 0 zo 40 00 10 100 IZQ 140 180 180 zoo zzo 240 Z60 zoo CAPACITY (THOUSANDS OF &C"E FEET)
Rev. 0
NOTE: WOLF CREEK
<D JOHN. REDI()ND RESERVOIR UPDATED SAFETY ANALYSIS REPORT CD COUNC ll GROVE RESERVOIR Figure 2.4-26 MAR ION RESERVOIR
@ PROPOSED CEDAR POINT RESERVD IR Reservoir Capacity Curves in Upper Neosho River Basin
REFERENCES:
U.S. ARHY CORPS OF ENGINEERS,
- 1958; 1959; 1961; 1973.
1010 ~-
1076 r-
* ./ /
1072
ION I / /-"
.. I ~ v
- 1014
... ,/
~ /
- 1060
.. /("
1056 v
~
1052
~ v
.. 1041 / I 0
~ /
1044 / I 1040 I / I 1036 I
1052o 40 eo 120 160 zoo 240 uo uo 360 400 440 410 azo sse eoo &40 sao
OISCHA,.CiE (THOUSANDS OF CFI)
- 1310 1--+--+--+---+'--....;_!--+---+--+--+---t--+--:::.-f--t----i I. I !
I I ---t- t:\\ 1560~-+--+--+---+--~-+-~~--~~-+-_,--~~~~--~-t-_, I l ---r---- f- ~
- J __ j_ ..... i---* --- - *1-- ,_..- _..
> IS!!O 1--+---:,....r-..<:-:..:-~* --+~--~-~ --t--+-::-o...,..-=-l--+---t--+---t--1 0
c , ...... - l :. -r-- _..
.. " ~---.
... 1~0~-+--+--+-~~~-~~~~* --4--+---~-~--+-_,--+---t-_,
.. I , .. ,. i I
...-1,. I ISSO 1--+..,..:.+-+---il--+--+---if----f---f--t--t--r-+----i
/I' 1520/
..J---:"':::::. I I ___L -. -r l .-*..:::.
ISIO ,.--, .... -r l '
1~00 0 so 40 >O 60 10 20 70 eo go
DISCHARGE (THOU SA NOS OF CFS)
Rev. 0
1 JOHN REDHlND RESERVOIR WOLF CREEK 2 COUNCIL GROVE RESERVOIR, WITH 500 1 UNCONTROLLED SPILLWAY UPDATED SAFETY ANALYSIS REPORT
3 COUNCIL GROVE RESERVOIR, 1*17' CONOU IT AND 500' UNCONTROLLED Figure 2.4-27 SPILLWAY
4 MAR ION 1\\ESERVO IR 5 PROPOSED CEDAR POINT RESERVOIR Spillway Rating Curves in Upper Neosho River Basin
REFERENCES:
U.S. ARMY CORPS OF ENGINEERS, 1962; 1967; 1968; 1973. 1010
- 1010
1010 10~
.. D-* I 0
~ 1040
~ i--
10~
~ -
~ ---
~ / --
.. 1020 I
1010
1000 r
9100 40 eo 120 ,.., 200 240 280 llO 510 400 440 410 520 560
DISCHAOGE (THOUSANDS OF CFS)
IYO IMD ' I -- - 1--<E
- 1320 .... I -- - ---
. ... !J I
.. I " 1300 g
c
.. ... 1280
.. ... __ j ___
~ 1280 ~-- -- --- --- --- ---@*
I ...... , -
~ ,
1240 J v I - IZZO I
1200 0 20 40 60 "" 100 .. llO 140 160 tOO 200 Z20 240 260 280
OfSCHAIIGL (THOUSANDS 0' CP'S J
ReV. 0
NOTE: 1 JOHN REDKlND RESERVOIR WOLF CREEK 2 COUNCIL GROVE RESER YO IR UPDATED SAFETY ANALYSIS REPORT 3 HAR ION RESERVOIR 4 PROPOSED CEDAR POINT RESER YO IR Figure 2.4-28
Tailwater Rating Curves in Upper Neosho River Basin ** REFERENCES, U,S. ARHY CORPS OF ENGINEERS, 1962: 1967: 1973.
240 r r\\<D I I I I I CD JOHN REOMOND RESERVOIR PEAK DISCHARGE - 238,000 CFS
/ \\ I I I I I I 200 COUNCIL GROVE RESERVOIR PEAK DISCHARGE - 130f000 IFS
/ \\ MARION RESERVOIR I I I I I PEAK DISCHARGE - 173,000 CFS
-;;; 160 PROPOSED CEDAR POINT RESERVOIR ... I / 1\\ I I I I I I
<J PEAK DISCHARGE - 104,000 CFS
... \\ \\
0 I
C/) ! \\ II\\ 0 z
.. j C/) 120 \\
- J :,,
0
- t:
!: r\\ \\ 1/ i li 1/ * !
80 it' y I I \\ \\
- n ' I I I\\ \\
I \\ ' /! V\\ I \\ '\\ 40 IJr ~l " 1'. f'.... r--_
~I . ;>' \\ ..... *' ~~~ ' j"--... Rev. 0 0 ...... 'I .......
0 I 2 3 4 5 6 1 8
OAYS FROM BEGINNING OF RAIN WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-29
Standard Project Flood Hydrographs
R[F(IU"C£5* U.S. ARMY CORPS. OF [NGINEERS, 1858; 1858; 1911i 1811. 6r----.----.----.----~--~-----.----.-,---.----.----.----~----.----r-.---.
~ SINGLE DAM 'FAILURE PEAK DISCHARGE (CFS)
5 CD..!..._--+-----+-----1-----l----1----+- I JOHN R EDI-DNO -f- 5. 669. 000
~ '~ 2 COUNCIL GROVE 2,202,000 3 MARION ---f-- 2,179,000 ---+--~
; 4: ', "" 4 CEDAR POINT 3,945,000 3 3r-~~--~~- "'~v---1----l---~--+--+---4--~--~--+--+--~
i \\ 0 ~
~ '\\ I ""-
2 ~-- \\ ~r--......_--
*r---t~*~~~~Mr--l---+---+---+-~~=--~--~--+-~+---4--~---4 ~* ' I ---
r ~.:.~ .... ~ r---.-- t---~--. ------ o~---J~--~---J;~~-~~~~--~-~-~-~~~*==~*~~1-0 20 40 60 BO 100 120 140 160 lBO 200 220 240 260 280 __ _l ____ ~--~c=:::t:::=+/-===:J====J
TIME (MINUTES)
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-30
Computed Dambreak Water Release Rates
0.4 r----...-----,-----,------.------
0.3
~ (.)
~
0.2
~
'a 'a 01+-"
~
0.1
o--------~------~------~--------~------3 0 0.2 0.4 0.6 0.8 1.0
~~~~
Rev. 0
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-31
Discharge Rate at the Damsite
REFERENCE:
REPRODUCED F'ROH STOKER, 1957, P. 339, FIG. 10.8-lt. I r ~
--~-
1
_ __J
BOURIO"
K A N s A FORT scone
WILSON
~ RES£RVOIR COMPLETE FCR FLOOD CCM'ROL
~ RES£R\\IOIR AUTHORIZED SCALI 01 IIILU 0
- Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-32
A(f(R(NCE: Control Stations along the Neosho REPROOUC[O FPOH U.S. ARMY CORPS OF ENGINEERS, 1965, PLAf£ I. and Cottonwood Rivers
6000 r--------,---------r--------.---------r--------r--------~-------,
~
5000 ~{.t*\\---. 2 f---t----t---t------1~----J STAIIDNID I'ROJECT FlOOD AIID ON< FAilUH£ AT JOHN REOI'DND
JOHN REDI'DND DAIISITE ... I ~\\ f . 1\\10 HilES D~NSTREIV< fliOH DAHS ITE u 4000 ~~~~~---------r--------+---------r--------t--------~--------1 3. TIIREE HIUS DOIINSlliEJV< fliOH DAHSITE 0 4 SIX HilES DOIIIISTREJV< fliOH DAHSITE
- 1 . '*t'~ '").\\~
c z / *.\\' NOTE : PlANT SITE GRAD£ FAR ABOVE HAX I HIRI .. I I \\ nooD STAGES ON NEOSHO R IV£R * "' I' \\'\\\\. ~ 30QO
- 1:
1- ... _._:=.!/ : \\~\\ '\\ .. I **.\\ ' a: .. 11 * *.' I \\ \\. ' ' ~ 2000 0
Rev. 0 WOLP CREEK 00 L--------~------~2~-------L3--------~4~------~5~------~6--------~7 UPDATED SAPETY ANALYSIS REPORT
TIME (HOURS) Figure 2.4-33
John Redmond Dam Failure Flood Translation 2500
lli!!.1!!!! 449.9 I COUNC ll GROVE OAH SITE 2000 4)0. 5 2 DUNLAP 41).0 3 AH[R ICUS 398. I 4 (Hf'OR lA 382.8 5 JUNCTION OF" N(OSIIO RIV(A AND COlTONWOOO RIVI.R
DAHBRUK lltl( COUNC ll GROVE DAH: 6,25 PH. FIRST OAY
~ 1500 u 15 r f0 0 z <l 0 X
0::
<l 1000 \\
X u Q
. (\\ ~
500 ~
\\__ / -~ ~
>( -- ...- --=-*~ c---,_...--- --- -----------
JL or.::::::::::' ~<. .. ................. .......... :: ************ ************* - --- ----********* - --r=-=--=-r=----~-
0 6 PM 8 10 12AM 2 4 6 8 10 12 PM 2 4 6 8 10 li AM Rev. 0
---FIRST DAY I SECOND DAY I
TIME (HOURS) WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-34
Council Grove Dam Failure Flood Translation
2500 r----,---- ------ ------- *--*--- --- *--****--- ----*-- --**---r-----.---- --*-----~
2000~--j~-~~-~~---~--~---r----t-----t-----~---t----t----j-----l
1500 u 0
D z 0
- r
!:. 1000
"' a:
- z:
u
"' a
~ --FIRST DAY----+-.-.---SECOND OAY ------------- Rev. 0
126. 7 MAR ION RESERVD IR r-----------~W~O~L~F~C~R~E~E~K------------,1 108.2 F"LOA[NCE TIME (HOURS) UPDATED SAFETY ANALYSIS REPORT
- 98. I CEDAR POINT 70.9 ELMDAL[ Figure 2.4-35 ss.o STRONG C ll'r' Marion Dam Failure Flood JUHCT lOti OF" ti[OSHO RIVER AND COT IO~IWDOO RIVER Translation
~1(111'1[
WIRION OAH: 0:11 AH, f1R')T DAY ~-----------------------------*-------------------------------------------------------------------------------,
5000 - ---- -----,---- --~------ -------- ----- ------- --*-- ,------------*- ---- ------,*-----.------,*- --- -- ---
4000 ---- ------- ------ -------- --- -- ------*- ----- ----- ---- -----+-----1----+-------t-----t
in
~ 30ooll---t----t-----~---+----~----+----+----4------l-----+----+----4----+----4 0
0 z g
~
a 2oooi-!- Ul lS
I000~-1~-t-----~------~---~----f-------,-----~-----,_ ___ ,_ ___ -r----r----t----r----i
...-(!)
.L ~ l,--
\\ \\.. *****- f- / - * ----=---:. ~---=:.;= =::!- -- ~: : -- -=-, .. -:....;.1-------~-*--- **~1--- ~
pL ~ ___ _:'~=--==~-=~~-~*=**=**=**=**=**~-~-~--~--:--~--~~--~~----~~----~~--~----~--~~==~-~~====::~~~::==~~~~-=*~-;:::~ 12 PM 2 4 6 8 10 12AM 2 4 6 8 10 12A*I I* 16 Rev. 0
-.--~---------------FIRST OAY----~~~~~---SECOND DAY----------------~::::::::*::::::~~=-~~~~-----------. 1
~ WOLF CREEK 102.3 I CEDAR POINT DAHSilE TIME (HOURS) UPDATED SAFETY ANALYSIS REPORT
- 98. I z CEDAR POINT 10-9 l £U1DALE Figure 2.4-36
~~-0 ~ STRONG CITY 0 5 JlltiCT ION Of NEOSHO Cedar Point Dam Failure Flood AND COTlONWOOO A IV OS Translation
DMBREAI< Tll1f
CEDAR POINT DNI: 12:00 PH, FIRST DAY
** i
4000.------,---------.-----,-----~------ r----------------
300 0 - ,.. -------t-----11----+------1-----t------1 I \\
~ I \\
u I \\ 0 I l 0 I l z
., I I 0 2000 r----+----~----+---~~~'~r----t-----r----+-----~--~----~
!:: :z: I I
"' I \\
a:
- z: u : \\\\
0 I 1\\~ 1000 : ~ \\
- \\~, \\_ -<Y v,.. I _,~--~\\- ~ t----' ~- t.::: --r---::::::::=1=:-:::=d--
~- ---f.---- I ..... _____ 1-- -, ------- --=
0 a~~,;-~--~9.-------~~o~------~~~------~~2~------~~3~------~~4~------!15----------~:~:-*::::::~17;=~~~~~a~~~-~~9
TIME (HOURS) FIRST DAY Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
FLOOD AT JUNCTION OF CEDAR CREEK AND COTTONWOOD RIVER CEDAR POINT DAH FAILURE fLOOD Figure 2.4-37
t\\AR ION OAH FA I LURE FLOO::J
DAHSAEAK TIHE Flood at Junction of Cedar Creek
MARION RESERVOIR 8:17 AH and Cottonwood River CEDAR POINT RESERWIA: 12:0iJ PH 4000 -. 3000
... HD u
0 Ill 0 I z 4 Ill 0 :r
!: 2000 4
X 0
"' ili \\
1000 1\\
********* If. ************
1--- ************* .. .. ***** ~--** ~* ::.::: ....... . .....
.......... l/ ....___ ............ " .... i ....--- -@-- ~
************** ********= ~'""~*.::.**** ************* ~ - -- ---I----
0 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24
TIME (HOURS) FIRST DAY 0 Rev. - WOLF CREEK
!!.ill!_!!.!!! UPDATED SAFETY ANALYSIS REPORT
,8. I I CEDlA POINT 70.9 2 ElHOAlE Figure 2.4-38 11.0 ) STRONG CITY
0 4 JUNCTION OF N£05t10 RIVER AND COTTON'r<<JOO R IVEA Combination Marion and Cedar of
OA~~BR£AK T IHE Point Dams Failures Flood
HAR ION OAH 8: 17 AH Translation CEDAR POINT DAH: 12:00 PH
600 ----- -*--- -----T------.--*-----r---------,---------..-----,--------.
50ol---1----I------1Vh~~--~-----t----+------lr----t-------1 FLOOD FROH COUNCIL GROVE OAH fAILURE
flOOD FROH HARION AND CEDAR POINT DAH rAILUAE fLOOD AT JUNCTION OF NEOSHO RIVER AND C0110NWOOO RIVER
0At48AEAK TIH[
MAR ION OAH: 8:17 ,_1'4. FIRST DAY I , CEDAR POINT OAH: 12:00 PH, FIRST JAY COUNCIL GROVE OAH: 6: 2S PH, f lAST DAY 400~----~------~----.f---+-------~--------+~--------;-----------t---------~r-----------t ~~ u 0 en a z ct en 0 X !::. Jool-----+---t---1---V -+--.. *********_***********~* *****-----+---t------3o~~--+-------t a: ct :z: u 0 ./ : .. // *****--., '*< ~"' 200~----~-----------r--~------+---------~----------~--------~~~----------+---------~~---------;
/ ~,.-...------.... lfj'l .... . ..... !>-!-'. *********************
/ ........ / '-...c--....
/ .... ******************
--- :::-.:::::*:: ..... -...:.:*~ _, / --- -- --- ------
IOOL_ ____ _JOL------------L------------IL2_P_M ________ _! ______ ~--~2l4----------_j~----------~12~P~M~------~----------~24 Rev. 0
FIRST DAY---~~-------------SECOND DAY------------------4~~~----------------- THIRD DAY ----------_.,-1 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT TIME (HOURS) Figure 2.4-39
Flood at Junction of Neosho and Cottonwood Rivers DJIIt FAILURES AT JOliN REDHOND, COUNCIL C.P.QVE, HARION AND CEDAR POINf DJIIt
STANDARD PROJECT FLOODS WERE INCLUDED AT COUNCIL &ROVE, HARION AND CEDAR POIIIT. I JOliN REDHOIID DAH
2 1110 HILES DOWIISTREAH FROM DAHSITE
3 THREE HILES DOWN STREAH fROM DANS I TE
~o~h\\-7)D~I --~----~------+------r------r------r----~------~ It SIX HILES DOWNSTREAH FROH DAHSITE
NOTE: STAGES ON NEOSIIO RIVER, PLANT SITE &RADE FAR ABOVE KI\\XIHltl FLOOD
~ r SY ~ 4000~~~--~~~~~~~--~~------~--------~--------~--------~---------t---------; ! ! / ... \\~,, ~ ~ 1 I ~-~~~
0 *~~1_.4/ 2000 ... ____ ~1-- \\\\~~~~~~~~'-'~,~~------+------+------+-----~------~
'I I "' **.' "
I "'\\ *****~,,
/1 ~~~~ Rev. 0 il / ~~~ .. ~~ WOLF CREEK
- , I ~.-... -.. """'. :===-= ... --.-::-..................... ':':'.:; =.:-: UPDATED SAFETY ANALYSIS REPORT
~I oo!----------l---------~------~~--------4~--------~5--------~s--------~7~------~e Figure 2.4-40
TIME, HOURS Multiple Dam Failures Flood Translation
8000r---------~--------r-------~---------r----~--.---------r--------.--------.
STANDAAD PROJECT FIDOO AND D/111 FAILURE AT JOliN REDHOND DAM, COUNCIL GROVE, IIARION, AND CEDM POINT DIIHS. 1 JOHN REDHONC DIIHSITE
2 1\\10 HILES DOIIIISTRE/111 FROH DAIISITE 3 THREE HILES DOIINSTRE/111 rROH DIII1SITE ~0~~~--~-------+---------l--------+--------+--------~------t-------~ r\\/f) 4 SIX HILES DOIINSTREJ\\11 FRDH DIII1SITE
NOTE: rLANT SITE GRAD[ FAA 1\\BOVE HAXIHltl HOOD STAGES ON HEOSIIO RIVER.
.. Rev. 0 WOLF CREEK ofi-------L-------L-------L-----~~----~~----~~----~------~ UPDATED SAFETY ANALYSIS REPORT 0 2 3 4 5 6 7 8 Figure 2.4-41 TIME,HOURS Multiple Dam Failures with Standard Project Flood Translation 1020 !-----:::-CONFLUENCE OF WOLF CREEK .. ,_,.,,,,- ,-,_*,,*.; ~ .*. *;*>' ~:@*-t----1----t----1--f--t--r-AND NEOSHO RIVER VALLEYS
~
0 2 3 4 5 6 7 8
DISTANCE FROM JOHN REDMOND DAMSITE (MILES) Rev. 0
RESULTED FROM DAH FAILURE OF JOHN REDMOND DAH RESERVOIR WOLF CREEK COINCIDENT WITH THE SPF. UPDATED SAFETY ANALYSIS REPORT
2 RESULTED FROM DAH FAILURES OF JOHN REDMOND, COUNCIL GROVE, MARION AND CEDAR POINT RESERVOIRS COINCIDENT WITH THE SPF. Figure 2.4-42 3 WOLF CREEK DAH SPILLWAY CREST
- 1088 FEET 4 NEOSHO RIVER DAH Maximum Flood Stages of Neosho River near the Wolf Creek Dam 5 ALSO SEE FIGURE ELEVATIONS AND LOCATIONS FOR WOLF CREEK COOLING 2.4-1. LAKE DAMS; I
-I * *
'""'" £U!\\Ut.l1Dt.JS ~ ~! ~t,,..,.,.
f!t..eVA"flOt.K,, 'IU&TfPKf ")no AU T~ OeTAIIJ O .*. lt. to. t-44l el.EV'ATiotJI:.
Rev. 0
WOLF CREEK SAFETY ANALYSIS REPORT Figure 2.4-43
Auxiliary Spillways I '"' c: -0 N 0 . lol ..... Ul ~ c: 0 = Ill til ,...; c:: til "' to:..J CJ "' >< <:> >-
lol~ .<: ! to:IZ til c:c - ~ u >< ..,. *-c. r..Eo ..,. til
..Jiol I or.. ..,. >-3:.0: ..,; ...
til Ill c (!) ... - lol ... *- Eo ::l " oC C' ::l Q ... oC
~
Cl r..
I I
fL ..... sec*noy, -A
; -- t
-~WilN_,...
....... -~ ...
**-=-* . seq1oy.-o l= ........ :::r=--::... . - L- lr
. ~~,.....:
DETAIL-E ......... Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-44 (Sheet 2 of 2)
Auxiliary Spillway Plans 8 T I
j I I 0 CD I I I f!i
~
I ~ 0 u.. () I (/) 0 I z
I ~ ~ I i 5
~
~
\\I 0 z
-t
i\\
\\
\\ 0
(\\J
\\ I
Q
\\~ '
~ I 0 0 0 0 rt) (\\J 0 Q Q §
*1-s*w '3A08~ .l.'33.:J N I NOll VA31'3 Rev. 0
UPDATED SAFETY ANALYSIS REPORT WOLF CREEK
Figure 2.4-45
Tailwater Rating Curve, Wolf Creek Darn
.. ' 1"-.... ' '
**~ *
- 1'.
!/) . ' II.. *, I YEAR u 5 YEARS
&* 2 YEARS
~ e' ~ YEARS 3: *' li YEARS 3 YEARS 0 ....I II.. 3: """ ' 2 YEARS 0 ....I
~I YEAR
Rev. 0
1.0 1.1 1.2 1.31.4 1.5 2 ~ 4 5 6 7 8 9 IO 20 30 40 50 100 WOLF CREEK RECURRENCE INTERVAL, IN YEARS UPDATED SAFETY ANALYSIS REPORT Figure 2.4-46
Low Flow Frequency Duration Curves for Neosho River at John Redmond Damsite 1090
t-w w IL ~ z 1080 0 t- <( w ..J w w ~ 1070 <( ..J Cl z ..J 0 0 0
1060
JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN JAN 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 Rev. 0
NOTE: ONE UNIT AT 100% AVERAGE ANNUAL LOAD FACTOR. WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-47
Simulated Cooling Lake Drawdown Analysis - 1951-1959
U JD"
~.1080' -- ---
IU-.1070'
£1..10(>0'
Lor-~ G ITUOit-JAt. *S~GT 10~
~AI..i: IIOP.I'Z.O~Tb.l.. 1"*100'-0" 111!-P.TIGA\\.. 11
- IO'*O*
EL.~' EJI.I~T.t:iAAD&\\_ ------ ~*
-- --------- -- s iL.IOIIO'
-------- Rev. o
1!1...1070' WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-48
Ultimate Heat Sink, Intake TI2.ANSVE:J45f. Se.Gj(OtJ Channel Sections
'i>C:.A.\\..E ; 1-lOiti'ZOIJTII.I.. I"
- IOO'*o*
V~P.T I U.L 1° *10'*0' Sf A* LOCP..llON lloN 1-JO(qH eAST I ~4.~'6 2,80,.~~ 2 5&4,,fol 2.~."2
~ !J&4.40!io z.~.*n' 4 614,44& 2,&I0,2U.
~ 584,41S 2.&10,680
~ 5&4,,00 'Z.&ID,&~
7 584,060 'Z.&ID,45o 8 5&,,<JSO 2,&IO,fo9& 9 se~,G.1o 2,&10,2~ 10 ~~'*"'"0 2,610,"0 II !iU,I~O 2,610,04~ 12 5&5,0~ 2,81D,320 13 582,'-&S 2,8o<J,8!i0 14 !S&'l, ~"& 2,610,120
.. 58~,55() 2,&10,530 S62,US 2,610,520
" S&2,(,5o 2,&11,017 I& 562,,20 2,6ll 1 01S
., 5&2,7"aO 2,611 510 2D 5&2,420 2,&11,$00
0 I
-----GRAPHIC 8CALB
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
Figure 2.4-49
Location of Sounding Stations in Ultimate Heat Sink
~= Rev. 0 1/00e TOPOGRAPHIC* CONTOURS (SO FOOT INTERVALS) IOOD- WATER TABLE ELEVATION CONTOURS (10 FOOT INTERVAL WOLF CREEK FROM DATA GATHERED DURING WELL INVENTORY. (SEE UPDATED SAFETY ANALYSIS REPORT TABLE 2.4-29). ARROWS SHOW DIRECTION OF GROUND..WATER FLOW. Figure 2.4-50
REFERENCE:
Water Table Contour Map within 5 FIFTY-FOOT TOPOGRAPHIC CONTOURS FROM U.S. GEOLOGICAL Miles of the Site SURVEY QUADRANGLES FOR NEW STRAWN ( 1971); 0Tltll1WA (1970), WAVERLY SE (1971), ALICEVILLE (1971}, BURLINGTON (1971} AND JOHN REDMOND DAH (1966}; 7.5 MINUTE SERIES. I BOUNDARY I L~r:~;*;.~~~ A A' B-7 E22N- EI4S- ' E37N- E43S- EAST- B-10 B-4 1100
/0~
102~ 102~
100(} Plw, Plww,IPiwa
9T~ ...
~
9~0 ~
Plwl ~ 92~ §
900
8T~
8~0
8Z~
800
FEET TT~
&00 0 000 1000 lv!; j ='
VUHU.l liAC.GEU.TIOIIt 201 Rev. 0 SIJAllf>RAPHIC COlU ... , !!9.!ll: !.!!'e!!!l!.!!!!= raWRE :t.lo-Sio StOWS lOCAliON Or CkOSS*UCTIOM A*A' AVU.AG[ WATfA UVU llEVUIOIII IN fl[J ill!!!!. SffllollCIIAJ>tUC ...:HBUI ~~~ ~Lt!!!!.! WOLF CREEK 0 1-7 AVUAG£0 fOJt OCTOIU, 1913. 1*7 (AlL *vU.AC.£5 fOR JUNE, 1971t, lltlPl Pkc ClAY U((K liHlSlONE MUte(* IPiww WII.LIAMS.BUilG COAL lEO
- 2. riWAE :t.S-Id SHOWS OliAil£0 SITE SJI\\AIIGUPHIC NOt I"')NITOA£0 ArTU OCTOIU,, 191J.) UPDATED SAFETY ANALYSIS REPORT tOLUHM. Fkip JlUSON PUa; SHAl ( NHBU Plwa AtuUUIIA lllilSIONl KEHiflt J. TABL[ 2 .... )2 ti!.IS PIUOHlHfl WAT(It UVEl RUOIICG'i. *-***************** WATER TAIL( HEI..It'IADUI SIIAU HUIStA Plwl
*-----* PLAHSKJUIH POl[NJIOtiTliC SlltU.U Pobu IRilAHD SAHDSfOME Hlttl.ER Figure 2.4-51 lo. HIVATIONS RH[It TO USGS DUutt. Pop PLAITSP'OUTH lltii.SIDN[ HlHilA IPiwr ROBBINS SHAI ( HI HB£11; S fH( (fi0'>S*HUI0N ANO WAUR lhllS SfiOWN Rfi'RIS(tll -*-*-*-** TORONIO POTENTIOttllliC SUlrAC[
UMOIHUENll.ltfO HUBNUl Stull HASillll liHlSHJNE HUtiEII Generalized East-West Cross-
- OUR (VAlU .. IION or Till HHT PII.08UL( CONOIIIO!i'i 11"'>10 ---- IIIli AND POl(NliOMllfiiC S\\MrAC( IPou lUYfNWOSITII llf11'STONI lHD Plwh UPON INHAPRlUTION or PJI(!l.(HfiY AVAilAIU OAU AND SNYO(AVILU SttAU HfJ10fRS p., VIMlANO Stl< Hlt\\IUI Section through Plant Site IIVIEW or INfOIIIH.lliON 'USIItllO IN r!C.Uflt'5 2.lo-S7. --- TONGANOII( POTlNTIOHtfliC SUlfACl J.t.-S8 l.lo-S'1. 'l.S*IIoa. 'l.S*I .. b. J.S*U. lNO 2.S*lJ. Pol tOIIONlO lltV.SlUN( tV.,_.U Pow WlS"tiALIA l1Hl510NE f'll'ti[R Showing Potentiometric Water "HINIV(II '50Hf VJfiiAIION or IJiUI'OURfACI (OfltOITIONS lllWUN.IIOR(HOUS tt.J'il II( liPlCHD . PI* UNNA/'0 lA~lNCl Slloll ( Nt1flfR IPs I IONGAtllll( SAJCO\\ION( Hf.M8111 Levels
-~-
I
10 ,) ... IZ ~~!! J a.: Ia.: ,,
u ..
~-.* ..
A ""' 205 RANG[ 1 5[ -' PIIOHIIn LOCATION
I ""' 205 RANGE 16[ 0 VACANT 011 AIAIIDONED LOCATIIOU~"t---+----+-E -+---+---+---1 C N' 215 RANGE 15£ s;;a NC111MAL ~ I 0 NP 215 RANGE 16£ ~ FLOOD CONTitOL POOL !!!I 111 .. ....... ' ..
£ T'WP 11~ AA~G£ 16£ a.:la.:
0 I *a.n
~:
SITE BOUNDARY COOLING LAKE AT NORMAL OPERATING LEVEL (1087 FEET) Rev. 0 OWNED BY AREA OUTSIDE SITE APPLICANTS BOUNDARY WOLP CREEK UPDATED SAPETY ANALYSIS REPORT Figure 2.4-52
REFERENCE:
Well Inventory within 5 Miles GENERAL HIGHWAY MAP OF COFFEY COUNTY, Relative to Coolin~ Lake and
- KANSAS; PREPARED BY THE KANSAS STATE Property Boundary HIGHWAY DEPARTMENT.
FIGURES 2.1-3, 2.4-52, 2.5-2 (FSAR).
.. COFFEY
*-*~ . .. , , __ .. . .. C.ouNTY
.* l *...
. I .' I"*' r* .
'* '\\..; . ... :** ..* . : .*.
~~'"t~.* .*. 'I .. , ** . -r* - '* .. }"
'~~* ".
r '.- . . _ *. :.';\\
.. ~* .* ... :.~
~.
fl,taNW~ ~.- ......
.: I ~'\\: ....... _ .... ,
~"'Il.. -
- COUNT.Y I
I 1*.
, 0 MILES ,.
WOLF CREEK ' f UPDATED SAFETY ANALYSIS REPORT Figure 2.4-53
Municipal Ground-Water Supplies ~
REFERENCE:
within 20 Miles of the Site
USED ON U.S.G.S. TOPOGRAPHIC QUADIIAIIGLES1 HUTrHtNSON, IIANSAS
- 19SS JOPLIN, MISSOU-1; IIANSAS
- 1951t LAWRENCE, IIANSAS; MISSOURI
- 1956 Rev. 0 loiiCHITA, IIANSAS
- 1955 Ul
.... Ql 0 Ql Ill I ID >
Q) Ul o:;
... Ql N Ql
* -z~- e Ql 0
... N
- I .... Ql
.~ r.. "'
0 c 0 Ul
.... a-
... <a .... c u ...
wiD 0 0
I I
\\ .
~
-~-
1
WQ.tf:'l~
I. INh:l!.ftl OCf'M JOt l$11 .. , PO-*, ..,. ' SIIIU
'UlalettJI!\\ "-.u "~CN.rn ~<<>>.
- t. Untl!fiW.~~nNCt~s.t*tm vtun cttPtJ ns:m ., ff<<.o ~~*
~;::,.-::_~~~IO'~f~~U~1~S.
- 3. FIGURE 2.5-98 SHT. 2 SHOlfot.i THE LOCATION OF B-100-SERIES BORING DRILLED FOR THE REPLACEMENT ESVv'S PIPING.
0 ... ... Rev. 28
/ WOLP CREEK UPDATED SAPETY ANALYSIS REPORT
Figure 2.4-55 Location of Piezometers, ESW-, HS-, and P-Series Borings
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 1 of 18)
- THIS PORTION OF HYDROGRAPH NOT SHOWN. Variations of Water Levels in Piezometers SEE TABLES 2.4-32.AND 2.4-33.
Rev. 0 WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Shee~ 2 of 18)
Variations of Water Levels in Piezometers Rev. 0
UPDATED SAFETY ANALYSIS REPORT WOLF CREEit
Figure 2.4-56 (Sheet 3 of 18) Variations of Water Levels in Piezometers Rev. 0 I -1, ,_, OVIRIU"DIN-
/090 TOOONTO
1080 --- .. -- .
-** -- ----- r i
I
. ----------{-- ~---. . . I . ,
I L I **- ---*- *-- ~ I !
/060 ' '
I ~
*-*** ,_, I l 1060 -**r**
HEE&Nllll- 1 kAO~i~::tl\\""'1 --;- ***--~ -j I
107'0
/060
1050 ; ~ : : ... :~* -=------- --~-:-*-~ . t~ - l ! : ' l
-.-: 1_; . . ; '1 t ~ h- ~; ~ ~ :t-I . . . : -.! ! ! .. ' ;
/040 - 1. **-*-*-_______ .. _____________ -* --
.. ~---~- ;I !. ---~- _'; l_ :~--~ ~i -~ i ~ .u ~ .~.Jc__,_~l_x~:~ -- ~-\\:*]_~;i _ _Li_~Il=~.l~ ~C~-&-*;*-§*-~ ~ ~-T~ ~ l; Rev. 0
;:o r s . .. ;*J 74 7D *~ . . ll WOLF CREEK ..
DPDATED SAFETY ANALYSIS REPORT Figure 2.4-56 (Sheet 4 of 18)
Variations of Water Levels in Piezometers
.UPDATED SAFETY ANALYSIS REPORT WOLP CRBBit
Figure 2.4-56 (Sheet 5 of 18) Variations of Water Levels in Piezometers
Rev. 0 Ill$
**** P-1 I ' : : . i INYDIRVILL~-: ! : , : i ; * . .
roao~rO-~~c ~-' :_: : I :~:-~~t:J 'II TTT ... -~~-:--TTtrr*i . i"TI'"!-+i:TT 'l~-T-TTiT!!T -~--~--~~::~*~::*:~~]-~ __ ------ 1/0$ 1
~---. --, r-n. L' I ' i ; iT ~ ..,.. :-- .. -*------:---r 1- r l"T____ ----::*ft*l j '+'* :1 I 1, ..... ,'. -,: ... ,. i.T. 1-:-- ~1._ l. :*:. r,._ . i !, ' .. . ., .. ill ...
- . . I ; I ; : ..
- I .. L:, !!'; --~::** :,i.! _ __i_:***'* ---*:- ** ... 1 i'* '**1*'*. ,II ;* : I
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Figure 2.4-56 (Sheet 9 of 181 Variations of Water Levels in Piezometers Rev. 0 UPDATED SAFETY ANALYSIS WOLP CREEit REPORT
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REFERENCE:
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- 1'\\JATIONAL.:STANDARD A58.1;..
1972, 5AND6. . SECTION 7.1*J FIGURES Rev. 0
- * * . *--*;: .. -. WOLF CREEK
.... UPDATED SAFETY ... ANALYSIS REPORT Figure 2. 4*~6 2 Snowload Distributions and Coefficients -. .
\\
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MILES
Rev. 0 WOLF CREEK **--*
- UPDATED SAFETY ANALYSIS REPORT Figure 2.5-1
REFERENCE:
Site Location Map
BASE MAP COMPILED FROM UNITED STATES GEOLOGICAL SURVEY, ~ STATES, WASHINGTON, D.C.: 1961.
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Figure 2.5-3
Regional Physiographic Map
PROVINCE NEBRASKA. /
SALINA BASIN
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HUGOTON CHEROKEE BASIN ~--...1 Mit f *; Rev. 0 EMBAYMENT WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-4 Regional Tectonic Map
.1.
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... Rev. 0 T d T WOLF CREEK
.UPDATED SAFETY ANALYSIS REPORT
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WOLF CR K UPDATED SAFETY ANALYSIS REPORT
- Figure 2.5-7 (Sheet 1 of 3)
Structure ap of Precambrian Contour and Lithologic Surface in Kansas NEBRASKA
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WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-7 (Sheet 2 of 3) Structure Map of Precambrian Surface Contour and Lithologic in Kansas Rev. 0 NEBRASKA
I
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- Figure 2.5-7 (Sheet 3 of 3)
Structure Contour and Litho~ogic Map of Precambr1an Surface 1n Kansas Rev. 0 I
-~-
S1AI{ R!llttiOftRY
R(rf'HNC(:
At4(RilAN {;£Qr11YSI(J\\l UNION liND UNIIffl STA11S tfotn(;t(Al SURYfY, 19(,1,, BOUGIIf.R GRAVITY ANr)MJ\\l'f MAP or TU[ UNITID StAHS,
CONTOUR INHRVAl 10 MllliCAlS
50 I
IS REPORT Figure 2.5-8
Regional Bouguer Gravity Anomaly Map
Rev. 0
I Ji.\\ v i
j !llfDitAI[SIII[BOUNDARYBt.TIIEENIHEBOOGIJERiiiiAVIIYMP
~----- 1 I1110RIHE~SHRII KM$AS AIID BOUGIU GAAVIIY Mr Cf SOOIIIfoi.SifR!IONSAS.
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OPDATED IS REPORT Figure 2.5-Ba
IW'RlHRliiCES: Bouguer Gravity Map of Eastern YARG£1, H., IE., 1., IIDBEITSOII, 1 .. OOIItmS, I,, 1980, ICU'HI GRAVITY IW' (J' IIJIIIl!lASl(RII KAII5AS: I:AIISAS G£D1.CWiiCAl SUIIYI.Y, Kansas OPU FlU oV'IIIll. 1980, StAlE: 1:500,00). YAR6£R,II.,I.N!,( .. SOO!IY,R.,MRTII,A,Rfllll,li .. AIItl Sl£[1\\ES, D .. 19!11, BClnlll GRAVITY IW (f SWTI£ASTERII KANSAS: WSAS (i[Cl.IJGICAI.. SURV(Y, (1'[11 flU S(PTUIIIJ, 1981. SO.U: 1:500,:01.
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UPDATED IS REPORT Figure 2.5-9
Regional Aeromagnetic Anomaly Map
Rev. o
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J I
( [;.
Ill 0 2!1 !10 7! UI'LANATIOII
IIlLI: I 1::::: :I a.ASTIC ROCKS
u:wuNAWu 1::::: ..... I ~*:~~lcR':t':~K UNDERLAIN
{ I
- IMAriC IIOCII u.J:A.II (! L __ __,!IIAIDRIIT ROCKS Rev.
REFERENCES:
Figure 2.5-10
KING, E.R., AND ZIETZ, I, 1971, AEROMAGNETIC STUDY OF TliE MIDCONTINENT GRAVITY HIGH OF GEOLOGIC SOCIETY OF AMERICA BULLETIN, VOL. THE CENTRAL UNITED STATESc 82, PP. 2187- Extent of Midcontinent Gravity 2208. High
~ QUATERNARY
~ TERTIARY
~
(.) CRETACEOUS 0 N 0 JURASSIC NW U') I.IJ
- E TRIASSIC
PERMIAN
PENN SYLVAN IAN
MISSISSIPPIAN
(.) 0 DEVONIAN N 0 SILURIAN I.IJ
<t ..J a.. ORDOVICIAN
- CAMBRIAN i ~ ~ i SE SE sw SE s i SE
~ Cil
- E
<t
(.) I.IJ !PLAN 11 N a: ? a.. t t UPWUD IO~UIENT NOT!S: --1. LOCATIONS OF TilE VARIOUS S'TRUC'T\\JRES ARE SHOWN l DOWN\\IARD IOVEHENT ON Fl GURE 2.5-4. t-., 1 l~liNC Willi OI~ECTIONA~ ~"OTATION
- 2. TABLES 2.5-1 TIIROUGH 2.5-6 DETAIL TilE CHAR- "\\.1 UNCONFORHI 1 I ES ACTERISTICS OF TIIESE STRUC"TlJRES.
- FOR & SHORT PERIOD OF TIM£ DURI~C TH£ MISSISSIPPIAN*
3, FIGURES 2.5-15, 2.5-16 AND 2.5-17 SHOW TilE VARIOUS P[NNSYlVf,NIAN, TH£ POURBON AP.CH lOVED UNARO RElATIVE HINOR FOLDS AND FAULTS ASSOCIAT!O WITII TIIESE TO THE FOREST C1 TY ANO CHEROKEE BAS IN~ STRUC"TlJRES. (SECTION 2.5 1.1.5.1.11), Rev. 0
REFERENCES:
WOLF CREEK
HODIFIED FROH: UPDATED SAFETY -ANALYSIS REPORT
I. ARBENZ, J.K., 1956, TECTONIC HAP OF OKLAHOHA SHOWING SURFACE STRUCTURAL FEATURES: OKLAHOI1A Figure 2.5-11 GEOLOGICAL SURVEY, HAP.
- 2. Hc:CRAKEN, H,H*., 1971, STRUCTURAL FEATURES OF Structural Evolution of Regional HISSOURI: HISSOURI GEOL. SURVEY AND WATER Tectonic Features RESOURCES, R.I. NO. 49, PP, 8*67, PL. I,
- 3. HERRIAH, D.F., 1963, TilE GEOLOGIC HISTORY OF
- KANSAS: KANSAS GEOL. SURVEY, BULL. 162, PP.
179-253, FIG. 124,
z
IIIJ'IOI 10 "------ ...... . u 0
,:,, 1**-**-*-*-.. - ....
i I -::::::... .. -.,, 1------l
F'MCAMIIRIAN
Rev. o WOLF CREEK UPDATED SAFETY ANALYSIS REPORT
1, cou, '*'** 1t7t, ti'IIIM*nn or "" '"or ....:c-*t* I f'UIIIOCU"' ,..,l.l.lll lUll Oil lUI 110111 UUUil Figure 2.5-12 IIIClJ ltlNIW: IINISAS*CIOLOCit.tllldi.-:I,MIIto7,SCM..I IJQ10Wf.II(.I,OffMISI11UIMiotlllll .... l 1:500,000. lltiQUOO/IIIOIII(IIIUU'II .... Dt!OIIf "'"Ill.
- 1. __ ,1t7J,N"llfC:Oit'UIIIUfiDt, II f\\IO(fllt MffiUAU!M.tUJ, llllltlllnL JIIU.(.I tt*otiiiUCIMIII,.._IIOJ U"'llttt.ll,...,
J, =:!!ic!i"w.~~*.~t"i:..~~~.:..~~~UIIJAI: *IUUOit*lll(, IIIIIIUIIOfl.ti(Uf Generalized Site Stratigraphic IIPU- I(IOdf 10 lllf 10.1,01110 li"'UOII'IIlii<U~. '* :!:"cr:l~'ic~!~~-~:_~~*~,~:*~*:_,":?.s' I. IIICUIIISI\\Oflllfrr""AIIOIIIOCMIIPOUCIIIIII llU""IfO-fiOIIalt U'OIIIOIIIOOlUtiUt Column tHtlllL', ... \\DIIIUIIII(IIIUUIU.tUfiMtll. '* =~:~.!Jlo, ":c c::~,~,;!*;,~l.;::::,::,,..,,., 1. ..,.," t* Palltltllltu uraunt Utt~U.Tit II UIII,_.J: UlfU$ ClDUXIC"l ldiYfl, 11-'.L, I,J, W, '-1, =:.:-,_':. 'r,,:: 1111 loa>MtU)III 111111(11 tllf
- ::'rJ;:**~::il::~rr ... MwU,MIR-IO,U ... II:SOO,-. ~~~~ :.:t..:':='~" J. * **Atut trutt1ur"" ~tu .. 01 , .. """""'
-*--IIIICWIIIP*UIIIIltDtrtCUIIII,I*"*
- 7. ftlUI, 1,1, (U,,, 1961, M sn .. IICII-IC IUC:tiUIDt It IJUIUS: IUII'IU.S CIGUICIUl SIJI.YU, IUU, '"'* IIPP., I 1'1..
60 X** **" BOUGUER
- X X X X *
- GRAVITY (U.S.G.S. 1964)
.x .-x :. xe COMPUTED * *
- x x X
- 0 X X X
~
- X X X x*
- X **
x* *
- X * ** .x .x-60 * *
- Xx X
* *
- X** ** X*
- M GAL 100 KM
A
10 20
KM VELOCITY KM/SEC 0 27 (OENSITYJ l GM/CC MIL.ES 3.5 (2.42) 4.7(2.60) 5.3(2.72) 5.6(2.82) 6 4(2.94) 6 9(3.08)
Rev. 0
REFERENCE:
WOLF CREEK OCOL.A, L.C., AND MEYER, R.P., 1973, UPDATED SAFETY ANALYSIS REPORT CENTRAL NORTH ~ERICAN RIFT SYSiEM, Figure 2.5-13 STRUCTURE AT TH~ AXIAL ZONE F?.0/1 SEISMIC AND GRAVIMETRIC DATA: JCUR. OF GEOPHYSICAL RESEARCH, VOL. 78, ~0. Model of Iowa-Nebraska Segment of 23, PP. 5173-5194, FIG. 10. Midcontinent Gravity High
llQl!: LOCATION OF PROFILE IS SHOWN ON FIGURE 2.5-10, * ~------------------------~~-----------------------*-4
B s'
-------------------------+100
jJ: crw
- ------~==~~~~~~~---------------- ~~ --~--~~~~- ~ ~
-.........__ ::EIIl
~------~--~------------~~~::~::==~~::~~* 31: .____ "' "' -100
~ ~ ~ ~ 0 "' ,.,
c: a:: c: ~ ir I I _, I I ii' I
- ~ ~ VJ "' 0
... ~ ; ~ j:
-+1000 NEMAHA - ...
GRANITE ANrtCL/N£ --!5000
0 10 20 30 MAFICS MILES
Rev. 0
liQ.!ti: WOLF CREEK
- 1. DRAWING MODIFIED FROM LYONS, P.L., UPDATED SAFETY ANALYSIS REPORT N 1959, THE GREENLEAF IF I CANT GRAVITY FEATURE, ANOMALY, A SIG* !!! Figure 2.5-14 HAMBLETON, W.W., (ED.), SYMPOSIUM ON GEOPHYSICS IN KANSAS: KANSAS Model of Kansas Segment of GEOL. SUR., BULL. 137, PP. 105-120, FIG. 5. DIRECTION OF RELATIVE Midcontinent Gravity High
- MOVEMENT ALONG FAULT IS AS *INTER-PRETED BY LYONS.
- 2. LOCATION OF PROFILE IS SHOWN ON FIGURE 2.5-10.
~*
*~ ~
-~-
1
m.:.
~ LOtAIION Of IORIHCS IHIO tlRtULM C(Ol'IIYSltAL A-"lllS
.**I.AfiDSAf LfHlii(NJS tO~RliAJIHG 111m
.** JRINDS OR SIRuttURlS.ON THf PRlCNt-
- IRIAN SUftfAU MAP.
I.NIOSAT Lfll(N1lNJS tORRUAIIHG 111m
/ fUNDS ON rnr AlROtOACHlllt HAP,
MP ltfHRlNU~
YAICtlt. H. l.
- ll08£11SON, R.I., AND
\\llNUA .. D, ll. l.. IN rAfSS. A[ROHAtN(JI[
Mt OF lASrfltN ttAHSI\\S: r.ANSAS CfOLDGIC SURV!Y, HAP H*U, S<Aif I :SoO,OOO,
ll<tlUUY, J,R., DlllWIG, l.l, AND DAVISON, f. t,, 1918, IIIHOSAf LIHlAII(HIS Of !ASIUH kANSAS: f.AHSAS tlOIOOlt SURVlY, HAP H*ll, StAll 1:500,000.
F[(f 10 0 10 20 50
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2. 5-14a
Composite Hap - Aeromagnetic Intensity and LANDSAT Lineaments
. I '..:: ~:- UX' ,- I ' -*n 1 f r-~ 370 Rev. 0 98° 0
~<
we . ::: >
~ c OJ E cv
! .&> 10 -.. c::
- w ; ..,. ... OJ
= ci :>w ~H ... .&> c
~ ~f ~~ .... - Ia I E-
-w .. ~
., .. ;:: !:: ..; t.> "' OJ!-
" 5~- .... OJ ... c
..,:: e:: :2 ... "-Ill c
-z~ ~< d ::> I z H :E~* .... r~~ !~ i;: 0' c ~..:
;;' !~ c 1&. It
- ~ :l:'tl I ,.:: ... ., .... :::
2: _c:= .. ..,"' ~"' OJ .. Cf MCZ ~i E ..., -OJ
.... i!~ ~-
~z ~~: .: "'t.>
0 ..
- c. ...
E "'
~ £!1 . 0 ::>
t.llll
____ I
- ---*---*--* ,* --~~-~-~ ----*--. ---~-----** .
_...._ .... ; ...... -r'-'""'"""'~'"" . ""'~. ~
-~-
1
IIlli
,.. LOCATION Of lOftiNG$ INTO ClftCULAft
~ CEOPitYSICAl -LIU
- lMOSAT LIN£HENTS COAftELATING Willi
.** n.tNDS Ok SllUJCTUfltS' ON TH£ PfttCNII-390 ** I~IAN SURFAU ""'*
LAIIOSAT LI.,_,.NTS CORftELATIIII< Willi
/ TftUOS ON TN( IIUOOW:NU I C HAP.
I
.,_, fttFEfttMCt:
YARGER, H. l., MIEftTSOM, R,ft., AND WlNTLAND, ft. l., IN PRESS, AtftOHAGNETIC HAP Of EASTtftH KANSAS: KANSAS GEOLOGIC S~vtY, HAP H-12, SCALE 1:500,000,
llc:CAUlEY, J.ft., DtllWIG, l.f. AND DAVISON, E. C., 1978 LANDSAT LIHEAI!ENTS Of EASTtAN KANSAS: KANSAS GEOLOGIC SUftvtY, HAP H-11, SCALE 1:500,000.
FEET 10 0 10 20
r---------~NOL~ ~K~~~ UPDATED SAFETY ANALYSIS REPORT
) Figure 2- 5-14c.
' Composite Map - ~eromagnetic Intensity and L~NDS~T Lineaments
Rev. 0 ' ~
-~-
1
~ LOCATION Of BORINGS INTO CIRCULAR GEOPHYSICAL ANOMALIES
.* LANDSAT LINU\\ENTS CORRELATING Wlnt
.** TRENDS OR STRUCTURES" ON THE PRECAH-
- 8RIAN SURFACE KAP.
LANDSAT LINEAMENTS CORRELATING WITH
/ TRENDS ON THE AEROMAGNETIC HAP.
HAP REfERENCE:
COLE, V. B., 1976, CONFIGURATION ON THE TOP Of PRECAMBRIAN ROCKS IN KANSAS: KANSAS GEOLOGIC SURVEY, HAP H-1. SCALE 1:500,000,
llc:CAUL£Y, J.R., DELLWIG, L. F., AND DAVISON, E. C., 1978, LANDSAT LINEAMENTS Of EASTERN KANSAS: KANSAS GEOLOGICAL SURVEY, HAP H-11, SCALE: 1:500,000,
FEET 10 0 10 20 30
WOLP.CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-14d
Composite Map - Precambrian Surface and LANDSAT Lineaments
J
t ' ,,"""'"" ~
,1- lfJWA
#'r-I ~-*~'.t , ' ( - -------- ------ -,_
{ \\----------------- \\_ -~---
NEBRASKA t ' ~\\ 1
-*- ------- ----~ ',
lor ;-'
~., ~ "
14 \\__ FAUll, OA$11[0 Wll[Rf JtiT(RRfO, llfl(ll\\UH.S ON
*~ -, / APPAR[tHI Y OOWNTIUHIUN Slllf .
.... 21 FAULT, D*"SIIEOWH[R£. lflflfHTO, RfLI\\liVF.
.. !" " ** / orsrtACU1lUT uru:uot:r~ .
rr BRfCCIAHO AREA, AO!ROOLH1f, CRVrlO-II VOlCM<<l, OR CRYP1(1[XI'lOSIVt !>IPIICI!IIl[. 10," ** 1 t"' ., ,. ----STAT[ 001/NOARY
!!QH~_:
- 1. UASE ~AP COMPfl£0 fROM UIHHO Sf A![~ C.fOI OGICAI. SIIHVf.Y, YNI_ff.IJ
) .SITE '* ... .. Z. NUMOERiflG SYSTEM RHERS TO TABlES 2.5-A TIIROUGII 2.5-12 ~TAT[~, WASIITNGTOrl, o.r.: 1961. . \\
.,_
- 3. r*ui.TS ARE NUHBERfO Wllllfll EACH SlAT£. Til[ NlffiP.fRS ON Til[
FIGURE CORP.JSPOND 10 TilL fllJHUERS IU 11![ TARL[ Of fi\\Ul TS fOR f THE PARTICIILAR STATE.
- 4. DETAILS /\\NO REFERENCES fllR TAINfO IN TABlES 2.5-8 TffORUC.II 2.>-IZ. 111[ JrmtVI!llll\\l f/\\llllS An.[ CON-
~ ..
S. FAUlTS WITIIIN OKLAHOMA ME DETAILED 0" fiCUtU 2.5-17 *
! I '* ...
' II
~
( I , I> I ~~ .. .. I ;
.,\\ MILES 25 0
~,;;;1 __
UPDATED SAFETY ANALYSIS WOLF CREER REPORT
Figure 2.5-16 Regional Fault Map
Rev. 0 KANSAS I
--~v
t, .!04 OKl~HOMA \\ I
'r I " .I, MISSOURI
... , to"' '* .j I '\\ \\1
\\ .\\ I
{"" 0 ,, ?
\\' ~\\ " \\ I ) / EX PlJ\\HIITION:
FAULT, HADIURES ON llrPRENTLY
*~*J \\\\ \\ -~ \\ ', *" /'* OOIINfiiRO\\IN SIDE
., I I TI\\ULT, RELATIVE DISPLACEHEHT vr** 'Y UNI(HO\\IH
~* _"'_!~* ..... ~ .. *. INTERRED FAULT
*,i,,* \\ -~
NOTES:
' I. BASED HAP HODITIED TROH UNITED STATES GEOLOGICAL SURVEY, UNITED STATES, .
'.- VASIIINGTDH D.C.; 1961.
I. liiE NI1118ERS ON lilt FIGURE CORRESPOND TD
' liiE NUIIBERS IN TNILE 1.5-1). I
). DETAIL AND REFERENCES TOR 111E IN° lVIDUIIL l I ,, FAULTS ARE CONTAINED IN TABLE 1.!* 1).
\\ t'-'t\\---, *'
I \\ \\ ... , '\\ \\
\\~
ll_ __ ~
*- *- ----- \\
\\ I \\ *.
\\ t----*----
(, '~~~ .. *--*-*-*-*:J~*"
' ~--. ,y,, *, "' :'
\\ l"f'
*\\'\\
\\ \\ *' .,
\\ '-~. I i
i .*. , Oklahoma Pault Map
Rev. 0
/
I
.... di\\__, -~ \\
v I
EXPLANATION: CONTROL PO I NT MAPPED FAULT PROBABLE FAULT . STATE BOUNDARY COUNTY BOUNDARY
. NOTES:
- 1. MODIFIED FROM McCRACKEN AND ~1cCRACKEN, 1965
- 2. OF ROUBIDOUX FORMATION. MAP IS CONTOURED ON BASE
sc .. l (
~-~-..:.-~_;_.;;"_:3
CONTOUR INTERVAL IS ~0 FEET
WOLF CREEK UPDATED SAFETY ANALYSIS REPORT Figure 2.5-18
Location of Control Points for Chesapeake Fault Zone for Missouri Rev. 0 I r I OSAGE (-~~-\\')0
I I I I
I FRANKLIN I I I I LYON I COUNTY\\! 0
f LINES - .l.J f.---
1 --- ~----------- I I I 1 I I PLANT SIT£1
,- I COFFEY *,I ANDERSON Avon Field Q
WOODSON
GREENWOOD ~~~ * ' ~ OJ I 0 I
IIIIL.ES O* 10
EXPLANATION D OIL AND GAS LOCATIONS Figure 2.5-19
Locat1on .}}