ML21307A210
| ML21307A210 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 10/28/2021 |
| From: | Energy Harbor Nuclear Corp |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21307A174 | List:
|
| References | |
| L-21-018 | |
| Download: ML21307A210 (232) | |
Text
{{#Wiki_filter:~;;) ~*' J!iUi~
#Ji~,t!#jd$ i!l\>l Mi17W\'!liil&
~'t
$i~:il\K'17if~
- W:W$$~?1iiw;i, 't*?<t HW#t'li;i# '~t* @'%¥"'
r:: ;t Jil ti .
!~*1 I .
f;i 1l1
~;,
r~ I/ii ti Iii I
~\
l 11 I II'
.i m.
,,4
~
m II( a
,,m 21
""'(
"U
! 0
- a
~*
,*_.,,.,,.,.,-:-:W<**-'<*>>>>>>>>>>;.;:-,>:w->>>>>>>>>>>>>>>>..;.;.;w.;.. *->x:>>>>,.,,....,,,....,.._,.,..,,,.,.,.,,.,.>><<<<'/.:W,0....:-;.,..,,.,..,.,,.,.,,,_~.,,,.,.,,.,>;>:> .. --.-,..,,.~~
iH
.i4$'Y\4H<it: Hlf#R.: wi:~r WALi; fl'!;U!Lf *'WIUfi. $7!1~:8 ""'4t ~~!Qt.
4$~* >n.,$1$, ~Pftt:tr~ W.4' ~1 tlh'i.
*"4*t~*
Ml1$l$JW. i~#k_. t\~,flit:t< W#~i H:CXNiltt<
"44~ tf.4!TUtWW1h.l ~~~Ji' llhIT 'l<ii.,1$'1¢~
UT~MW ~Hift#!i'.M 'HL !%#;!>!.#; titll!Mlt!A, .Mi t~ht:P iti;mt1~t
- 8. ~I a ~I
- P*ll P-2.0 0
P.12~ ..4
<II P*17 0
P*I04 G)P..121 P*I02 0 0 P-3 N764 000 - - - - - - ----p-.g-ef'*lZO 0 P.122 0 0 'i?-14 P-123 P-119 0 P*IOl"li> P.118 0 P-105 P.1~8 LA KE fl-116 ERIE
,...~ 0 0 0 P*llO 5-6 P*IJI
..,\
P*l33:_$//. P.111 G P-11~ 5 9 ~--* *_,,,
*9 *~ . 0P* 114 . n __,,.._;;:;-~
P.130Q N.183,000 P-25
- 0 ;:>~~:
F*280 N.783 P-26 0 r* I
.0 P-126 5*2 I*
INTAKE TUNNEL/.. <II P*O 0 N782 0 LEGEND 8 GAS TESTING 0 TOP OF 6EDROCK PF03E LOCATIONS S BORING LOCATIONS F-7 @) 08SERllATION WELLS 0
~ PERMEAEIUTY TEST BORINGS
@ DEEP WELL (PUMP WELL )
() SPECIAL TESTING TEST BORINGS ( PRESSUREMETER ) (t e PIEZOMETER TEST BORINGS SEISMIC SURVEY TEST BORINGS Q RECHARGE TEST BORINGS
.& TEST CAISSIONS
- T X SERl':S* FAULT STUDY 0 MONITORING WELLS
- TEST PITS PIO rE S I Tl( ElOOllM OF HI( StJ~FAC( Of l!H HTU CUlllN& THE Pllltl(
~l.&OIN6i llS EL. r.74 II (USG S. OHUll) t h( (l(UflONt USlD ON THIS DlHflNG ~(FEUHC!D HI rH( U ~.IO S.
J HRlllG ux:nuPI 1-7& NOT SHOWN- Off DRAllNG E2l&l!iill) I llUClOllCIHADINotHES tHU GRIO l'UNT GHIO
" 110. s~s N49,46&
11,JU,llS E.!J,5111 t1180,J'4,.12$ IU9.Z5:i E J.369.IH,15& £.!l.511 200' a* 200' SOU.E IN FHT N780 COO
'I N.760 000
'.l e (Rev.
PERRY NUCLEAR POWER PLANT 12 1/03) N.779,000 Site Exploration Plot Plan
-:\ ; Figure 2.5-53
**,s
- l
LEGEND EBJ SHALE ~ LOWER TILL !:l@tm UPPER TILL I LACUSTRINE 40 0 40 80 SCALE IN FEET MH 5 P<PE OFFSET FROM MANHOLE 't_ EXTEND CONCRETE TO MEET EXISTING B~NK AT TOP OF SHALE ELEVATION
~~~~~N~'.fl
- 1uW.At$i~.; ,
- P.UMP
- ::::;
- 1uW.At$i~.; ,
- ~~::tmusE:' *:;
EL.~31.00
- '.'.:'.:::'.:'.:. j MH 13 PIPE Of !='SEi FROM MANHOLE 'i_
\TOWER CRANE FOOTING I ev OTHERS)
NOTE: (Rev. 12 1/03) EACH COOLING TOWER RESTS ON 498 PILES. THE PILES ARE SEATED IN SHALE. PERRY NUCLEAR POWER PLANT Plant Structures Foundation Grade Materials Figure 2.5-54
0 SCALE IN FEET 111v. EL. sce.o *V. EL.H8.0 MH I SERVICE f:L 572.0 WATER PUMP EL. 5!9.IO HOUSE l!L.SH.00
*EXTIEND CONCRETE TO MaT t*"E"'<ll :Ollci.£T£ TO E*ISTING 8Altl< AT TOI' Of' llll*Hl (.ll:fSTl"'G 8ANtC AT SIULt 1.tVATION.
T .:P ~ SH.IL( £L(VATIOll. UNIT "°2 UNIT *1 TURBINE I EL. Slll.T TURBINE ROOM I ROOM
~
(L. 535.7 0 EL.5S:i.7 1: i
~
EL. 57t.2 I HEATER I EL.51'Z.O HEATER
*BAY I BAY I EL. 531.00 - >--
EL. 57~.z EMERGENCY i SERVICE EL. 572.0 WATER MH 14 BUILDING PUMP HOUSE 10 TOWER CRAflE f'OOT"'G 1111' OTHERS! AMOUNT OVER EXCAVATED F:£~H o- 3 FT 3 - 10 FT. D 10-ISFT. e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Foundation Overexcavation Plan Figure 2.5-55
;>r<"liil1f'.>t**., Sounttary
- ¥!'"'"'*"* ~*:o>>Ln L&if'\-e.!:i,.2 PERRY NUCLEAR POWER PLANT
3/16/22c, a2° w a1° w 80° w
+ *2/09/59
+43° N 11/19/83 0
CJ6/29/57 {!]9/05/81 " 2/16/30 LEGEND MAGNITUDE RANGES FROM t.O TO 10.0 rfd2/23/82 [!) 12/23/82 lNTENSI TY RANGES FROM TO Xl l 9/03/83 0 9/05/81 Cl4/09/1869 TINE WINDOW BEGINS 1500 ENOS 2000
'1AGN I ruoE i NT ENS I TY
" 5/30/1823
[!) 7/11/85
/
/
/
\
I I
\ A B
\ 1/31/86 7/13/87 (12)
I
\ 2/01/86 7/14/87 (2)
I 9127/21 2/03/86 7/16/87 (SJ I I 2/06(86 8/13/87 I 2/07/86 12/19/87 UJ 10/29/34 + 420 N I
+ 3/24/86 12/25/87 I
I
+ + 2/12/87 8/01/89 (5) 12/07/90 12/28/88 8/02/89 (4)
I 0 el 12/17/90 9/01/90 8/03/89 2/02/76 8/04/89 CJ 8/20/80 CJ Cl 11/05/34 For further detaUs on aftershock 1/01/90 PNPP sequence. see Figure 2.5-67 7/13/90 and Table 2.5-18. 7/24/90 6127/88(3>. \ 2/28/1857 9/25/90 4/20188 112211~/25/88 (9 9/26/90 (4) nr 1:11/19/83
.--5t31t91<2>
11/18/90 5/02/91 z 5/26190 ~ 1116/8S---- 5/0 1/87 11109190 -1131191 This earthquake sequence of more 4/ 10/ 185~7 3/22/89 than 60 tremors Is probably Induced. 12/03/51 CT n:lA (Armbruster el al, 1987) (!I ~ ll[J 1/31/86 1/26/91 [!] /28/8l 3(09/43 I I I 0 10 20 30 Km (!) 6/18/87 I I 0 10 20 Mi I 8/26/36 I e l!I I 4/14/85 3/12/91
!!J 6/29/55 5/26/55 C!J 3(31/88 08/15/1885
,, () 8/17/1873
+
+
' , , .,...111011885 5 I 31 140 .,
(!) u~ _ 1/21/32 SO. Ml
+ + 41° N e (Rev.
PERRY NUCLEAR POWER PLANT 12 1/03) Seisrnicity Within 50 Mile Radius M >1.0 Io ~1.0 Figure 2.5-58
'""""""'- ~ M~<l'<fittL unuit1 fl;t:!t1"1:
£tt11tih lttific'J ftJ'Wn !\tHci!,:;icrl l\ :&LB
['?~, $'.?'{ l PERRY NUCLEAR POWER PL.ANT
EARTH AKES Wtl~Jf'li:'.A\f WiE'.<3lNS D:PC. i 19$, Sf'Fir iCtSI PERRY NUCLEAR POWER PLANT
81.25° 81.5° I I I Lake
- Erie_
+ 41.75° t
I r* FO~~-J I I I I II I I I
<(
r- _ _ _ _ _ _ _ _...,.._ _ __J RAD I i
' ~
~
LAKE I
' :I:
I I I "' I <( I I I
*------,-------J I'
I I I I
}*---
I +41.5°
+ '
I CUYAHOGA GEAUGA I (Rev. 12 1/03) A Station ~ PERRY NUCLEAR POWER PLANT 0 Injection Well
~ Epicenter of Mainshock Telemetered Network Station
~ January 31, 1986 Configuration 0 5 Miles Figure 2.5-61 0 5 Km
I I I I
, , I z 3:: I
~~ ,'
, ~ :
, ,, I I
I
, I I
, of::;
,, M M n
"'"' °'"' °'"'
c: a: I I
"'C 0 ,' I I -~*
u.. , , /~ 0 0
> c
..," I z z I
,, *~
,'f 1-!!'
~~:---~------------------------ Cf) I :i
'-.. z I;:
........ f)
"':J':,~---
*~- ...~1- ......::: ,o
.~
o......... ,. . . ct ......... *e
.... z .... f) :~
o.. ........ 0 ...... I I I I I
'"":;;---~
.".'*7e:;-,
ti)
.§ .."
..... N
~~~
- zo .
Vl c ~
..,c ~
N z <i 0 N co t Vl z
"'"'
z
<i
, , 0
~
0 Q z ~~
, .-\
Grond Rapids 1:-\DIA:":A lndionopolis O EXPLANATION
"(:( Epicenter Lexington Source: C. W. Stover, U.S.G.S. in (2)
(Rev. 12 1/03)
~ PERRY NUCLEAR POWER PLANT Isoseismal Map of the July 12, 1986 St. Marys' Earthquake Figure 2.5-63
ST MRRIS EVENT 7 /1 2/86 N 0 0 0
~-.
Focal Mechanism for the July 12, 1986, st. Marys, Ohio Earthquake. Compressional arrivals are shown as solid symbols and tensional as open symbols. The P and T axes are also shown. (Source: Christensen, et al., March 1987) (2) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Focal Mechanism for the July 12, 1986 Earthquake Figure 2.5-64
81.25° a1° 81.5° I Ill i L a k e E r e I 111 IV-V 111 ND 111-1 - ~ IV IV IV-V .v~ IV-V v IV v v 41.75°-
+ IV-V V v
NO ND ND IV-V IV-V W-V IV-V II IV-V v v v ,- vv 1v-v@- V-VI v IV v-v1 IV-V v 111 V IV-VV IV IV-V v v v-v~,v-v IV 111-IV V-VI v iv-v 1v-vV-~1 1v-vv IV ND Ill IV V IV IV Epicenter of Mainshock ND LAKE IV January 31, 1986 IV v-v*~!v v v v IV IV I I IV IV I v IV-V 0 5 MILES Ill-IV ND IV v ASHTABULA v v O 5 KM IV v IV-V I
~IV IV
~ VI I
+------------
111-IV ND:::. FELT, NO DAMAGE IV IV ND 111 I IV 111
~,. v V-VI IV I
~*v Source: (4) 11-mf- +
IV 41.5° - I I. I IV ' I I G Ill (Rev. 12 1/03) CUYAHOGA GEAUGA IV I I Ill-IV I I PERRY NUCLEAR POWER PLANT Isoseismal Map for Northeastern Ohio for Earthquake of January 31, 1986 Figure 2.5-65
a1.s* a 1.2s* 41.75°-
+ OWEL OYMC *
,-----~
Lake Erie I I . I OTOM A.CFO v OWC2 . I I r------- ~ I I __j LAKE I I we~ I I I
'------.-~----J II ASHTABULA
! VPAT I
! I I
I 41.5° --
+ I + ~---------
I I 1 CUYAHOGA I I GEAUGA I Epicenter of Mainshock January 31, 1986 0 5 MILES 0 5 KM e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Portable Network Configuration from March to October 1986 Figure 2.5-66
81.14W 81.17W
+ + + 41.67N
+
+ + + +
.21
.10
. 8
.18 rl (!)16
- 17 156
+
~* 13, 14.
(!]3
.4
+ +
*9 1!120 5{!) 112
"*l!J*
15 I
+ + + +
+ + 41.63N 0 1 Km Magnitude e
(!) 2 0 1 Mile (!] 3 (Rev. 12 1/03) Note: See Table 2.5-18 for [!] 4 identification of events. PERRY NUCLEAR POWER PLANT ~ 5 January 31, 1986 Aftershock Sequence Figure 2.5-67
PERRY EARTHQUAKE 01/31/86 N Focal Mechanism for the January 31, 1986 Perry Earthquake Near Cleveland, Ohio (from the Harvard group as found in the PDE monthly listing). The compressional (P) and tensional (T) axes are shown. ( Source: Christensen, et al., March 1987 ) (2) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Focal Mechanism for the Janurary 31, 1986 Earthquake Figure 2.5-68
+_{!
CENTER POINT COORDS 41.646 -81. i56 CENTER POINT ELEV -4.5 km VIEW POINT COORDS 41.623 -81 .070 VIEW POINT ELEV -4.5 km SURF. DISTANCE Ckm) 8. A.Z I MUTH 11 o. CENTER POINT COORDS 41 . 646 -8 l . l 56 CENTER POINT ELEV -4.5 km VIEW POINT COORDS 41 . 590 -81 . 200 VIEW POINT ELEV -4.S km SURF. DISTANCE Ckml 7. l\ZIMUTH 21 1 . ce (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Stereo View of the Aftershock Sequence Figure 2.5-69
90° 88° 86° 84° 82° 80° 78° EXPLANATION
-It Epicenter 1 Felt at intensity 7
- Not felt 100 km
\YISCONSIN 40° 38°
' Lynchburg Greensbo:o
--.--- --:--:--1-r-5--.--;* 1
- Nosh.ville 3 *
- TENNESSEE 3 *
- 3 3 0
/. MISSIS SIPPI I *
. CAROLINA
. ~I SOl1Tll _j t
ALABAMA 34* ~-----*~.--+---\~~_____,.-_,r-.-~ *-+--
* ~
..- Columbio-t-I I
GEORGIA I L_ ;_______ __J_ _L__ _ _ _ _ _..L__ _J _ __ _ _...___ _ _ _ _ _ ~ _J e (Source: Stover and von Hake, 1982)(276) (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map for the Sharpsburg, Kentucky Earthquake of July 27, 1980 Figure 2.5-70
900 95*0 750 ioo 500
~
.(J 1860*
1909.
- 1911
.1922 .1933 {; *-* - .1783
.1851 1890.
.1000 1626 1623, * ,1676
- 1757 16~ ----183 Cl 450 /A ~ \..._. \.
OJ 1019 1000' , 1~~0* ~ 1679 9 rt CD 1 '/321827 178 .......... 793 1794 M Ul i"%j :Al l6~ i ~~15 I-'* OJ CD 764 1666 161~ Ul 0 <: \.Q rt 1-h - *- 1798 c H CD Cfl 0 //62~1764 1--' CD H CD N
- i rt N () rt OJ 1--' 1--'
U1 ........ I ::I CD
-...] OJ ~ 0 1--' 0. CD w 1788 OJ ::i .1778 rt 1779 I-'* 1805
- i 797 40° 1810 DATES OF SETTLEMENTS 85° ao 0 10° 65°
81.25° 81.5° I I I I La k e
- Erie_
I
+ t
- -----1 41.75° Sta. 4 Sta. 1 Mentor Ory The Lake Leroy closed 6-15-90 6 I ~~~~p~on I
r-------- \ I
~~---___. I Girdled Road Reserv.
'l open 11-4-90 I I
t-Sta.* 3 \ :x: E. Claridon ' w
~~-----------_...closed 2-21-91 l <
S 6 I, I t-- Thornacres open 2-26-91
+ .
John Carroll University I GEAUGA CUYAHOGA
~ Epicenter of Mainshock e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Configuration of
~ January 31, 1986 John Carroll University Seismicity Network 0 5 Miles Figure 2.5-72 0 5 Km
o.._;_~~--.~~-.-~~~--..;._-----~--~---------~----~--~---_,...--~----,--~~-r-~..-~r---r--r...-,--i
. :::::::-:- ~
'*~- ~
~. '*-.c~'.,>-.:.............
'*..:::~ *........._ *,
2 ...... """............ ""*
~. '-..........~
'""- *.:~
* . "-. ..'~*...
3
~ *-..,:~
~o ~ '*' '- .'- . "'~~ *.
H 1-1) :::1 "ti 0 rt m 4 1-i (1)
~
;::tJ
',< * ~.
M U> PJ I-'* ~ ~ h1 I-'* {IJ rt~ rt z <D ---- - REFERENCE 277
',<,\..'\ '\.
""'~*,
LO <l - - - --- REFERENCE 183 .'\. ~ '
<D :r::=' c c 1-i rt 0 5 1-i :::1 rt I-' -------- REFERENCE 278 <D r- N IX) '\ '\ '
z (i)
- - - -- -- REFERENCE 279 (REGION 5, Io
.. \
N 0 ~ m \ 1-i c )> ---*-*-REFERENCE 279 (REGION 6. Io = IX) " I-' \ ', U1 rt PJ ;::tJ ',
!:J rt .........
I 0
....J I-'* "ti \ '\
w '\- '\ w ~ g 0 6
\
~ () ~
I-'* c m (} 1-i ;::tJ
<l PJ (1)
U> "ti
~ 1L-~~-1-~-L~~_J~~..L-.-L--L~~_J____L-"""'.~:---_l~~~~~-:-!:::--~::--~~.1--...J--1--:;:::;:
15 20 30 40 50 100 150 200 300 400 500 1000 z 10
-I DIST.A NCE (KILOMETERS)
0 0 lO 0 0
"¢ 0
0 (") 0 0 (\I 0 0
~
~
w u z<( t-(f) Ci 0 lO Cii a; 0 N-;:: "¢ Qoo
~'-"
0
~ (")
- J
~
0 (\I 0
> =
e Al.ISN31.NI 111V~H::l3!f..I 031.::llOO!f..I (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Comparison of Attenuation Models Used to Estimate Site Intensities for Historical Events Figure 2.5-74
GENERALIZED ISOSEISMALS DEC. 16, 1811 0 200 400 km Generalized isoseismal map of the earthquake of December 16, 1811 at 08"15m GMT. MM intensity values at individu.al points are given in Arabic numerals, The isoscisms, labeled with Roman numerals, indic:ite the outer bound of the region of specified intensity. REFERENCE 280 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - Mississippi Valley Earthquake of 1811 and 1812 Figure 2.5-75
95° 90<* 85° 80° 75° 70° 5cf 45° 45"
- 40° 40° 35° 35" 30°
\
\
30°
., , ! ' \;;
25° li*O ~0*1 MIL[S I*, ,* I I T _ ___J 71*1 Iii* ~1LN,IETEF.S 95° 90' 85° 80° 75° Lo:'<'i,cmal map of the Eastern Cnitc*d .'tatc;,; contour .. .! to show the br<J:ll! re~ional pattl.'n1,; of t),,. repor'.cd inten:'!t:l.'.i fur tb: I ~:-iii 1 *harl,?,;tun <<:irlhquab. I ",mt nu red inkno;ity lc-vl'!s arc shown in Hum:in numl'rals. e REFERENCE 281 (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - 1886 Charleston Earthquake Figure 2.5-76
Earthquake of May 31, 1897 REFERENCE 150 Q (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - Virginia Earthquake of May 31, 1897 Figure 2. 5-77
REFERENCE 282 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - St. Lawrence Earthquake, March 1, 1925 Figure 2.5-78
REFERENCE 283 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - United States (Eastern, Attica, New York) Earthquakes, 1929 Figure 2.5-79
The Attica, New York, Earthquake of August 12, 1929. A Modification of REFERENCE 283 (Figure 3): 125,000 square miles. REFERENCE 147 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - Attica, New York Earthquake of August 12, 1929 Figure 2.5-80
Area affected by Anna, Ohio, shock of September 20 REFERENCE 284 e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Isoseismal Map - Area Affected by Anna, Ohio Earthquake September 20, 1931 Figure 2.5-81
The Anna, Ohio, Earthquake of September, 1931. A Modification of REFERENCE 215 (Figure 3): 45,000 square miles. REFERENCE 147, Page 135 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseisrnal Map - Area Affected by Anna, Ohio Earthquake September 20, 1931 Figure 2.5-82
, '-*--*-*r-
,.I ..... ,
I I I f
; *' ;,.i
,...... i
..... l , ' _;,,. - 1. J - ; I
( ISOSEISMAL MAP of the MARCH 2, 1937 EAR1 HOUAKE Intensities on the Modified Mercalli Scale REFERENCE 1, P.12 (AFTER REFERENCE 160) (Rev. 12 1/03)
~ PERRY NUCLEAR POWER PLANT Isoseismal Map - Area Affected by Anna, Ohio Earthquake, March 2, 1937 Figure 2.5-83
J j I 1' _, 1 r. r i I f*-'t/" '"""'.- ..... / ' \ ,1 ISOSEISMAL MAP of the MARCH 9, 1937 EARTHQUAKE Intensities on the Modified Mercalli Scale REFERENCE 285 (AFTER REFERENCE 160) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - Area Affected by Anna, Ohio Earthquake, March 2, 1937 Figure 2.5-84
2
. . ... Miles
..:El.::E-C.,.,..
lI ..h...,.ono Id.i11i.-.*.,h i;::Ea'".:EC 0 100
.
- 0R1U*~* ...
7~ Area affected by the Lake Erie earthquake of March 8, 1943. REFERENCE 286 The Lake Erie Earthquake March 8, 1943. A Modification REFERENCE 217 (Figure 4): 85,000 square miles. REFERENCE 147, page 135. e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map - The Lake Erie Earthquake of March 8, 1943 Figure 2.5-85
CORNWALL MASSENA EARTHQUAKE SEPT/ 5,1944 45
.II ;o 100 i MILES REFERENCE 147, page 135.
-e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Isoseismal Map - Cornwall Massena Earthquake of September 5, 1944 Figure 2.5-86
O[jV 0 D D D [] IV bJ03D rn rnff
._, l '" '*"
15===8 ~ e t:l :=t t:1 t:1 t:l
= CJ = --*-* **---*
-- -- ..*1**-
-*- -*-* ---- (Rev. 12 1/03) t"l t::t t:l t:l
@==) ~ IV 1:::1 t::l t:l t:1 PERRY NUCLEAR POWER PLANT
= c::i CJ c:::l Intensities at the PNPP Site for the January 31, 1986, Earthquake Figure 2.5-87
2 10 1 10 !\)\ 0 w Cf) z I- Cl c 0 -(.) Ci. 10 E '"
!\)!\)
Q CXI 1:>'
"O
_J '#. w Ii) I 0 0 w Cf) a.... -1 10 '"
-2 10
-2 -1 0 1 10 10 10 10 PERIOD <SEC>
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Comparison of PNPP-1 OBE and SSE Horizontal Spectra with January 31, 1986, Horizontal Spectra at Reactor Foundation Figure 2.5-88
JANUARY 31, 1986 EARTHQUAKE ACCELEROGRAM ACCELERATION TIME HISTORY MOTION - H 1 HORIZONTAL (N-S)
.15 i------r-------...-----.....-------.
0.10 t---t---+-------1..------+------1 0.0
-0.10 t-----lf-----+------1------~-----*
-.15 10 15 20 TIME (SECONDS)
TIME (SECONDS) JANUARY 31, 1986 EARTHQUAKE ACCELEROGRAM ACCELERATION TIME HISTORY MOTION - H2 HORIZONTAL (E-W)
.15 .12 .09 .06
~ .03 I z 0 0.0
-.03 -.06 10 15 20 TIME (SECONDS) TIME (SECONDS) e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03)
Comparison of Design Time History Hl and January 31, 1986 (N-S) H2 and January 31, 1986 (E-W) Figure 2.5-89
2 10 u w Cf) z 10 ......., c;::.* '" c;::. I-u 0 ......l w-t>>
*a.
c: 0 wE
-"ifl.
"O 10 '"
c;::.c;::. c;::.* I- &O c:x::-
......l w
a::: I 0 Cl w -1 Cf) a.. 10 I;)
<::Jc;)
I;)"
-2 10
-2 -1 0 1 10 10 10 10 PER I OD CSEC) e Rl6SJS.LIO Rl6SI W.Ll 0 Mean. upper and lower (Rev. 12 1/03) bounds for V MM after O'Brien ( 1980)
PERRY NUCLEAR POWER PLANT Comparison of January 31, 1986, Low Frequency Horizontal Response Spectra with Response Spectra for MM Intensity V Figure 2.5-90
~IQ.
1000 I 900 I aJ() I / 700 600 II I
// /
ll I 500
/, v 400 I
I '/ 300 I 200 I I;
~.lg.
100 90 I I I C\I 80 I 0 70 I UJ CJ) 60
~~ I 50
/ I
~
0 40 / I z z 30
,f ~
/$'~
0 I-
<{
a:: 20 A:. UJ
...J UJ
'? I\
'b ~-.
;I& p " /
0 u
<t ~.Olg.
10
~~/
Y:'~~ / 9 8 7 I 6 // I 5 // I
// I 4
/;/
v I 3
,~
2
;, v I
I II 111 IV v VI VII VIII IX x XI e EQUIVALENT MODIFIED MERCALLI INTENSITY (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Intensity Acceleration Relationships Figure 2.5-91 I .
ACCELEROGRAM - H1 z 0 t- < -.osoo ~ w _J w -.oeoo u u < -.0900
-.uoo
-.uoo TIME CSECONOS)
G (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Acceleration Time History - Motion Hl Figure 2.5-92
ACCELEROGRAM - H!
.aUIJ
.aHtJ
* .Hl)iJ
(/) ....,., (.!)
* .Ja.JiJ z 11.
0 ~ < -.JJ.JiJ 0::: w _J w -.JeJiJ u u < -.JIJJ TIME CSECONDSJ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Acceleration Time History - Motion H2 Figure 2.5-93
ACCELEROGRAM - V ollJJ
.UJJ
.Je.>J
(/) . .JeJ.> (.!)
.JSJJ z 12.
0 t- < -.JSJJ 0:: w _J w -.J6J.:t u u
-.Je.J.:a
-.UJJ
-
- S5JJ TIME CSECONOSJ e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Acceleration Time History - Vertical Motion Figure 2.5-94
VELOCITY TIME HISTORY - H1 I I'""'\ u ,_,.* w (/) 'z ....... s.11 I
- I
~ J r I
... h' a l I
u J r * -I w
~
u.* I ~
. '"' tili-*
Ill to J Q _J w
-I.Ht
-5.711 .____ i - -
-1 *.us
-*.1*1 TIME CSECONOSJ e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Vertical Time History - Motion Hl Figure 2.5-95
DISPLACEMENT TIME HISTORY - H1
. ~
S.J;JS ~ I' I J t I \
- I -.
r
~ ...
I j
I I \ J r~ {\
\
- I { \ I I z U 2.S;J3 ~ \ I 1 I J~
\
\/
I S.HS I v .. lJ I
~
J t- _J z w II r"' 1.2 ..... l1o6 u.o u.t t!I ... ll .6 lt ** e1. J
- I:
W -a.tu u _J CL -e.sll' (/) 0
-5.754
_, .:Jll5
-t.257 TIME CSECONOSJ e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Displacement Time History - Motion Hl Figure 2.5-96
VELOCITY TIME HISTORY- H2 u w 5.blJ (/) z I
- II I
. I I ,
1.ns I J >- 0 ~ 1 ~ L t- I ...... kl 1of 4 ** It .1 I! ** l ...
~*
~
~
u
~ *l '
0 -1.71 _J w I > ~
*3.H 1 I
-s.n
-7 * .J9
-**** 1 TIME CSECONOSJ e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Vertical Time History - Motion H2 Figure 2.5-97
DISPLACEMENT TIME HISTORY - H1 1.en
..... J j ~
- t:
uz ll . . . .
'1
~
'-J I
~
z LLJ J: 0 J I .1 "* ~ -~ e .& *~a ft 11
.:J t~ *t' l ~ .. tl .6 ti ** e1. J LLJ ~
1
~ ~
-:l.*H u
< I ' l
_J Q_ -:l.Me
~ J CJ) ...... I v l
D 1 I 1 r j I
-1.tH *I ~
~
-2.415 M TIME CSECONOS) ce (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03)
Displacement Time History - Motion H2 Figure 2.5-98
VELOCITY TIME HISTORY - V 5.J. . t-11 u :s.asa w (/) 'z
~
' -J z.s.. I 1.212
.a
.-,..J
- ~~
>- 0
~ 2 l.o41. l!l~S ,. ll ll ll i-2 l ' rl1. . hi u I w I 0 -l.272 ~ I I ' _J w > .I
-Z.5'4
-:s.eu
-5.JH
-I.HJ TIME CSECONOS) e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Velocity Time History - Vertical Motion Figure 2.5-99
DISPLACEMENT TIME HISTORY - V z.s;,a s .1.l.4 I *
\
u J ~ z s .Jl9 \ ....I J.535 I
~
' \ ... ~ J
\ f1 t- IJ ~\ -
z I .z *" *** w n~ U.!l S? .2 11.1 ltli.* II
-~6 I~*' 1o I
l::
' 2 ~
w -J.535 ~ u 1
~ .. '1 \t
_J Q_ ) ~ 1 *
-1.JH l CJ) 0 ~--\ \ 1
\
l
~
-r.u*
~
j \
\
' J
-t.8T3 ~
TIME CSECONDSJ e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Displacement Time History - Vertical Motion Figure 2.5-100
0.5% 2°/o 1-u 0 _J w 2 2 x ~ l~~:h.L~~~l¥:J.4.J.r~-7'-~c-r~~~~~f-'/f~ir.:~;t:__~~~tSI
.I 2 NATURAL PERIOD {sec.)
G (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Safe Shutdown Earthquake Design Response Spectra - Horizontal Motion Figure 2.5-101
0.5% 5°/o 7°/o 10% t: u 0 _J tJ.J ~ ~ x ~ ,t:LL...!.L:....L~../4r/L~~~:--".~a,L.~~Ad~~~-:::t'~~~~~~::-r~
.I 2 NATURAL PERIOD (sec.)
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Safe Shutdown Earthquake Design Respose Spectra - Vertical Motion Figure 2.5-102
RESPONSE SPECTRUM - H1
, .~:uo*as r--. ,~
u "1% w CJ)
'--'"' '"'"""' s r.
'z \ ,.,,J t .oxsa*Ot t-u 0 _J w
-cu t .oxs,, IJCL.,~LL..lJL....d.....<:'..LAL.JLJ.....1...£..-...-L....J...L....---L~~u._..c......J--L...A..L.~___:._~~~L....-..J NATURAL PERIOD CSECONDSJ e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03)
Response Spectra - Horizontal Motion Hl (2% and 5% Damping) Figure 2.5-103
RESPONSE SPECTRUM H1
* .ouo*o.s r"\
u w (/) 'z '--I
- s. :.>uo*QI t-u 0
_J w NATURAL PERIOD CSECONDS) (Rev. 12 1/03)
~ PERRY NUCLEAR POWER PLANT Response Spectra - Horizontal Motion Hl (7% and 10% Damping)
Figure 2.5-104
RESPONSE SPECTRUM H1 r"\ u w (/) ~~~~"':l--~-+1~~~~~~~~~~fdt1Nt.~~~~~_.,.1% 'z ""~~~~% l/ij(fi~tp--;<:' 0.
~
\,..J 1.ouo* 01
~~~,........~~~~~-+~~~~~=::::::+-+-~~~~~~~
t-u 0
~
w NATURAL PERIOD CSECONOSJ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Response Spectra - Horizontal Motion H2 (2% and 5% Damping) Figure 2.5-105
RESPONSE SPECTRUM H! 4.0UO+OI u """' w CJ)
'-z 1 1,..J s .ouo+01 t-u a_J w
NATURAL PERIOD (SECONDS) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Response Spectra - Horizontal Motion H2 (7% and 10% Damping) Figure 2.5-106
RESPONSE SPECTRUM V I""'\ u UJ (/) 'z u 0 _J w NATURAL PERIOD CSECONOS) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Response Spectra - Vertical Motion (2% and 5% Damping) Figure 2.5-107
RESPONSE SPECTRUM V I'""'\ u w (/) 'z u 0 _J w CSECONDSJ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Response Spectra - Vertical Motion (7% and 10% Damping) Figure 2.5-108
2 10 UPPER
;w". . ,. ......." BOUtE
../ *~***
\ I
\.1*"'
I (...) I I UJ _, ...l (/') 1 /',../" ........ r
- z 10 -*-- ,*
I I,.,,,,' I
/'*-'
.\,', ..,
/l /
(\
\
\
~~
*MEAN
/
I \' '-,
..4."' ,....
t l I \
,./ \.,., 1\
u ! \.l \ LOWER I '"' "' BOl.JI) A 0 _J
,J UJ l
> 0 l 10 r' UJ I-
.....J UJ c:::::
I c Q
- > -1 UJ
(/") 10 0... Lt)
-2 10
-2 -1 0 1 10 10 10 10 e
p ER I "D { sEc ) (Rev. PERRY NUCLEAR POWER PLANT 12 1/03) Observed Response Spectra for Intensity VIII Effects vs. Design Response Specta Figure 2.5-109
<}& ~
~ ~~
-cf'c 4-~
~~ ~..j)
Cit (o~1' c,G ~ t?o. "':-°".
~9 ~> \>,9 ~
10-z ro-* 101 PERIOD (SEC.) AVERAGE MAGNITUDE OF 5.7 AVERAGE DISTANCE OF 13 KM ROCK FOUNDATIONS (BASIC SUBSET. MAGNITUDE RANGE EXTENDED TO INCLUDE THREE EVENTS WITH MAGNITUDE ML. 8.0, e.o AND 8.1, Sit DAMPING) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Site Specific Response Spectra for the Perry Site (5% Damping) Figure 2. 5-110
30 2 °/o 5°/o 7°/o a,~ 10°/o 9 0 QI Ill _c; o'~ u 0 _J I.LI /.
> /~ ~ ,:)
x
~ 1
<(
~
.I 2 4 NA TUR AL PER 100 (sec.)
e (Rev. 12 1/ 03} PERRY NUCLEAR POWER PLANT Operating Basis Earthquake Design Response Spectra - Horizontal Motion Figure 2.5-111
0.5% 2%
~~~~~~~~.2b(l5<'7.£-r~7'f""V'-~b(--"t>;zj:~~ifH~::r='.~~~;r---pc:::::JQ~~5o/o L:~~~~~~~~V:+-~~;11'.=~f---=V-~vf.if:*:~~~:t""""'V::j::;;;~
- 7%
10% t: u 0 _J l&J
- E
- E x
<{
- E
.I 2 4 NATURAL PERIOD (sec.>
e (Rev. 13 12/03) PERRY NUCLEAR POWER PLANT Operating Basis Earthquake Design Response Spectra - Vertical Motion Figure 2. 5-112
I I II LAKE ER IE ~~.!_~~------
)
NOTE: Erie Numbers next to sold lineaments referred to Medina Summit in Section 2.5.3...2. Dashed lineaments from Synthetic Ar>ertt.re Radar Imagery, Cleveland 20 sheet, 1984. Mahoning Lawrence I Ashland I I Richland Wayne I i Stark Columbiana Beaver e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT ERTS and SAR Lineaments 0 10 50 Miles Figure 2.5-113
I II II
~.!=~~~------
i l AKE ER IE Erie I I
)
Crawford I II II I Geauga I EXPLANATION
\
Trumbull I Mercer I
"-f-.. Anticline ol~ --;...__ Syncline Erie
'\
x'- rtage
~.z a :z I ..., u
~ Fault with displacement indicated Medina Summit
'\
Note: All structures dashed where inferred
~'/.
............ Mahoning Lawrence I Source: ( 52 and 212)
Ashland II Richland Wa I i Stark Columbiana Beaver (Rev. 12 1/03) Allegheny ~ PERRY NUCLEAR POWER PLANT Structure Map of Northeastern Ohio Figure 2. 5-114 10 50 Miles 0
~ i~ ?l !
*~ :=1;
I
*~ ! !
- ~~I N* Nt
~ *~ fglj !
~ ~1 !
d :;! i
. ; ; 1*
J*,:~1~~1. .i"f"~~~.! .
!Eg.;.+~.~-bol'~-g.......i1-+--+-+i-+-1 . ;5 1 0 l' 1r--
*l++~r~-:-+-.+"-+...-+-i-t+~ I
..J ii ~ : I I <t i; *1 5:2 z ~~*!#1-1.....;.+-+-+-11-t~~r.; l I I ; ~ *: j.1;1~1;1 !~ ! *~ I :*.\ .! II I I
- E ,. ~~ !
i I~ :;n I *..i
;'":1
..... *~n li! "" *"" ,... I I :!l 1:!1 I
--* i I I I I II I !8 .. I~!~
I -1 I! I ., II
~ :~ ~I
- = l=I !
, I I
I I I I ! I I
~11 .. ; I fl
~
~I ..*
' I a~
I
... :~ i I~
- ~ ~i i I l :~ j lj ~ V.n I:
i :~.... ii
~ _., .;:I SI
(/) u; A I I ! I
,,, ,(
.r r u.
i - ..... ';i. ._
~
<t
... ;ft
.. -E
'"i .
!i
-eI z ; y J. ; loo l/,,,r !
i I 5;; 0
~ ~ :
* ~ :I . I/
I
=~ Li i
I
..ii 5
!l I
I _J 0 ..i..
!l
=~
I ! iJ I* ~s i i I I
. ! I Ii I
z I I* II
;s
~-
;! : :~ l~
i
- c
§ ~! 8 I l [
I i (.,.) LaJ ! .! ! 'Z I ~ *j I* i
,...,, :~ 1;*.J I
- °Z I
2 .... i I
*~
i I~
' i .... l!
I i: *- !ir}M I I "ll i-4 1! 1.-l *...; *!: I i .:"'" ~ i i -~ ~i i... i ... i " II I llll .. - I~ I~ i ...-.. ... -~- I 1:9 di
~ ......,~ Ulil:lllN I
e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 (Sheet 1 of 6)
-1 I ! : -t!
I I I JI ---1I ~HI. :. .I . : +l++-! :. " I !
*- .., ~+
I I :
~ .~ *-t- ~
t:: *~~ -;jt .::- f- : * - -- aJ t-- ..;... I!
- a CJ) i~ i I
[/. i Ill I I IJ
- t1' u;
- ..._ . ~~,-+-/E+-+-+-t i l;I I I I
.i ,.._ ..... ~-+-l.R--hif-i-t--+-1 I ~
I >- :* IIi!
'I
=-~ T !
!I
.tlr .. .
~-i---
....J z "'a H1'T ID= I .. : I: .i!t ,y *: ;i!
*~ .: : I
~~l I ; : I I
!! - § _.:.1., : '. :
*I II
...J < ii.. ! ~ 'i I: 'i i z 0 I-;.
=i i I
i I i I I I I! I <t i I I I
- I: ~~
0 :;;; LU
- E I
\:: *--
i _ . . . . . . . . . 111-M
! !Ii i8 t !!W !~ l _.! I ' ! ' : T f I
. iWimli' I
f f I II
= :=: .=J i ;
a~
; ~ -~ 1l
(/) I: I i I L....l.--'--~-+--.IF-1--J+-+--1-i u; 1-- '--1-....-'--+-_,..,1<1..1"1!-.+-4--+--+-i
....J I
~I--
~- ~.
z< ...J
=-~~~-~~~~~~i
< :==*41-+--1--4...;..+-.+-+-1-t-+rl,
- I z
(.) ;; :I I'
- i 1'
- ; I I
I <t I I I i~ I~! I I
~ ~~~~~~~~~,l . i
- I:
0 LU
- E
!* i 1*11
- z.~-+--1--++:+-1-+--h~
~ ,~ j~ I
~
i i-i
** i T
- co1 ~'.:: :
1"'4 I
.....s-,~m i..
":mi
~ . *~
I
,,., I~
j.:;j :~ I I
~*-
I ~I~ I e PERRY NUCLEAR POWER PLANT {Rev. 12
- 1/03)
Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 {Sheet 2 of 6)
-, 1 I ! I I I I ! II II
- ~I ~I ... .. -1
...I I
III ! I I I I II
. tr;I Cl I!
I ::I:! Cl I!
! I i '.I Ill I I i : I I
- ~j ~! N I.II a;
I d= 2 . ... I
- g N
I I
.. ":t
- ii: ....
~
I l "ii a=: 1** i~ I I I; ~:::- ~~ if ;
}1 :/l : I1 I
~I
. i !ii!
(/) iii .. ~ I ....u. di / ; la' I 2111 \51 I! I
/
I v
~ 11
~
i1 I I I
< -== I i 1
. -E=
IlI i i I i :i z i ; I I
! Ir J
i i ! I
!Ea I
I
~
i s i
! i ! ! I i I ! !
~
;r
!t
"'=
Ii !=*...I" I I 1
=a ~ I:
Ii I i i l I! _J * !
< a
(.) ~;
! i i i:
. I .. I s I!
z r.
; I a
- i! !~i :j1
. I'
~ i~ '~
I
- c u .. ll .:
l.IJ
,I *I ;.1 H '! ':r 1.
i* I
~ I" I
- '1 ... *- ;ft ;. I i *:.
I
"~1 t-;'
;~ ~I I b: If~I~
w
~ ~ I ;
3 =~ :.,;: !=ii II~;,,.. l.: i'I ii~ ,... Ii, i;!j '" lj'!
=:
~""
I
- t j .._.
I~ I II.,. I< I~ i!I iii _ ... 1111114.1.11-
,__ II~ I~ ,!,
-. I I Ij ! I I I II* t ~!I~\
-1 I III I l !
! I t~I ~ F
~I I
' I; I r I I I . I.' I
- ~Ii=!!
I i !
.,. ::~I~ ~
a;
.. l I
;: ""' :1 I "° :~
l ~j.C:, I I ! ;~
~=
I
! ,..I" [I " ll, ' I
~ i
~ :!
i i i1
~I I I I j
;91 l!I i il I
(/) I *~"'! .;f
.!ii *t!I ..... : A Ci iii
~
I i
.Ir i' 11
_J I i I
- I e= I I!
lI I
-=I=
I
.g
< i i i~ i ~ z I i : ;
""~§ I:
!t : ~ i.:
I I
- i !
I ~ I
~
r
; II I I
- i
~
j
*i ~ !
,.._~
I _J I: I
;j
< ; i
!~I~
1i 5
' 1s I
(.) ;: I I ; z : ! i :: ,._ I I I I I !
! I I:
~ J i~I ~'I i ~ I I I
- c I I u r;
.! I.*i . *I I I I i H.... !*I :*I l.IJ ~
I i; I ! I I I
- '1 *- I ! I
!%1 I,.: I~ I~
~
- ~ :~
i i~ !~ i I I I ! I: *- .'! i 1i
- il !J
_ . . . . . .Lii- !:a :j 1 I~
....I -i I
i:B I~ I~ I~ I~ e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 (Sheet 3 of 6)
(/) u; _J c( z c(
'*;; iI 1-- L-- .__ i
*-+--+--+_ _._-1--1
..J c(
z * (,) 19
- I
;,....+-l-t-._--1-~--....i.-i 1p***
c( itE31*~m** j ;j jl
- c u
L&J p~ I I ! I * * ** . 1 I* : DI :.,j Iii
~
; I ~ ~ :~ 171
..:i: J.* *:JJ* loi
=... I II
-. -~.Ill-
~
- j -1 ..! i..i I :d !~l ~I e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03)
Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 (Sheet 4 of 6)
-1 I
T B
~~ II ~ -* i
~
I I II J.
..... !II =
- =... ..=
i...*1; I Ii:;
- I:; !II
" = a~ """ ' v II I .. 1
=I
~
c: a ., ,_
==
It' I" i.. I ! al:: I: ~ 1I
!J
*~
I; le? ! i I
,, I '"
I;
~I l
~
~
, ,, di
; 1.*, I
(/) ii I I L'-'
. Ii ltt I I Ui d 111 I
.... I *,
. . iI
_J i i-- c <( :( -:: z : ii ! I i I I ii
! ! I i s i 1j I
~
a i ! I 1 I 0 I <( 1 ~r l
- I I I I I i
I I
~:
~ !I I I
I ! 11 I 3 ~I! II if. _J I I I <( i i z i (..) ; I
~ I l II ~i I~
.~
; I ! I~
I= I ' i ~= I : I J I I <( ' 1: I i I~ I I~ I~
~
- I: I*
~ I lo lo 1=
CJ LLJ *~ 1
- l '%
- E *- I i
i l !:
.. ':& I ! I !
! ~
5 !~ Cl I z : "i'I I~ I 5.
*1 ~
; I
= *-
I z
.i.. - 0: ~ I
§~ I:
I: I':
~
- i. .J I i I* l'i 1.. I*
' I I
- a lo..,
-**lllll4.IJIJ:lllM B I ,I~.. ~ I
- 1.!
fl!
-. i I I IB
~~~J i
I I I l al I 1d
~I I I ... II ! i I
I j ID I I IA
~~
*; !sw l ! ;
! I I l I I
~ 11 I ;
I I r-i
.1- - -
..: .=
1. II ! ! !
~**'"1144-4-1-~l-H....+-+.'~!i-.;.1+.1-+-1-1 I i~i*l~I:I I
I
! ; I
~w 1
1; ~
~ . l : : I * '.a1-11..+-1-+-~.f-'-+4-+--f....j....j..1...+...jl i I I I l i *--
I
' I I
~
i I
--*11114-a I
e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 (Sheet 5 of 6)
-, I I
I I I ! -i! !
~ ~ I 1 Ill
~1~ ~I =:
l I I I II
! I ... :.,.
I II t a,
.. i . ~~~I = ::
ir
~ I I 1
~
r
...:a I! ~I'":
'!? ~ I ;: ~ ~
~i I ~ I I ! !_L-( I !
i 11 i I ) I LI I I en Li..t"' I I I 'I J r.i iii I : ..:... ~ . t ~ i _g ! <t z <t ;i
=
I I I I i I
~ 1I1 ~~
ii s i; I I I I I
~
- I !
.11 I
...J d i = !!
~ i
.. I
<t I
I:
~=.. . II 1 ;
i ! z<t (.) i I I : is "' J
- I! I 1: I I I I fl * . ..
I I
- I: ~ii.' ~ ~ I~
CJ .,, I. i;. LaJ ~ i I i I I
~
! o!'! i
. .~
; I t I ,; : I :
I t i
!= ~
N
*: :; J.
I::: I ! I* I
* .5 Ii 1:_
= ..
-i I*
I*
...... i 1 ..
I II
- Ii i
_ . . ll..... £11>>11M .,~ l.l !~ .!.
- I!~ ~ ~
I !
,,.. ii 1-1-Hlhl~i:~~f-H-1r+!I+-+I -:-;r.'+-i u;
VI t I
~ ;~11iiiii <t 11) I l ;E! **
z<t ~* ! ! !I i I i I 1 I . I !
~ ! I i a 111-+-~+.,..++ir-.-+H-t-I~~
~=
** l
- .!Wo+-~-+-t-+......
I I II
, i-o.,-++t-+-Hl-+-1-11
-.i i! I: 3 I* . "
.t i.,
I *4:~'...+-ll-4-..4+1-+.;.+-;-+++-H l : j.. IJ I : I= I:: i* j I* I* 1;j :j :1 e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lacustrine Sediments Figure 2.5-115 (Sheet 6 of 6)
-, I I I l : ! I I j i Al ~ I:::!!:! I ':
s I.' :: ~i !: I 8iliiliiii ,. ,
. i , 1 1 ; * ~ 11 ~
U I l la ~ *2; **~! II (/)
~i ~:-H-l~i-1-.;,1'~~¥~~~~
I : /l..f u; I l ~ <( z<( I I I I.
; I I ...J . i <( i; u
z<t I i I !
- c i.~ ~I~\
u w ; :wit
.I ' I : ' ' !
11 H1*1
- E
.. !or.I ~1
.* 'I 1'!:;t1 I
~
~ i'T! .'Tl
~ tii tiil I ~I ~I
- 1 1: l ~ : Lr1 1 1"
. 1i-r~i-;-'- ...I..~ ""I--
1 I I ' ' 0 .:...jl'I 1.1 I al I I I! . i A
~ I I '!I!
.~ jca, I :, *
(/) u; I A I
' *d..diI I I I1I ; Ii ~ <(
z I' ..
~ I
! ii i~u ; ; iI '
<t
!: !I*!JII
;;i I I I
j I! I i '!t
.. :Z:......+--+-+-+-+-+I,-+-+-++ti~
5 1*~ i~ ,. *_.. I I
* ::S l::i .*
i ::t ,:;l i I I] I~ ! e {Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Opper Till Figure 2.5-116 (Sheet 1 of 5)
'HI I ! lL...:..~ I llTB I I I ! I ;i K:"' ! : ~ II I ........ . . . *+ ,- *.-...(ta' *H--
I L~f+ ! : . t::::.+/-i
- I ***
~ ~ :~~=t+/-
-*--&. ...,....i....-~ ~. ..~. ~ ~~ !-Ht+/-
1- .... -~Mm I l I:::: ._r. *:: * -:-ti'- '!.Y *
~ I Hl~. . . . .....,iJ .,...ll+-t.-++-*-+- 1-- 1--
- J" ~ri. __
).'.~
* ; : -;-i- Ii :~ *'d I 11 1 1 1
II =~ 1-- : *
~ *: - ~ --
Ii Iii ! I :
- i ~ I r-i'+l--t--+-+-+-+++- ,. i.-;,++-1, i ; 1 I
_. ~ i.~ I i 1 1 <{ Bi~D3 - z (.) 1
'ri '
<{
- c u S'Hii~:W l&J
~ I ! , I _ ......... .Lii_..
'llf l! I ~ : Ill
~ ~--. ~i. ~I:llr. .~-*-~ ~ -~~
~ 1-. ~_.____
- *=i, I I I I
;; ~ i* ~: -; =-- .: - -~ -
(/) u;
. I'
>- I!:
<{
z<{ i!
~--
, i '.I ~'ti-I-"'--'-+--'"++-~-'-~
a
- 9 Is. I M;l-+-4--~-+-+--+-"'-'-'......<
- .1 !
1 z,~H'."-+-+-~+j+-+--+--+-~
- ~ ~ !
'.~ II r:::a *:;:i I i *, I sijii~
I II ii ii i A
................. .111_
e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Upper Till Figure 2.5-116 (Sheet 2 of 5)
MECHANICAL ANALYSIS MECHANICAL ANALYSIS ltLt Oii CLAY I cOlwa ( a ... t"'l'L ,, .., lcoa111i ....!!111 P1u ( sau Oil cu* ----~ ~
*. llAllOlollL 111'11 1111.JP-fill'~ ~ ~* /ti- ITU~l.JP- -** ,..,_..._,. *'** lit'
~I FMll I I ll~ttlH#i=lmfltfid 1-4::.i:::::a
*** "':':>.UIJ 11 :fSok:
i=;...1 -~
***'-X-* ~1-+-*
-rJ.._..__
*-*-* .~
ti+/-= hm=
-~ jJ-1-1--
I
-a
. .,.,. *1111 * **u-riu
. .,.,. 1111 ,. **w*nra CLHllflCAflOM
_.,,__,. DIPTN lnM911 CUHlflCATIOll MC I U I PL
~ ~111
*t~t!. *tll'[____ .
--*** ~ ~l:!l!~J1r
~L
~~ ~-~~- ~:-* :~~:~~- - ---*-- -- . ..:::-.:.=. *a-_:** *1H:1J1Uir COAllHI -iii-itUM I c-11 I CDM ti"vrL ita1cDaaH I I 11i01u*
'"* I uH I ltLI Oii cur I
.... 1!6* "
- JI ITHOA11fa SllVI ltUrl"':a ~""* .:, ~;1 111:**7 era~
1 1 1 L I LI .
~ w_. *~-~!UWB
~- """';:-.
***- -1 .. ' !iii t*-r-i-e-- . . .. ~!IHf---
I **- : -~ ..... - -- I Ii Ii
, - **- 1;11 t' ~l+i- *-*-
~
iN.i 1 - - - I -- -i~:~. Gl I "' -HO h I 11 *- *-* ***-. 1"1:1 1.---J-. Q) ~ .
...... -- ~µ~, , __
...... .. _ I.
I: **-- . -~ **-
~ I~*- ~l~tt-1--- ~ - ***-. *-* ....... . *-- -* "~
11 '° CJl IO ... 1114* 1111 .. MILLIMfTlaa (1) ...... NAiii llU .. MILLIMrtlU
""' CLAlll,ICATlllll N CLAlllflUTIOll N ** ._____ _ _ j ; L ___ µaJi~
(1) ~ (I) *-----*-**---- U1 I .aio...... <
...... tO en 1. 1::.Yl-ll-P~ :t=U I .. I U!. --------Ii-_- *.".I-~ I -- I ...... (1) rt ......
m 11 11 N CJl t-3 O' (Tested by Herron Tutt119 Llbor1tart11)
...... ~ ......
- J" ..... rt .......
(1) (!)
........... 0 rt 0 w
- s w ()
~
0 11 Hi CD U1 en
- I
I ' ' i I I! I ll ill " '
. . . . . . J.11>>. . . _.
-. I i II !I I' td ~I -* I I
;r I
I.~1 I I i I l I !:= i l i ; Ill t ~I~ I~ I
! ~ I I I ,,I"! I I : I '. 69
..,.NI i.1 :;i Ni .. i ,., j~I :".
'-=I
~ ;
... 1
- :1 .....'"",
... "!I I*~ 1..;1 01 , ... ,
~l!!l I l *~
i lll/
. !J i I: .L~
I ID
~
en ;:; I !
;21 i di'.I* .
(ii i
;r . I J' I '/I d: di :El f--"-
Al /
' Ii i
II f-1 : I >- " i i I! I! Iii i I ...J I
.=i " !c
<( i z <( ~! n
~ 1* I 0 a '
1~ i
~
.i 3i I !i .I i1 I1 I ii
*!I~ c 3
I/
~ . I I I
I f Ii!
~
!I
! ~ I I
...J i !.. i Ij <( 1i ii i II~ I! I z (.) : ; ! I~;. I :
- i I
I ~ I:,. I i 1 j!;l l!;I a <( i
~ ~ l~
I I
- I: !ii CJ
'! I! *II !I*i. H I *l ~ *1 ~1 L&J
~
- E : 1!: i I
5~l!:J ir x i j; I I .J I
.* ; I .,1 :~ : I t jJ ~
'~ i J
I I
* :i lo a I~ =
*~
i ~ !~ ,... I= j:: I i 1... a I ll ill
- &* llMI*
.IJl-M 1 I 111 ii~ !:;
I I i.! ,_ I! I~ 1.! e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Upper Till Figure 2.5-116 (Sheet 4 of 5)
MECHANICAL ANALYSIS COARSI fllll COARSE *IDIU* FINI SIU OR CLAY 11t." "
- i. - . --**- - *-. *l**lfit..f'~C:--t--
*~ ..... Ill.
- z
~ I~ ...z Ill u
r-= IO I
*RAIN SIZE .. lllLL111£T£RS
~j II .....
IORING $AMPLE DEPTH ~YMBCX CLASSIFICA110111 MC LL Pl 1-52 l.0 29..'t.-":ll
- UT *----~------ ---~- 12.1. .1.L !..l.L 1-52 -ll 32.s-34
- UT a. 18.2 25 11 1-52 12" 35.5-37 J( -ur---* CL-ML 14.S 23 16 SIU OR CLAY U.S. ST AMOAltf 1 0 SIEVE SIZE :'°*
a:
-~t-- ----- ------* -- ,__ - *;... 1-1---*1---t--*Hir~- -- - - - *---*
t-t--t-t---+---+H-+-+-fi t *--+--+--t-ttt+-t-t-*-.*--+---iH' 11-+--+- - - - -*-1-l l'l*l--l--l-+--1---11 IO I I 81tAIN SIZIE IN lil1LLIM£URS BORING SAMPL£ 0£PTH SYMllOl CLASSIFICATION MC Ll PL J (Tested by Herron Testing Laboratories) e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Upper Till Figure 2.5-116 (Sheet 5 of 5)
=~ti~_._ '~+-4-++:#-' t--1!!
..__ - - * - --+--4--+-4._+--I i---------..
.... *."l
*~ g .~,
Cf) i u:; I I
" I 'I
..J <t z <t _J ~ u I z ~~ i ... <t ! 11*,
- r::
- I , .I u !
LU
~
i -- t;; VI*
~ a I ~t 1
~
I t.!.l :.!.I
.&.....JM Al WJttl.111 J.lllJ~U *I llllNU *11-U
). I 8
~I j~
* :;J: :::i
..."", *~
i I 11'! I ,(JI I I ,1r1 I _J
<(
u z
<t t-*
....al
..... 1
'.~ :~;
I': j
- r::
u LU I I .. i* I
- la -..., .
I
~
.!'. : " ~I~ I I
~
,= i::il i I i
~
'I
'* I 0 :; ~
i NI t* IJ.1 1.J I j i I 1
!! &/ti ""
!~ !~
e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lower Till Figure 2.5-117 (Sheet 1 of 6)
-, I I
I ; I I I I j
,, I" lL,+
~~-4 ...... +
,__. .~
-+
...._ 4 -
~. ;
I I I
! I l 18 t
~
r ... T
~
<ti al
'i rI ai l: I"',
~i llj ID
'/vr_/ :
J.j ri (/) Ii'
, , ..,; II 1
/ ') i U5 1--,......;.
>- !!_,_ ~~ .. fl i ..~ . 11 _J
~ "
I I I <t I z M
~t! ii ii i l
~i ~~ 'I : 0 I
0 i <t *E I ~ : !! I I i 1 I
.r
;; ;;: 1 I I
..! ~
_J
~I : : i H- -l-
~ ~ 1 I
<t ~: .. z
~= i
=
~
I I
*- j
.,f II I i i
i i 'I <t i ' ! I~ I: I
- c ~
u L&J
- E
! I I* .
- .i '"
- a ~
' I 1~
I i !:: E
~ -
- i iI I~ ii i
lHllU .. Ml"" >JIJ:lll:W . -. . . -~ lJllClllU I I I~*
!~Id! t ~ ~ r I~!~! : Id I~ I
,_ ., l ""l I""' I
- ; i~ !:3 t
~ i --~,{,Hl'V4-+-1--+--t--I 1
~. ~1 i~i;
(/) U5 *d ic:;I I P! id!* A. _J ! : !
<t M
z ii
~!1-++J~-+--+-1-+-;--t---~T~ <t *!--+~'!+-+-+.+.+-+-+~
_J ! I, < I I I 1 I.' I i z I (.) I I I! I I
.......I
- j:
- c i*~l
.... I!
_. 1-" Ii u L&J
- E
"-! 1 ; '
sitm!~m i .LNMJM ~* 111111;, >JIJ:lllM e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lower Till Figure 2.5-117 (Sheet 2 of 6)
- I I I-+-&-
1 1H+-l!Ht+-+-+'"ll! I, i'. ' 1:
! I .-II" i
i! !
/ I I
i! ........., I-' ,... ..... 11-d i7i 111
- : !1' !g i'. ;~:;~1:
!,'/I IJ I ::: *t:J: :~I!
I. I,/) !I!' ~i (/) I d' di U5 ~ <( z <( ...J <( (.) z<(
- c:
(.) w 111!: *: 1.,
- E G
(Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Grain Size Distribution Curves - Lower Till Figure 2.5-117 (Sheet 3 of 6)
I ! ! ! ! *I I jl i'. ~I~ I ---+/-*+ ~*. -'. I ! ~ 1 a
.: ~ ~ ::
':I It
- ~ i~ ::::1
--- +- . . ,. . r-
* +--+.+-+-+-+-I..-.++......
--1._.....,...._..h-+--1 ::: ~ i~ ::
i--rr-->-*
* ~ "" ....;ti !'....al"'
*_j
... --: 1*
'" '"I =
Ii ! d tll id*,
!l II I I i
! I I I j I
! i:
...J <( i Ii (.) ; !; z I! iii <(
- c J i i"
- 1. . : :..
u LU I .~'"'I i 1*. I!: i .; I
.3 ...
~ I (/) u; _J I! I
<(
z
<( ...J <(
52 z
<( I! I
- c .... ~ ... ' ... 1 u
;..11 ,,.It ..II LU !?: .. .. .. i i
I
~ xl--+-+--+-~lr-+-+-+-+--+--1 i
*; ~i-+-+--+-~,H--~,-+-+-rl--i i!
i II IC :ii ol lHllJM .. IBM14 U I - W ii " e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Lower Till Figure 2.5-117 (Sheet 4 of 6)
MECHANICAL ANALYSIS MECHANICAL ANALYSIS tOllLll f Ciiili1i llL1 Oii CUI C-LH IC~~Tilijii---i-- -,,,., SILT Ollll CLAY 1'4* tr 1/;I* 11. .DMl, 11~ 1 llZf.JO- ,.,. I( 11;1 llAllll&lll'c, lllV~ 1111..fl f=H....*.
~
i ~lfi+UW-UUH ~ R==l--lrnt1-+++--H+i+H I; .. N.: I a f"o,;_1*--
--~*--
I -l>-.*-
<ID Ti l*H IN MILLIMEIElll IHlll SIU ta llllLlllUllll
-1181i"""'1!DfP'fitJ$T1&9CI CLASSlflCATION Pl '-11811..-.J DEPTH jlYllllQ CLUllPICATIOll llC Pl Cl. 1 li.l ll.6t*~ .t-=:: ... . -* . -_:.~~1~~-J~
~ !? ~* .i::ff . !. ~! . GI. !M .llJ~ jkil-t-.
~ _l 1~ -t::~::+* -~*-1~~~ --~--
. . . E. -"u- !.J!:! . . ____ J__ ---- -*-- . . . *-* *-* **--~- lLibiJ.lL
~ .il 1f. u.B2* ..!. ..* .!:! ..:_:_ : ~ :: .=:-:::_J!~.-=-~r ~octl!L ~.i£h.!"'.S--49tCl.1L. ::...~--- ___ _ .. ____ ~=~c"L.:HL]°Y.i ..!!J...U.::
COH&.U COAltS( llLT Olli CLO SILT Olli Cl.t.Y ICO.iiiil *ID*UM I , ... , coe*Ln I c.o.a.a11 I '" uI ITAMD&ll:O ** ,.. son, NO
.... ,.. "" .... ,.. " ~** ITAHAll:O lllY( llU1 NO 1 II H I* -lllHI f!"H.-L 1111H IHl.l- l- -HllHI-+
Gl I;
""l I-'* Ill I-'*
!~llllIIJ lllMI U~lfl#w lQ ~ ! 111~ 11 l -lll~fl rr lmtHMiflITTI I ~
cI; ~ J>.. CJ) I CD I-'* ll +~- N *~-* N I CD ~ *WAUll 1111 Ill MILLIM£TUIS ........
'- 1111 &N IULLllHTUll CD U1 I
I-' t"I 0 0
~
I-'* {I)
< ....... ISllWUI
~.~*:l~ 15~~~2-HPTH 1!
CLASllflCATION llC I H
. -* .. Gil ..... l-6..U...2lLl .U.
I PL il!illlllla CL&SllPICATIO*
.LI..______ .. *-- - - - - - - 0 . *---
MC I-' I-' ------- **-- ---------*-
.....J CD rt .i~ ::.1.ll.il~---* . Li....... -*--* . -. .:.. :-:-_ *:::::cL-M:i. n~of.Jid_U:
I; I; N I-'* l.kiiL1fu!~.i2t:!-r1r:.=--==** lkiil:ll..ts-s:.s:z t. 1LT ......~:*--------CL--=tLlt221 u
-CJ) t-3 O'
. **=*-:-. =---_g,~~ m.:-1.1.li:tll=
I-'* c
- r' f-' rt ..........
CD f-' I-'* 0 CD (Tested by Herron Testing labontories) rt 0 w
~
U1 () 0 c Hi ti CD
._.. C/l °"
I
MECHANICAL ANALYSIS GRAV C088LES CO .. RSE fl .. ( C04RS.t: l\IED1UM f '"£ SILT OR Cl A'I' 0 IOOrn!rrT-i~~*"T"""-+~-*~~~~*TTll,~4~-.,---j~~s-s__T~A~NTDr~R~~'-"-~s*~E-VrE-'-S-*ZTEnwo~",o,.-r-.----r--,rn-rrc.r*~**_*"T_*~-.--*"_'-.**
~j(JJ- "t-t+~+-+--+--t-*- -*tt-'f~'"'if-1 .+-t--+----+f*ff
~ 7~ !. ---**-
I
~ -~*-
?oo!*-'-......_...._._,__....__:l<'"'....,.-Jl..'--'---'--~~µ.i..u.....L....>--L.-'----::0~1LUl._,_._.__.___.__~od!-......,....,_...._..__..._-,.0001~
GRAIN SIZE IN MILLIMETERS BORING SAMPL£ DEPHI SVMBOl CLASSIFICATION MC ll Pl
):::52 . .!~. ~Ll~J.. i.i . ____ . fb::-ML. !!! ~ __n _..----
..!L
~.5.2. is... .. ~~~§...
x
.LI_ ... --- --*- .
.:.~:::::.-=-:~*:.-: = !§;°~ ~~ )6 =
GRAVEL ANO COBBLES Sil T OR CLA'I' COARSE FINE COARSE "1£01U"' fl NE US. S TANOARO SIEVE SIZE NO I) 40 200 I 100 90
....x
., llO w
CD ro 60
,, . I I
...a::z t
~
...uz 'II*
5L 2
~ ---
10 10 10 01 fiRAIN SIZE IN llllLLIMETERS CLASSIFICATION MC _LI ____________ --* .. _--*-* **--*-------~L ___ _ 0....5.=.52_ * .LI. ____ ------**-----*---*-_____c !-----+---+-----* - - - - - - * - - - - - * *-* --*----* ---- *- e (Tested by Herron Testing laboratories) (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Grain Size Distribution Curves - Lower Till Figure 2.5-117 (Sheet 6 of 6)
GRAVEL SAND COBBLES CCARSE FINE ._,EOIUM I FINE SILT OR CLAY
~*
I-t- C)
~ ~
al a: L&J z ii: I-z IM u CZ: z L&J 11.. j I QI QOCI SIZE IN MILLIMETERS NOTE: RANGE REPRESENTS THE RESULTS OF ~~ TESTS e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Range of Grain Size Distribution Test Results for Upper Till Figure 2.5-118
COBBLES GRAVEL SANO CCARSE FINE !COARSE 1 MEDIUM FINE SILT OR CLAY STANDARD SIEVE SIZE NO. 40 zoo
~
z w u
- J:
~ zol-1~~-t--l--.J...--..~~...p.;.~~~~;.__~~~-h-.:.....~...---'--'...:..~~~-r.---:-~~~----...ie:-;r;.r'?t-?.'""7'7"--:-~~--,
Qi OCOI SIZE IN MILLIMETERS NOTE: RANGE REPRESENTS THE RESULTS OF 56 TESTS e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Range of Grain Size Distribution Test Results for Lower Till Figure 2. 5-119
- I TIME va COMPHUION
*1
- r:::::
* * * ~?
- ~ ~::~
. I *****
1.0 10 100 soo () 0.1 1.0 10 100 lllOll 0.1 PRESSURE IN TONI PER SQ, FT.
~ 1-3 TIME IN UINUTES
~ PREISURE INCflEllEHT CO&FFICIEHT DESCRIPTION OF el CQHl.(Fi'IDAr)
IPECllllEN: FiJ:ll grq cl~ ailt, traca fina Nlld (LAC) a.-tL
~~
{ll ...... l!i No. l'ROll(lal) TOC ..11 i CONSOLIOATION PROPERTIES TEST SPECIMEN PROPERTIES INITIAL FINAL
~ :::i I n I lie _ .:!J!! -** 22.1-11> 2 CDllPREHIOH INDEX 2.Jt5 WATER """TSMT ..
I 2 1111 4 - ft'7lft 1-z:J I-' ::tJ - RECOllPllEi5ION INDEii o.ooa* VntD RATIO 8 Ra 11111
...... (!)
15 LL i--J 1111 -****--- ..::..*..!!!!:!,!!!,INDEX II .... l.&TUflATION .. i 16 '"" IQ t'-i () <l __u_~ . ...!!!!E2!!~..!!!!!TREll, *** -"ID I~ l!!!i!G!!I II* 2.495 2.495 11> 0 EXISTING OVER8URDEN STREU, Isl 0.65 IAllPLI! DIAllll!Tl!R la.
~
11 +/- I---* Ii n ::s ,___ ~~il~"Za~l'iTI !!' ()) ~ (/) I-' 2 0 rt 0 N
'n11
- - =-==--**---
* -' - -FROM --*-*----*
VOLUMETRIC STRAIN
--* PLAITIC UMIL..!,__
IPECll'IC GRAVITY 2.llB N Ii I-' 01 I-'
- 0. ........
I
- s()) 11>
I-' rt 0 N [/) ...... w 0 ()) 0
- 0. ::s a...... 1-3
()) ())
- s Cll rt rt Cll
- i. *= ..
~ . *-~=- -~~ *~,~~;: .:E *:;~ :-.::~:~:::.:
..f~-~~{.. ~i: :i~~:, ~"-*- ~~i== -~~ ~m
- *- ..-J-L...
15;~ - --o- * - - - * * *-L - --* - - . - - - ..__. : - c_L:..:: ::-..::c:::-: *:~~ '=:- - ~ ~ ~ii-- . ~~~ ~ ~ .-~ *-~~ i:*:r;*~ ~~" ~~E ;"",~~~i- .~;- ~~:
~ -j -. *:-c .. - - . *-=-,- - *--~ 1=1 I I.I lo.al :-- - bi..1:; :**:-. .: .* .:: : : t::. * **- !\ _ -1 ,_ Ci. ~
J*'1'f~Jt ':" * :~=~-~~ ~=c ~~*~:~~ " ~.~~~I
; +i " -~~::::::::~~..~'-~- ~~<l\r- J *--3~*
**-***- - r**-
12.0 *t:: .f:_ ~:t*~ 1-1-++
.11*tJl1~ ltlJf-l-:~J~llJjj ~i* ~r--EB 14.~ -
0.1 1.0 10 100 1000 1.0 1 r tlitttfMitr-:id!tmEU#tt-Jftfi.ttf.til:tr=:f=J@l 10 100 soo t-3 TIME IN UINUTEI PAEllURE IN TONI PER IQ, FT
,,,_ PAEllURI! INCRBll!NT COEl"l'ICll!NT Dl!SCRIPTIOll OF
() l!ii Ne. l"RClll(lall TOClaf) llf CDNl..jPi'llMr) IPEClllEN: a"llJ gr-1ly .-iy llilty clay llll'I a.
~......
i:; () I 1 .... ., .... CONIOLIOATION PROPERTIEI TEIT IPECIMEN PROPERTIEI INITIAL FINAL 11 P> 2 2 Ra COMPRElllON INDEX 0-1193 WA-- ---*----- .. 21.t 11
- tzj <l I-' ~ ] A,._ UQID R,\Tlft ft R ...
...... RECOllPRESSION INDEX - ... .....
CD A 1£ HELLING INDEX D.019 UTURA"D"'"" L<AJ,0 o.o
~ () <l u
- 5 lti ., _ PRCC2!flOl.IDATION STRESS laf 4_1111 0.'116 .148 i:;
'° 0 EXllTING Olll!RIURD£N ITREll 1 laf 1.04 SAMPLE DIAMETER. i..
... 2.495 .495 11 I :::1 UNIT DRY WEIGHT _, l "
CD (/) ...... LIQUID I ""T .. ;.i f\) aO N
!I PLASTIC LIMIT .. .L i.~
"O I-' h FROll VOLUMETRIC STRAIN SPECIFIC GRAVITY "O ......
tn CD 0. .... I 11 P> ......... I-' rt 0 f\) i-3 ...... w
...... I-'* 0 I-' :::1 I-' t-3 CD
(/l rt
TIMI "' COMPllUION ~ i 1 ,. . ... I ***t... Strain v.. - - - 111 ; I j 'ii . i : I' I! I 0.0I .. ....:.__ -- ,...;.. .... ;:. * -*
*o** r[* . -.. *"t:t*-=~~ .,_ .... lorlag Ho. B-l-24 i '*-*** -t i --:.: ,__ s....,.1.~D*plh 45.0'-47.5' I
-* ;**-- ~ ~- .~
+' Tr_*:' ~I"" .. * . _-_:_ - -* I- l l I - . ...... ~ 1-- r ; **+-+-<i-++---t-20 ... !
l.Oi--,...-~T** ; I ~ -~ _* _*. I j ! ;.- 11
.... : ..J_ . ; I ~:r'"~~~~ .L.+t'" **-*r'~+/-t
- : 1* ! I -t* "'~ ,.. * ' ,
4Q
;['i-...f , ,_ !'.. *I* **
2.01- , . .,... 1 + ,_ "' __ .. t I _-* : 1
- l. l "~" . i .** _.h~: " * -~- LL: - -*--1-*+-t r-po."'~ I
~ l:'.:'.
IC ** ;.t . . . '. r. r:-t I . . . .~ I ; i .. -~- I r 60 ,,~ i U 1* 1 I
~*-
1:i J.O l-. __ ._;_ Ti :-- ~ -r ~ ~. [:-J . t. . \j- H-* *J* .. I '~ .
- I- I I; ! ! 11 't.
+-.*. . - ~-7~ ~ .I
~;p:::;!
~ *:. .. : : .:. .
....::.:;1i*-'~****-1'*
.l-rP+ *-- - i--:t :L.rL . i\ 1. ~ ~* . . -~ ..
I 0
*e : I ! I - *1 ~ ~ r..... . **. .': -* ; ;_ i-:_,:_-14. .1+/-
~4.D >--1*** ' ~,__ - r---;- 4_ I I 1~ I
' 1-*
t< ;.:!Sr* <-~< *: > ; i
'I I I I T i t1 l
~r:
.,_I\ :
I. -+ ~-1-11 I I I I nI]t:;:~; ~+1*** --~* *- - .I ~
' ~ ... . . ! __ r N.,~
100
* ... ::: ~* ""- ... :* ***:*-::***~
- s.o ii:
**-+*t*~*i-t>-
i -1* II. I l*
- j :'1'*
* **t * .I I : ! 11 .- ~ J1- 1 * .
. , I - _,.!-. =--:. - - - -** ---*
**:***:1 - . *--:I~ ... *: *1
* . ., H-120 ***: -++--****:*:: ..........: .... ,-1 6.0 ~-4* -~-* l *1-- *-'. : :_ ~ '. ...l.i.I +tm ; : !I
.**1
- ':i* ;: : .
*. - - -*- --- .**.*.*J. ,_ , 1 i ! I* 1- J
'* t - :
~;;.
. . +ti I :i 7-
*~ * *1* l+i-f .~~ *. *-
--~-- - ~ .'. :. . -tt I* 1 I 111
- - *-*~- ! '
- t. . -- . I I -
HD l . ~ ~}, : : :n'I 0 *ni 0"""" Ii Ill H 16 - D n1.: IATURATI- ... .... 5 IMI\ SWELLING INDEX 1-:rj
..... <I I-' !XI CD i! I!.
* ,.,* ,. _ PRECONIOLIDATloN ITREU, lat ~ nn uuom I: M . . ft&rl' I* 0.941 0 ...,
lQ CD () ~* 6 24 12 EXISTING OVERBURDEN STREIS, .., l.60 SAMPLE DIAllETER la. 2.495 2.495 CJ) 0 ...... *-- - FROM. VDLUllETRIC STRAIN SPECIFIC GRAVITY -~~ f\.) f\.) t"' 0 0 I-' h
~ .....
01 CD 0. ...... I Ii Ill ........ I-' cT 0 f\.) t-3 ..... w f\.)
..... 0 I-' ::s I-' t-3 CD
[/) cT
WATER INJECTION PRESSURE GAUGE GAS RELIEF VALVE PRESSURE-VOLUMETER C0 2 GAS BOTTLE WATER PROTECTIVE SHEATH SOIL - UNDER---: ~--MEASURING CELL TEST
~ ~-
~ ' .... -;*"'11..-......~
_.i__.:....----- GUARD CELL
~,,
PROBE STRESS BOUNDARY! ~ e (Rev. 12 1/03) PERRY NUCi..EAR POWER PLANT Schematic Representation of Pressuremeter Figure 2.5-123
800 600
--- P1
""(,,) e t 7 14()() /- e ~--;:~~~ HOLE No. : l-22P2 UJ
- z: 200 TEST No. : I
~ TEST DEPTH : 30.9 Ft.
Id= 13 s.o pc 0 0 Wn= 10.0 % Pl = 6.0 %
*200 0 2 6 8 10 12 11' 16 18 20 22 26 APPLIED PRESSURE,Pm (Kg/Cm2) 800
- ~ --*_:=-:;;;,.;:;;;:...-__.t.:.-----1P~1-7 600
°'(,,)EE
+/----
~,,,,,--
/ / HOLE No.
S:_
""2 1400 l-22P2 E
TEST No. 2
> TEST DEPTH a~.o Ft.
UJ
% 200 ld =130.0 pcf
=
wn 9. 5 %
= 6.0 ~
0 0 Pl %
-200 0 2 6 8 10 12 11' 16 18 20 22 26 APPLIED PRES~URE, Pm (Kg/cm2) e (Rev. 12 1/03}
PERRY NUCLEAR POWER PLANT Typical Pressuremeter Test Curves - Lower Till Figure 2.5-124
----STEEL All8LE FUME, 11
- 15'
- Z.5 1 HB-To IElllTE llYDWLIC CClll110L WELD - -
- CGll'OSITI: WIDE fUllGE IRACl£T
- - - fllCTIOllL.ESS PULLfT IWIVEL-llEAD IEAllMB PUTE L~.I Ji. ~ Ill Ill -:i:.<;ti 4*::7~,_ ,_,. cmlTIOL lliO Ton
-* . Ii
- xi Tan UM u* IDWlll
......_...~ LIAlll* PUTE 11.55* DIAM. 1* TlllCI
.'0-'TI'\'
IO" Ill. IUCTHll~ I . * ., CAI- WITI llO" :; '
- LIMDI* PLATE 22* DUM. 1* TlllCI Ill. IEU.
1 M* It . UPl'EI Wiii . '.Ill Ill*.. 111811 PIESSUIE FL.Elllll llYDllAULIC llOS£ YERTltAL lOADlll SYSTEM DETll l l' u* It LAIEIWlll 'till I<< ~ TO ltrllJT£ llYDUULIC COITIOL
..W*lllRY, 5* PIPE I ~ !-. -I- RICTllllLESS DOUILE PUU.fT Clllhlllll l't:l t-'
t%j nPI ::n
....... CD ID.ll!llllli1111Lmmllml*mdll1r--50 tan UM 0 rt IWIVEL-llEAD IEAAllll l.Q !:I CD <: PLATE i:: UIADIMB PLATE 13.55" DIA. I" TillCI Ii Hi 1:-4 CD
....... 0 .....
l.Q P> l'l.YlllOODIOMD 1---1 N 11*
- 31" ***
N i:: p. I; ..... (J1 Pl ~ ...... 31° DIA. Wllll ~ *II c-. l.Q ....... 30"111111
.....I 0 ICKEMATI C OF TYPICAL PLATE LOAD TEST N 0 ~ w AllllllAlUI SET - UP (J1 !:I CD en rt KORIZOIO'Al LOlDlllG SYSTEM DETAILS
I I I
~
I-Cl) t- c:
~
I (.) Cl)
~~ - - o o v
en I.LI ....
~~
'--- I I
(.)llCION .... u I - > :t' N I- CL a:: lilt. 'alt. lllt
~
I Cl) LIJ ('f)
>w z: * :r:
0.. C) N
- N
~ al 0 0 .... -c IX('f)OGON oW -I- z a.. - 0.. - - -
I 0
-c La.I ll II II II I
~-~
..J ~ I-(.) rn Q
La.I
...1
- -a c - - I Ea CLLll _, I- en -c Q)()]l:]l:Q..
en I.....
- i I
La.I ...I IN
~ 8 f./
I- 0..
~ ~
A I r f 11 f If LL. Cl) ~
/
v J
-If
!f
\}
I I I I V' I I
)l v
0
-0
/
e IN in IO 0 0 c:i c:i CS3H~NI) NOl!~31~3C (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Plate Loading Test Curve - Lower Till Figure 2.5-126
..:i
. :i i
Cl
~
... ~ ~ ...
I
+ ....... ~
lb-i ..~-i - ~ ~ ii;! . 0
*'": :i
= ...
,:'i -~ i i::- e:
il I
~ *i ...
i I i
!,. - 'J) f e
Jll '('. (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Effective Stress Paths - Lacustrine Sediments Figure 2.5-127
~1 =
iu) - 0 i::
~ ; ~ +
-=--
0
~
i ~~
- :~
1i;! .,; ~
.:1 s;- .....
i! ~ 3 0 .. N N i
*i ~! ;
a t-i
= =::s Ill e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Typical Effective Stress Paths - Upper Till Figure 2.5-128
~1
- I iu]
"~
~
- :z ~
I
~ ...,.....
-~ s :I +
lo-it::S
*'": ~
~i !
-i ..
'=-
il i i i
*i '
I I I j
...=
!! = =
e 0 JI~ '('.J
- l.!I ) f (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Typical Effective Stress Paths - Lower Till Figure 2.5-129
/
v--- ----- ~--
/
., I
.* I
_/ I
.. I LI I
v a.a
~
/ T!ST *
- 1 . II v
,V I.I 1111* ... : 1-221 DUTii : 11,0-17.0 ft.
91.7 pcf
**-/
i"c 0.11 taf
** 22.0 "
o.J
/ ~
I I
...Ii .........
I""-..
~
... I I ...
111 II .. ** .* zo AllAL STllAll, c,i e (Rev. 12 1/03} PERRY NUCLEAR POWER PLANT Typical Effective Stress - Strength Characteristics of Lacustrine Sediments Figure 2.5-130
- I I
~~
,, . .--- ~
I I I I 10
~L.---
LI
~-
/
,V i; 1- TUT ... I 211 I 1011* ... : 1-m i,-
ll£l'Tll: 20-Z2 v 111.1 I~ fc O.H
"* 11.1
... I
'*/-'
I
= I!
I 0.I 0.
- ~ I r--....
~"-
I
-0.1 I
~~
II II II IO AZIM. ma11. £
- s G
(Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Effective Stress - Strength Characteristecs of Lower Till Figure 2.5-131
I 10
~
~ -
~~
,./
,)JI!".
TEST llo. : II
,,. /
l' f 1011118 llo. DEPTH
- 1*31
- "'9'4.5 ft.
h'd : 129.0 pcf
/ I ~= *** taf
/
... =
"*' ~
v I
.J
~
' ~
I I 2 I 0 o.* I II
~
il~0.3 I ~
- o.r I
_<J 0..2
~~ ~
u 4111 ~ Jc 0
~
s I I 2 3 e 0 I AXIAL STRAIN, E, j (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Effective Stress - Strength Characteristics of Upper Till Figure 2.5-132
28 24 c 20 u Q. AFTER REF.131 16 0 0 er 12 ao c Q. e 0 0 a 4 o,o-4 10* 1 Shear Strain - percent 120 100 I
- REFERENCE 2 88 BO t----===:::::--:;T-------_,.-- o CYCLIC TORS I ON TESTS G =1000 K 2 (a-;,/*!lps f N
- ii: 60 40 0
20 o,o-4 e Shear Strain - percent (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Dynamic Properties of Lacustrine Sediments Figure 2.5-133
28 24 c 20
*~ *Q, AFTER REF. 131 16 .2 0
er 12 00 c Q, e 0 Q 8 4 0 10* 4 Shear Strain - percent 120 100
- REFERENCE 288 BO f=======---wd'~::.:_:~~:::.:_:..._:..:::'.:J __ o CYCLIC TORS 10 N TESTS G =1000 K 2 1cr,'.,, 1°*5psf N
- .: 60 40 20 010*4 10* 1 e
Shear Strain - percent (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Dynamic Properties of Upper Till Figure 2.5-134
28 24 ...c: 20 u u Q, 16 .~ a: 0 AFTER REF. 131 12
~
c: Q, e 0 0 8 4 0 4 10-Shear Strain - percent 120 100 REF. 131 80 ~ N 60
- REFERENCE 288 40 o CYCLIC TORSION TESTS ---+----_,.,~~....+--------1 5
G=IOOO Kzlo-:W,>o. psf 20 0 10*4 e Shear Strain - percent (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Dynamic Properties of Lower Till Figure 2.5-135
MECHANICAL ANALYSIS RAV C088LES COARU MIDIUM '*NI SILT OR CLAY U.S STANDARD Sl!V! SIZ! NO. 1!.t II <IQ 100 I
~
..i -
I lo I
-~-....... I iii
~
'70
- I I ..........
*>- *~
I
- z
\
I I I
\ ">::
ii: c ,,\
...z I
= ~ = 0%
40
...u Percent Dispersion I
so ..'.' a: ~ 111 l'I I I
"' lO I I I 111 II I I I 11111 I 111111 I I I L
I I I ~........._--. 10 I I I 111 1; I I I 11111 I I I 'I:] v 111111 I I 111111 I I I I I II !: I I II II i I I 0 ff I IQ IJ I g I uu. IRAIN SIZE IN MIWMETERS llORIN6 ~AMPI.£ S-1 DEPTH ISYMIQ 0 Standard Grain Size m Entire Saimle CLASSlflCATION
. - MC 10.0 LL 21 PL 14 S-1
- Standard Grain Size Distribution -
!~-1 c
~nnC! 11.T.-"\
r:r::.;n c:;.,..,. in ni .. *,...., - ~nus>>-. 1n t.rl+-'hnn+- - - -~-~,._ R y AN COIBLES COARSE M' ~*
'INE COARSt: MIDIUM U.S. STANDARD SIEV!
"NE SIZE NO.
SILT OR IOI~ CLAY C~ASllPtCATIOM IW'STIM I00*~~;1;~~l~~=:;:::~~~~............. ~~~*;:~::~~~::~;;1;1~1;1"°~l~~J==~:::;~~:'.:'~!~l=~l~l~=~J:::~;;l~l~;l~l:..-r-I--+--..,-----, t0tH+~~::~:r-+--.i.- 1
-;t+-ti*~:~1~+- 1 ~.r---1 11
- t--,,.__+-...;;::=-i;......_~.c.~'"""'ilt'-~1 ~-..i.~t-1
--+H~11-t~~~:-t-!:1f--+1 ---t~~'!~*'.~:~*--:--
!I I I. I I I fl, * , I i
I IO ---+H++:-i:1-1-:*-+--+---!+---- -t--+----ff'...-._"IJ~L.;:>o..~r+-+1--;l,__-H-T:...*.,..'..,.1---.--+---I i j . 1 70 : : : I I I I I :~ \ ......_...... I I ; : : ~
*' 3 I 1
I
~ IO ~ : ~ ;: ; ~
- I I* ! I ; ; .a \ I :- ~'\. I ! : i 15z !IC J ;:I '\l : I- I I I
~ I \
- I ' * .. . : '
ii: ' 0 ~I'.
§:
ti *O j\ I ! '\ ;
*~ ..._P_e_rc_en __t__o_i_sper___s_i_on ___=__n___=_o_'__. ~::::~:~:~*~:~H~;'~,...:;,:::~~.~~~;'":~~*=_-'.~~__,.;--*-"""
15 **1 *r;r* .. r 1 11.1:~* L I . 'i I I I I I1 ; I I " I I I I I I i -,.__ --
*0~++~.~,......;------"""":~*~J~;~....:*-~,*......---.~***~I*~:~.*~,-+:--1----++-i:~i~l-.....,ll..--~l--'""'_.,.~~~l*~l;-,-;;~,-+-1-;----t II I 1111;11 I 111 :1 1.'il I N..11111 I 10 IRAIN I
SIZE IN MILLIMETERS
~I ....
BCAING SAMPI.! DEPTH SYM80l.. CLASSIFICATION MC LL PL S-2 0 - - ~,.~ .... i:;:;'7..,. n; *- - Q Q 1n , Ci F.ni-i,.. c - 1 ... S-2
- Standard Grain Size Distributicn -
s-2 0 Minus No. 10 r.t-..in c:;~.., n; .. - ~nncz 1'Jn in wirhnnt- Deflocculatim e PERRY NUCLEAR POWER PLANT (Rev. 12 1/03) Soil Conservation Service Tests on Lower Till Figure 2.5-136 (Sheet 1 of 3)
MECHANICAL ANALYSIS RAV con us SILT OR CLAY CO&llSE Utn,llD lotL CL.Aa1,fCATIGM lftTlll U.S STANDARD SIEVE SIZE NO 1!.t" IOO ' J~
---=-
~ 2CO I
~
90 ""~ I
- u -........ I I
10 I I I ""~
- I! ; ......
I I
~
~:~1
..'II
.1() Percent Dispersion "" Jl = 0% I\.
~ 30 I I\. I
'° ... ""
!I I I - ,...., ....
20 I ~"""'-- - 10 1: I ""'I I I ~ 0 1: I ~ I I ll.I 0 uu. lltAIN SIZE IN MILLIMETERS IORING SAMPU OEPTH SYMaa. CLASSIFICATION MC LL PL S-3 0 St:arx1al:t1 Grain Size Distribution - l1n ' 21 ii:; F.nH ~ S;nn-.le i~-3 * -* - - Grain Size Distributioo - Minus No. 10 S-3 a Grain Size Distribution - Mi.nus No. JD without Deflocculation COBBLES ,.,., AN SILT OR CLAY
'""'"D 10t1. u..11aa*tc.u10* ,,.,,...
K U.S. STANDARD SIEVE SIZE NO. 1 ~l~~rT"l"1 r1 r1 r1 ~1 '--T--r---Tri~~~~1 ~1 -r-1 40 10011'1"i11TT.,.;,.-.,--,._._.~~~...L..,...,t-r-r- 1 i...-'T"""---rr1 ~11~1~r1 .,- 1 .~L.....L___"T"--..., l+f+++-1f--l--T----+H1-Fi1=!!>- 1 +....i:::,..,_4~--::::=::j~,rs::-~.:l-4-+--1----+H1w:,i+,~,-*i--i 11 - 1 ~ 1 ~ 1 1 ,1--+----t+11r1H1rt-t 90*~.'it+++-r-+-_.,---+~,~.~.t+-,r---F---c:t:~...,..~r""oi~+---ttt,itt:1!~i-!-,-+--t---1Tt-!-+-'t-t-:--ir---t I! I I I I i IOH-lo.......~1-4--;---+Hl~l-ir-'-i--~!.-J.--~l++*~*~*---..._;;;::*.....~r--.- _:::!"'4oz~----,---r----t+...r.-r---+--4----t
......... ,. I I
I
; 1011+l1~+-ll-4--T----+H1i-;..;~~:..;...'.~:--+----l++~'~*~--~--+--+----+R~*;,~.;..::--::1~"',....:...-+----l+,..h-+--1-_....__,r----t I' : I i I II ! I I I
~ 80H.li.+...... ......
,-+-+------+~:~.~:-+-,-':~-..--~~.~i:-:-,*~,:~: ,--1--~++-o:*::~,\~":'...i-;~~~~,.....~..---t...... .,i' M-+-+--~----1
'I
'I I
l oa.1----+-*-*. .
; 5l ~,..;...*- I . \~ ' i :"'\. ~ i * ' ' I , I ii:
z 4(1 " . -,
- ~ercent c:n:>rsion Di-r:-- = 302 -- ,. o..._
1 ....,*
'I,,.,
.. '1--...*___'....,.'~lll-.'."I......,_';.*-__,...---1 l\....i I
, ............. ; I
~
... XIH-li.j.4-.j.....,-.,.---*~'TT""-r<-.-------""TT'.,..,..,......~.,.--..+---+l~f<!-+-f-;'*-~£~~---!+~'l~*..;;poQ..~l":-4.~i---f i'
I I I I I ! 10
. I I I 111 1 I I I 11 I I ' I I I
- I I i I I I l!'t!!I I 1111' fl !I I ... 1*11 I
?t /' 10 I \ ,(l ........
IRAIN SIZE IN MILLIMETERS BORING SAMPLE DEPTH SYM80L CLASSIFICATION MC LL PL C::-.4 0 Standard Grain Size Distribution - 10.1 20 16 Entire ~le c::-4 * - - Grain Size Distribution - MinnR No. 10 S-4 a Grain Size Distributicn - Minus No. lD without Deflocculation e PERRY NUCLEAR POWER PLANT (Rev. 12 1/03) Soil Conservation Service Tests on Lower Till Figure 2.5-136 (Sheet 2 of 3)
MECHANICAL ANALYSIS AAV C081LES tOA,.S( FIN( tOA .. S( SILT OR CLAY llllOIUM FINI U.S STANDARD SI EVE SIZE NO. 11t* 11 40 zoo I t-
... I f
I ~
~ I re- ~ I 10 I
-* ~
I
- I 1
r-c I I I
...z a:
\ l ,, ; I I I
!5C
_.... ' .,. I 29 o* I ii:
...z 40 ~
Percent Dispersion = __Q_ = I~ I I "'-- I I l'j
!O IS 20 I
*"~ ...... -,
I I I I ........ I I I I ..... ' --.. 10 I I I I I 0 I GRAIN IO SIZE I IN I MIWMETERS
~.I tJ I
\'!!
BORING ~AMPLE DEPTH SYMBOi. CLASSIFICATION MC LL PL c;:_c; 0 St-::mn~m Grain Size Distribution - 9.8 20 17 Ent-i ,.. s.-...1e s-s
- Standard Grain Size Distributioo -
M-1"""" ,.,,.. 1n s-s [] Grain Size Distrihutioo - Mi.nus No. 10 wit:OOut Deflocculatiai COllSLES GAAV COAltSIE FINI COAltSE M£01UM AN
,. .. , SILT OR CLAY SOIL C... £11t ..CATIO* IWITlll U.S. STANDARD SIEVE SIZE NO.
1)f" *O 40 200 IQO I
~I I I I I II I! I I I 1111 I I I I llill I ! ! ~ II i I L I I
'JO I 111 I I I I! 111 ! I II I I I I I I 1::11 i I I I II 11
- I
.I I I 11 I i ;;; I I ;;:1* I!!
- c
. I II ,I' I
., I 'I i- I .:n I
a IO : I iii ~ l I I I II '!' I i i* :, : I ! lll 10 I ~I I :;
~ !-rl.+T I
,_ I : I Ii I I I; I
- IO I -I! I I *I! . II i
~I i
- I *I. ! 11. I' !
- *I ISz -- I
'I I 1 ~
J I I I
!I :*. I I i
I I I I, ii: , I I I I l l 11 I I I!' I
... f j z....
11 I I :j I
*I*
I ;j i I::
;~-
11 I I .1. l I *l I i S> u I 11 I : I II: i I! I I 1"1;. I a:: I
- I 1,,
I : I I I
~
i I I I; I 111 !: ; I I I I I I I !. i
' I* l' . I IO I; I I 111 11 I I II ! I I I 'I* . I II 'I I I ft !! I I I I II !, I I I *I II I I II I I ! i II 11 I I I u 10 10 ti ~ill eRAIN SIZE IN MILLIMETERS BORING SAMPI.£ DEPTH SYMSOL CLASS IF I CATION MC LL PL e PERRY NUCLEAR POWER PLANT (Rev. 12 1/03)
Soil Conservation Service Tests on Lower Till Figure 2.5-136 {Sheet 3 of 3)
....J
....J l-o:
LI.I - - - ]I: -~ U> UJ ' t====t 1- '- ID
+'
er o I , I Cl> I LLI t---.-.-+--....----1 e
; : " j I *
- i ' ; : ' i ~1-----.----t I ~ i-r.....' ..,.i-1--*-r*-*~'9-T-i'--t-1' -r'....;.....,r-+...,---+-..-+--,,......* N _,.....-.-i-.-..,.....,.---11 ~
+
I : 't-i
. ! 'z ' : ; ' : ~ I i : ~I I : : I ! ;~-_,_.--r------11 2
~
fca I 0 lillll.1111:~ l I 1 w :z
> I l j !0 I I ~
j l-ca
.U>
o: z LIJ Cl)
- ~ ~ z a:: 0 Q I-ltl
~
oi:: I-z: (.) z 0 (.)
- z 0
I-
<c.,)
. ; . Q LL.I
....J 0
Cl) rn Q q ....J I-C) I-0 0 0 0 0 0 0 a> ID v N e HOIOOS !N3~Ud (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Dissolved Salts in Saturation Extract Figure 2.5-137
- i T: I I I 11 I I I; II ~
! I 11 I
/I! ! I
,,, j 1 ! !I I I ~ ! I i I I
en ' Ui If <[ z <[ <[ z (.,) <[
- c L) w 19~ .j **
- E
......... .a.* llJNI .. 1M~llJ.I
~ '-~- .-*---+-
-~. * . i .. . _ .
- :... 1--J--.Ll'
,,...'1'A-71_.....,--+-1-'1 I I 4-1-1-~.- .*..!!.
l I I I i I il'ii ilii I I i i l I i I I I I I
-i j( !j II \: i ~
J,MelJM 1.8 lllMIA 1H1=Yhl e (Rev .. 12 PERRY NUCLEAR POWER PLANT 1/03) Grain Size Distribution Curves - Chagrin Shale Figure 2.5-138 (Sheet 1 of 2)
! 18 I I I I
~
-~ I t !I l l : l, I
l I
~ 1
.. ~ I ! I
; i' l 1
., K i--~-
~~~f-1...,.-1---h-Jl-l-...J~i
~~+-!-++-1--h-~-l
- s
~fiiii-:~ . .,
- 1 t-+"'."-t--+-1--4--4-4-i-.-L_J !
* *I lai
- I,
! i~.
!!: I
*iI I
. *I
. I
~ I~; l~
IEi : ~;1 I, !i I I~ 1~4 tn en ~ ....I <( z 0 <( c ....I <(
;; ~
(..) z II
;. i
<(
- x: ! ~
- z::
i u LU
- E e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Grain Size Distribution Curves - Chagrin Shale Figure 2.5-138 (Sheet 2 of 2)
6
- SLAK I HG* TEST SER I ES # l 5 o SLAKING TEST SER I ES #2 Cl)
L&J ....I x SLAKING TEST SERIES 13 0 (.) ~ 4- TEST SPEC I MEN NUMBER c:J z
- i.i::
~ 3 Cl) LL. 0 2 0 z 0 0 20 60 80 100 SLAKING DURABILITY, %Retained SLAKING DURABILITY RATING VERY LOW LOW MEDIUM MEDIUM HIGH HIGH ~ 20 ------ ------ --....----- ---- *--. - VERY HIGH L&J Q z I-C'.) 10
....I a..
~ *';I ri' 0
0 30 60 85 95 98100 PER CENT RETAINED BY DRY WGT.(2 Cycles) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Wet-Dry Cycle Slaking Durability Test on Chagrin Shale Figure 2.5-139
TYPICAL STRESS - STRA IR CHARACTERISTICS Of SHALE 111 UR I AX I AL COMPRESS I011 S'ftl80L llOlllll& ** SMl'l.E DEPTH rd *n ULTIMATE Ul.TIMATE E, (Ft) (ocf) (") STRESS STltAI* (tsf
- 103) ftaf) (Jl
- I - 33 152 16'.0 16.5 302 0.50 a 0 I - 33 161 150.0 ** 7 ~2 0.50 102
+ I - I 12' *~-7 2.1 5112 0.91 53 ALL SAll'US EXlllllTED All AIRUPT lllllTTU FA1Wll£ I I I 500 1------~-+---+-----i---+--- ,,7,,.._+----~--....+--**h-<1'-,,..__+-__ ,:........7'-~*=
300 1----+~--+---+-~-.1---.;...j.--..,,1!-,--i~~~---+---+--~*.... *C.--~-~4----0:-.~----1-.................~
-~t-----+............ '..,."f-+--+,,--.....
I .
-+-----+--.:..,,,,~,1--~-----h--..f-- - -
-- -=i:**-.___.
f--_;.--+--+-:.~:..:-i--~*----+---n-~-+-_::-.::+/- :--- i...---+--__,..- ---* . * -.. _ - -.. 100 0 0 .. *2 .3 *" AXIAL STRAlll. %
.5 *& ,7 e (Rev. 12 PERRY NUCLEAR POWER PLANT Typical Stress - Strain 1/03)
Characteristics of Shale in Uniaxial Compression Figure 2.5-140
8 1.00 Q.
~
I
~
- 10 r...,...,.~,+,,.,..,.,""""l*=f="""".....,T=-7
~
a i 1.0 10.0 0.1 Ull IAX I Al COMPRESS I YE STREllGTH - Io3 psi e (Rev. 12 PERRY NUCLEAR POWER PLANT Deere-Miller Strength 1/03) Modulus Classification of Chagrin Shale Figure 2.5-141
----------------~----n*--"*--------------------.
HOLE No. 1-36 P2 cw,
~ 300 TEST No. 3 e
> TEST DEPTH 72.5 Ft.
'( d = 150.0pcf wn = 1.5 %
Pl = 1.0 % 100+--------------_,.---------------,~--~--,..----,~---r----.-----.,..----~ 0 8 12 16 20 28 32 36 ~o ~8 52 56 APPLIED PRESSURE, Pm (Kg/Cm2) llOO......--------------------...-----------------------------------, HOLE No. 1-36 P2 300 TEST No. ~ cw, e TEST DEPTH 80.0 Ft. (,,) E td = 1214-. 8 pc f
> 200 LU wn = 1.0 %
- E
- >> Pl = 5.0 %
- E
0 100 NOTE: E1 7 E2 FOR TESTS IN SHALE 0 0 8 12 16 20 28 32 36 ~o ~8 52 56 APPLIED PRESSURE e Pm (Kg/Cm2) (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Pressuremeter Test Results in Chagrin Shale Figure 2.5-142
I\
-:lit(...
PLA.U'T S.IT'C-
, 'l""l\J, ~~. k\,.. C,,.'?_:;>.O ........
N~e* L.---+- 1
---l~\:t::::~";,+:~:,.:;;::;:,~~_:.:::::'.:=:=:::::i::=:=:=::::'.:::::~'.:::".:t=:=:.'......---1~~=lt!-...:_...:_~=:_::_:::=.:_=.=:.::.....:...:::::::.:_--="-'-----4---"-__j_-'--~=-'-+=="--=~~Uj.~~-.IU~--=-----Js~o
\ .. .&.?Pen... 'TO'P OF' ~'"'1,6t,I,..=
I L........~.\,,\M\T
~t' ....CJt....., .....'T\Oto.)
SE;CTIQU I* I INDEX MAP J. r-1!~"i: j
?L.ai.~-r ~1-re
;:-.u.. ..all' h ...'?o~ I
*u~eu.Jo~
\)t..ll"'t
'l'OOM
~'""
SE:CT\OW 2*2
--:-*.:~01\l~ ~.:k':lv e
J)l.):I *z. P:_;,t.JT ~*-:"~
/ ~,'Jo, :.-2. '!> ..... to.o (Rev. 12 1/03) sso
.\Pf"'ltOJ.. TOP PERRY NUCLEAR POWER PLAN,T oc ~~\."l
.~ *-------'5<.0 c . .,,!iiOO SECTIO~ 3*3 sec TIOW 4* 4 Subsurface Stratigraphy and Excavation Sections (Preconstruction)
Figure 2.5-143 (Sheet 1 of 2)
31 ~ ~ ~
*~ ~
~ o..w u.
SE;CTIOW 5-5 n~ a _;J -!-' _:J ..:.J ...rJ INDEX MAP TYPICAL BS;:NC\-\ 01:-1,C....\\._ NO Sie.A.\....t:.- e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Subsurface Statigraphy and Excavation Sections {Preconstruction} Fi~ure 2.5-143 (Sheet 2 of 2)
_ LAKE
*l*l/'1 'rEsr f3<W;Nr;;S USE&I FOR
- .,;SM;c V1L<<1rY M.-,..s~~.-M6NTS 0 llXJ SOO~E&T
~!!!!!!!!!!!!!!&i;;;;;;;;;;;;;;i!!!!!!!!!!!!!!!!!!!!!Jliiiiiiii;;;;;;;;;il!!!!!l!lllB!l!d (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Site Seismic Survey Figure 2.5-144
~
"tJ m
;.u
- i'!
trj {ll {ll Ii ~ trj c.._.. ;:l ::x:i * .
- *;o **.
f-'* CD z (I) ._.... ~, - ..... l.Q rt Ii c (I) c: <1 ~~; Ii Hi 0 ({) Ii () 0 Ii r N _,, ~.Ill N a CD m I-'~~~~*'! l~Y ,.':i.,
<1> )>
tn I 'U ti "" I-' * :ti; *f f*.a.,. 'l
' t'e * :r!'...,,,.
I-' 0 t-3 "tJ WC ,.
.i:. U.l ::r (J1 U.l Ii ~ * '.L"r "0
(I) c <. Ii (/) :! .;,"Qf$*
..1.
*r,'.
11'*1 rt m rt*~~
;.u "ll\f -'-4/
\. .... ., *~
"'O Anticlinal fold and overthrust fault in Bedford formation on Bates Creek, southeast of Painesville.
z
-t (Reference 289)
r1j "'
~
r-1 Q)
~
r-1 (.)
~
ctl di r1j
-r-1 r-1 rn r1j s::
ctl r-1 Q)
...c::
.µ 4-1 0
di rn ctl Cf\
,.a co Q) N
...c:: QJ
~ cJ
~ r:1 ctl ~
Cl) Q)
<I.) 4-1 r-1 QJ d p::
...c:: '-"
rn Q) 0
...c:: *rl
~ ..c::
0 4-1 0 ()!) s::
*r-1 r-1
~
- l
,.a
..a r1j g
<lJ r1j 0
1-1 p.. Q) s::
*c-f
-f (J
-r-1
~
~
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Anticline Produced by Sliding from Van Horn Figure 2.5-146
0 O'\ N
<lJ
(.) p
<lJ H
Cl.I 4-1
~
..µ 4-1
*..-I
'"d r-1 t'd
*..-I
(.) t'd r-1 0.0 4-1 i::J 0 z H .µ d (1.) QJ H 4-1 E-1 N
~ ~
..0
~
u p H -M t:i::: t'd E-1 r-1 H
~
(1.) 0 s Cf) (1.) r-1 t'd
..aCtl
'"d (1.)
..0 H
E Ctl
-M
"'d 4-1 0
..µ (1.)
(1.) 4-1 Lt') Ul
- 3:
0
..aCJ)
Ul
*..-I
~
(Rev. 12 1/03) ~ PERRY NUCLEAR POWER PLANT Anticline in Shale from Van Horn Figure 2.5-147
I l I~
-a m
~
rt
- u l'T) 0 ~ !Al I-'* I-' CD I-'* z <:
c <: ::i c: 1-1
'° OJ 11> 0
(\) I-'
- i I-'* r N N :::i:: ::i 0 (fl I-'
(JI Ii ::r .........
£!::u I !j OJ I-' 0 I-'
it:. (X) CD
,, w Hi ~
11 0 m s :.0 z
> UNSY:t1METRICAL .ANTICLINE WITH BOTTOM LAYERS HORIZONTAL
-I
~ (Reference 290)
- Eight feet of shale are covered by 2 feet of glacial drift.
This view shows 3 feet of glacial sand and 5 feet of folded iron-stained shale having 3 well defined concretionary ironstone bands, 3 feet of blue shale with less folding, and 3 feet of e horizontal shale. (Reference 290) (Rev . 12 1I03 ) PERRY NUCLEAR POWER PLANT Anticline in Shale from Van Horn Figure 2.5-149
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Aerial Photograph of Warners (Bates) Creek Fault Figure 2.5-150
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Aerial Photograph of Hell Hollow Faults Figure 2.5-151
25
~-i-------~-f----------j_---N40W--j---------t----------1------
GROUND SURFACE ELEV. 1030+
/
ALLUVIAL DEPOSITS I *
..
- I
- 11 11 I ~
80% +SANDSTONE FRAGMENTS (1 -12 } MIXED WITH CLAYEY SAND *
, . ~*
20
)( t * * *
.J !!! 0 * !!! * ..
- c . '
!!! * .. 4
~
ce*x - x 0 Ille x x .!: <., o < x* c( 0 I c( -'*-' -'* < ** . 0 ~ 0 * .J ~ '*~. ~ .J tl
... 0
!Z* J ** ::i '° ce-~ ~. .
~*:::i .
Fl6URE : * - ** D 15 I ... >- ~ ~--- CJ IJ) ---c( *- *~ ti I-SOIL*RO~K CONTACT w c w u..
- BEDFORD FM -
10 FIGURE en
- r o en ~
~ ('!;' 5 I-'* CD
- i rt m
lQ () ::a --------~~~~;;~:;~~~~~
-* 11 ....=****:":Sl~LTSTONE~
~ .----
- r - - SIL TS TONE * - FIGURE 2.~-135
- E:
Pl 0 ~ t"1) Ii Ml !Al 2.5-159 I-'* (\) =Cl'::::::::=~= 2" ..............,,,, .. ,.,..........
- i z lQ (I) ti:::l <:
i:: Ii >: c: Ii ui n 0 CD Pl r ~ 0 n <: m - JOINTS IN CREEK N Ii CD rt °' )> BOTTOM N30E 8: NSOW /WEST EDGE OF WARNERS (SATES) CREEK Ul CD (I) I-' -2 I X' p.. ::a ......... I-' 0 U'1 t-3 !Al "ti w rv ::r 0 0 5 10 15 20 25 30 35 40 H n c X' =e Ul m FEET rt en ;a I-' t"1) 0 Pl '"O i:: (I)
,,r-
!-' )> (APPROXIMATELY TO SCALE}
rt z-I NOTE: WARNERS CREEK FAULT IS B MILES SOUTH OF PNPP SITE
35 jfl I - GROUND SURFACE ELEV. 960+ MAll..aLY RESIDUAL SOIL & DECOMPOSED SHALE 30
- --- -HIGHLY WEATHERED SHALE--+---
_.,. ___ -i--
--==
25. i-- BE_DFORD FMi (SHALE)::---
~~5 11 :.<~.*Y.~*
'r.w-"""'~'-""'""'SILTSTONE'
. * *...* * . * . ~. ~-~
'~~ _ ____;;:;;;;;;;;;;;;;"--- t"*z" BEDS HIGHLY WEATHERED-20 1-w w
u.. 15 10 5
*- CLEVELAND SHALE (BLACK) ::...._
_ I 11 - MASSIVE, BEDS 6 *12* THICK-
~-
0
----1-----..::=-
e
-5 0 5 10 15 FEET (Rev. 12 1/03)
(APPROXIMATELY TO SCALE) PERRY NUCLEAR POWER PLANT NOTE: FAULT '/Fl IS 7 MILES SE OF PERRUITE Sketch of Excavated Rock Slope Showing Hell Hollow Fault il Figure 2.5-153
30 I
----c
~~~~-t-~~~~-+~~~~NlOW~~-~-t-~~~~-1-~~~~
I APPROXIMATE GROUND SURFACE ELEV. 975 + 25 20 15 t-w w u.. 10 BEDFORD FM - J ---
-=---- ---
.:::C4f.'.r."'~Q~,~~~1 t _L - - - BE~D
==
FM - - -
--- 12*----1 CLEVELAND BLACKSHALE - ,.,";"<Y<£1::. 4 11
.s"mt,!',~1;~,!~
5 _ ..__ * * - - - -~ "g - ~LE+-ND BLACK SHrE-
-----..___ DITCH INv;RT AT TOE OF ROAD CUT SLOPE 0
-5 0 5 10 15 20 25 FEET (APPROXIMATELY TO SCALE)
(Rev. 12 1/03) PERRY NUCLEAR POWER PLANT NOTE: FAULT #2 IS 40 FT SOUTH OF FAULT 61 Sketch of Excavated Rock Slope Showing Hell Hollow Fault #2 Figure 2.5-154
20 I -..:::::::: I I I N2-0W----+------+------+---
~ . ..
. ' GROUND SURFACE*
0 ** '**G:) ... / ELEV. 950 +/-
~ ."* , .
15 ... .. ' ... LANDSLIDE & SLUM~ .:
.. ~
0" '** *. . <:::; ' ..
~'
*.'1 .:* ~ ."
a .. I' :a 10 t- s"~SILTSTONEm w I w LL - 5. en ~ (/) ;><;"
- r Cl> -a 0 rt m
~ 0 ::0 0 I-'* ::r
- 1 20% .J(
lQ 0 ~ M:j Hi :;o CD I-'* ::i:: z I DITCH INVERT AT TOE OF SLOPE lQ CD t2l <I i:: 1--' x c: ALONG EAST SIDE OF LEROY CENTER ROAD 1-i 1--' 0 0 (I) Ill ......
- i:: *-5*
U1 1--' Cl> ::0 ...... 30 35. 40 I 0 p.. ........ 0 5. 10 15 20 25*
...... ~ 0 U1 !11
-a w U1 l"Xj 0 0 FEET Ill 0 c ;><;" ~
I-' m rt (/} (APPROXIMATELY TO SCALE) 1--' ::0
.:ti= 0 "'D W"O Cl>
NOTE: FAULT #3 IS 60 FT SOUTH OF FAULT #2 AND 100 FT SOUTH OF FAULT #1 z
-f
0 0:: V'I Ow u._ ..J O< w :c
'° oO V'I
~~
I 0:: _J
- > Ul I- >
V'I w
-_J
~u
- Io(!
V'I
- J I-
- E ll..
...:u.. ~
- I 0
_J V'I
~ 0 o(! 0::
w 0:: w a 0 I-z 0 w z u J 0 0:: w J C> z 0
..J z
1::1 OOl 0 j:: u w I + I I- ll..
-w a.. w 1- 0
"'~
w"' I- ~ 0:: w l£ 0::
- E e
NVld NOl1:>3S (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Interpretative Sketch of Hell Hollow Faults Related to Slumping Figure 2.5-156
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photograph of Warners (Bates) Creek Exposure Figure 2.5-157
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photographic Enlargement of Fault of Warners {Bates) Creek Figure 2.5-158
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photographic Enlargement of Fault of Warners (Bates) Creek Figure 2.5-159
NOTE: See Figure 2.5-152 for Location. e PERRY NUCLEAR POWER PLANT Photographic Enlargement of Tightly Folded Strata at warners (Bates) Figure 2.5-160
Note: See Figure 2.5-152 for Location. e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photograph of Minor Thrust Fault, 20 ft North of Warners (Bates} Creek Fault Figure 2.5-161
(Rev. 12 1/ 03) PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Fault #1 Prior to Excavation Figure 2.5-162
(Rev. 12 1/03) @ PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Fault #1 After Excavation Figure 2.5-163
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photographic Enlargement of Hell Hollow fault #1 After Excavation Figure 2.5-164
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Fault #2 After Excavation Figure 2.5-165
e {Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Fault #3 Prior to Excavation Figure 2.5-166
PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Fault #3 After Excavation Figure 2.5-167
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Slump Area Facing South Figure 2.5-168
z
.:/ a..
0::::
<t u
- ~~
---w l-o
.z e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Photograph of Hell Hollow Slump Area Facing East Figure 2.5-169
~5.8 PSIG AFTER ~0.3 HR~
45 45 40 40 35 35 30 30 25 25 BORING 1-55 BORING 1-55 TEST N0.15 TEST N0.5 20 20 INTERVAL: 158 TO 210 FT. INTERVAL: 106 TO 120 FT. 15 15 10 10 5 5 e 0 10 20 30 o 10 20 30 (Rev. 12 1/03) ELAPSED TIME PERRY NUCLEAR POWER PLANT (MINUTES) Representative Records of Pressure vs. Shut-in Time Figure 2.5-170
0 BORING t-55 20 I GAS MEASUREMENT 0 Pl EZOMETER READINGS 40 60
\.
I 80
' \.
I-liJ 100
'\
I liJ I.I.. J: I- ~'\ ' I
- a. 120 Lt.I 0 \ ' \. GRAVITATIONAL PROFILE
\ '/" (YCtJ:0.433 psi /ft.}
\.'
140 \ '\
\
I
\ ' , PROBABLE PROFILE
\ (
- TREND 160 '
' ' '\
\
\\
180 \
\
\
200 0 10 20 30 40 50 so 70 80 90 PRESSURE (PSIG) e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Pressure vs. Depth Figure 2 . 5-1 71
1
.100 ELEVATION 570
({) 0 z 0 u w cn.050 0 100 1 200 1 HORIZONTAL DISTANCE
.100 1 ELEVATION 550 2z 0
frl(j}.050 LtJ
~
0 100 1 200 1 e HORIZONTAL DISTANCE (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Arrival Time vs. Distance Figure 2.5-172
;:;X;;Q* " ~ rr *~..c.
I
*~~11*
~-~00 L*"'-a .e.
......~~-+~~14~-+--~~r-~~..-~
--;~~
~~**~* ~-----:i-r----:-"'I.
l~~~~=-==~--+--~H-r--+-~~~-t-~*-r~*"
*~ ... -a~~/SK""..,,~
1------
..F-*r---~;---
I
~--t---t---+---."""'..,..,..,.,/t!ll;I::
Q'tlll.'
-+--+~-t- 1!;."!<:!¢'""*"*,..~ !:il~1'*"""'l'"$ ~"~"
--------~'-...,..-~,.......--.~- ~1!t:~'tr¢t"'V""ll~~....
!$rf (Rev. 12 1/03}
NOTE; See Figure 2.5-144 for Survey Line Traces. PERRY NUCLEAR POWER PLANT Seismic Survey Profile Figure 2.5-173
630 Finished Grade (El. 620 .+/- ) 620 CLASS C FlLL Et El. 615 ! 610 CLASS B Fill LJ1
- 1. 5 600
..; 600 "'- LACUSTRINE 580 LOWER TlLL 570 I~ SHALE
""""'"'~~~~rt-' - ,
POROUS CONCRETE 560 Note: As per section 2.5.4.5.S the backfill materials shown in this figure may be replaced with Controlled Low Strength Material (CLSM). 0 10 e SCALE IN FEET (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Backfill Section Figure 2.5-174
coeeus Sll..T OR CLAY FIN! J.6* U.S STANDARD SIEVE SIZI. NO. I
- I :t ~* - 4 10 40 zoo I
' '~
I
~
I
"'\ ~
I \. I
-- \
\. I i\ ;-::::...
"""- .. .. \. --' L I
- "" . I I\.
- ~~ii. '\.
rn I I
- \..:J ~
I'.. 20 I ......... -..""'"- go...._ 10 0 I QC)I Ii J IC IC 0.1 UJ GRAIN SIZE IN MIU..IMET£RS (!) - QUARRY - RUN,CRUSHED DOLOMITIC LIMESTONE
@- TEST SAMPLE e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Grain Size Distribution, Class A Fill Design Figure 2.5-175
Test No. Unit Dry Relative Effective Consol. Max. Stress Failure Strain Wgt.. (pcf) Density (%) Pressure (ksf) Difference t:f {%) oc (ksf) (crl-o'3) f CY 120. 7 85.0 2 ll.3 12.9
@ 120.6 85.0 4 31.4 9.0 CD 120.9 86.0 6 42.0 8.3 Wl'ES: Maxi.nun Density = 125 pcf Mi.ninllm Density = 101 pcf I
111 I:: a.= I i 6.L I
~
I N ~ i
~.=
I J A ' I
;.A' -* ; ~J
*/ ;
,.,. . /,
- o. .k::S:/='~J~:i!!::;:::;;;::::;::::it:::..;;::;;::::::;:+/-===::::::::+/-::::::t::=:+/-:.::::::::::::!:.::::::::.:::::::t::::::::=:::::t:~::;i;::::::::!:::::I o 2.0 iJ.o &.o a.o 10.0 12.0 111.0 1&.o 1a.o 1/2 c;,- +iii> tsf e (Rev. 12 PERRY NUCLEAR POWER PLANT Triaxial Compression 1/03)
Test Results, Class A Fill Design Investigation Figure 2. 5-17 6
1300..--~~~~--,,....i:::b...""""',..,._..~-r~-r--r-i~..,...,...,..,.,...r-~~-:--~--r~-:-~r--:---r~:-..l*~:-:-:i.~-:-:r:;::n NO. 2 12001..l---~_.:._ _..;.__.:__-+--~~~-+-..;.....i_;_~Q-jf---------t----j---~-!----:--'--:---:,-:-:--:-:1 I UNIT ORY WEIGHT 117.4 pcf
---*:-:'! DEGREE OF SATURATION 85~
. :::*. SPECIFIC GRAVITY 2.75
. L-~-i- -+- +: -. ;. . .;-:;>-~-+-+- . .: ~: . .-_._~-_-:_*- _*- :+:- - ~- .*::-___-it~~..!
1100
;J Q.
.... 1000
.J__ __;_ _ 10 '.. i i *'
- u
~ ~::~~::: ~-;:~~~
0 u:! ....> 900 0 if0 " 40 ps 1 * * *
- 1 ct j o d'0 = 50 ps1 : . ~ j 3: _J CJ et0 " 60 psi a:: - * . ... I
....ct:r: : : :: =i
*II *1***1 800
;' .. : :~ =~.
(fl
~--*----*;--~-T- *:--;*--*~ ;T:Tj STRAIN AMPLITUOE, 1 81 ("/ol u
0
..J LL.I LL.I <l 3:
a::
<l 105C w
- c (fl e
TIME. t lmm.l (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Typical Results of High Amplitude Cyclic Torsion Tests, Class A Fill Design Investigations Figure 2.5-177
--- *-. -* - ......., -* *--*- - -=:::.t::::.-.
--~
.:~----.:~:-.:: :.. ..
- =:====**
- :::.+:.=-.
8 ,_
.~-t~
- *- '--~-*---*** ..... *- . ----*-!'"' +~~ ..~:.~.;~
~- ~-.; : - -- : ~ - --.:. -*. : +/- ;,.aP""--:-=:1
~.":....: *-- _; __ .____ .. __ --***:$:- ---1--- *-'---* --.,_..__.Jllflll""':- ...
--,_.,...PL--<" ---:_._:~~~= *-* : =i
_* _,,,,__~::::-* ::....;~...:.t::::;::-~::J 6 K2max = 76 TO 921*,~:::--=-==**===========:r:=:=
- +------~.Eo---::_...,.
- -.:::...:~;___ .Jr, -- _._ --i----'----+- - -
. ...=.iiil!~+/-:::===t=:::r:==t:::::;::::t=-.-:.:....-:=*
<O n = 0.50 0
-:....-- ~*
-*----***-**-*----------1-_..,,.,,--rr.*---Tr--:'.,,,..C..~t-+--..--~---+:-*___..____.._. . . :. In =o. s2i--~-t----l---<---!
)(
4 +--====-*-_*::::_-_._--::========;;;. . .-+4 """_-_-_--;-.,...-2:::::3i'-;:=-;iL'--:!°.-t*.:::_-_-_-_-_:-_-_-_--t-;------*-=-t----_-:._-'-_-_-:...t--------'"=t-i-_-_. ...;..'----t-T-_-_-::...-_1--+-~ I- . -- --****--*-*--*-'-------+-"""""--*-~-:i---7tlfl'"'-------1-----i------r-~-
*- ::. : _.:::..:..~--:*-:::-.::-.. **- ~-*llr"~----l-,..,,,.~c-_,, _ _...,*,.lo.,-----;--- -----==r-=--'-;I
-----<'-----+---+-----r*--:-t----i-
* =*-:- ,,~=**--__.-Jt"'""'"--+---":A-:-~--~~-=--=--=--=--=--=-*=+t:_-:.-:.-:..-:.*::.-=---i---+--'----*l------+------t--r-""1"--*--li-1---,.---1
=-=--**"'*
*------------+---*-*--r-----i----+---+--.---,_..;.-
-:-:-: -*-:_---:-* . . . L:..
~- ~- -~ :/~--~-,/--+--=-=-------+--.
. _;, **- -~ .. ~----~-r-
./ --
_--_ --+--+-- _ ~--.--___,_.--+-- _ : - _-+--+--- _-+--_~--+==!=::=: CONFINING PRESSURE, 0"3 (psf) e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Maximum Shear Modular vs. Confining Pressure, Class A Fill Design Investigation Figure 2.5-178
GRAVEL SANO COBS LES COARSE FINE ICOAR!E MEDIUM l FINE SILT OR CLAY UNlf'lltO son. c;LA$SIFICATION $YST£ll U.S. STANOARO SlEVE SIZE NO. 4 10 40 zoo IOO I !ii I I~/ A / / / f'lii.! i! I i l I Iii l I I I l 11 i I I i I l l llf I l I r'<./ / / / n~,.._ I i ! I I : IH I I I I I I I 11 l I ! 90 i ~; I i I "11// ~ *;; L. I I i I I' i I
! 11:11 ! i I ! I I! i I I !
I l!i i ! ! ""1(/~ ., , ,f ?"\.... I I ..
. ; ! I I j It ! ! i i It i ; ! I I 80 y1. :
I ;ti I I I / / ,,, "'/ ~ I i I I I lit I I ! I iii i i I i
,...,1, v/ i/)"-.
I 70 I r.11 I I 'i.1, / / l 1i I : 1 ljl I : : I I I i lj 1 ; i i ! II! i i I ! j_ ,. I/ / .,... / '/,,1 -"'.. I! 1, : I i i 11::: : I 11: j I I i ; 6C l Iii I ! I ! \ I.Ii/ ~,, / ///~ j ! I!
- I I 1111: i I ! iI ~
- l ! : :
i 1:i I! ! I I ' V!..- 1,,, / / A / / / M.! I I i Iii *1 I i i i 11 I I I i t p- I I!! ! t I I I 11!v 1A/!/A//..1 Vi ~ ! I ! 1:11 i I I i ! Ii! l ! i I 11:* ; i I I Ii ; U / V A / / / /i'/, I 1t1 i I t1f11 : I I i ! I I !
- ! 111 I I I l 111 i* IXt/ A//...- I).' I.I/ l I 1,1 I i I I ! I! i i l ; i !
- I Ii! i I l i : i ! i i li I I " " / .... v. lA, I 11 I I i i ii! I I I I l 1,v LI'. *.,
v /\ I 1-z l !!! ! I ! i I II I I "'-/ _,. __ ...... ! I It I I I I; i : : i I I i l
"'ua:: 30 1111 I I i l I i I: ;, l '-.... 1, :/;, Y, I:' I i I I : i; I ! : ;
/
~ I ii: I* ! i I
! ! i ! 11 l I ~ 'j//,, A/X ! ill i I i ! ! ii I! l ! I CL. 2- Ii !!~,- (/ V/ '!.)\.. I lli !,, I I 11! if I ! i l fl ! I I i i l I I j I i
Ii ,. ! 1
- Ill I I I I
; i I I !II~ i / v7 v~ ' l ~I i I ! I I ,i ! i I ! I I I I 10 11:1 ! i ! i II I : .... c,,,:_7 V//,, r'boi.J..i I I I I I I Ii I I I I I I I I 0 I 1111 I I I I I
I i: ! : I 11 i I* ~/- 11 i! ! I I I I II : I I I I 100 10 1.0 QI 001 0.001 GRAIN SIZE IN MILLIMETERS NOTE: RANGE IS ESTIMATED BASED ON A RANDOM SAMPLING OF APPROXIMATELY 675 TESTS e (Rev. 12 PERRY NUCLEAR POWER PLANT Range of Grain Size Distribution 1/03) Test Results for Class A Fill (Bestone Quarry) Figure 2.5-179
GRAVEL SANO COBSL.ES COARSE FINE !COARSE. ME;)IUM FINE SILT OR CLAY UNll'lf;O SOIL. CL.ASSlflC.:lTIOfloo S'ISTEl' U.S. STANOARO SIEVE SlZE NO.
~* ioo 4 10 40 00
'1 I I ~ lrr'io-..L I i : I! I I I I I
! !I i I 1ll i II : Lj__
*n l I
90 I II I I I [A_..~ 11 j? ! I I !l ! i I I I: 11 I I i ! i I I ! ii I"'! Vi/,
- ..-1~ I 11 ii I I i ! I !I ! I ! : i i ! Ii ! : I l eo ! ti! II l 11 I; ! 11
! 1',: I! ! I I I i 1t! ! i i !
I ! I I I I; I I *:~.,,,... V/ P\.. I; j ; I I I i iii I ; l : I i!: ; I i I i I~ !! l I : II I I r
'\.. ~ /., .A. i 11. I I I lfl i '. I I l 11 ! i 1 ! ! !
70 l1i I I j i i I v . . .' / A i l Ii i I I I I !! ~ ; I I 11 ! i ! I I I
. ltl I ! I j
'V.//..1 ~: . l i ! I I I ! I I [!I I I I ! ; JI 60
~ I ! i 1:11 I l i i 11 I :
'{/// ~ I I I I I I 'I I i 1
- l i ! : i 50 ! Ill I I ! I I ! Ii I ! X / / ,.ii I I ! I ! i I
I I ii I! I ! ; i I I i' ~ . T
! I i 11 I !! j I Y/ i ! I I i 1: ! I i ! ; f I I i i ! I v 'II,./!;'
I Ill I i I! I I I ! ! I ti I ! ! ! It I !
- I i
. I I I I I I 1; i ;;1:
~
hI I j I 1! ; ; j r '/,. r\ I i i ! 11 ! I I i I j 1!1 I I I ! i: i ! I ~Iii VI.Al I I i !IT* ; I ! : : *I 1 : I I I
?O
*! i ! I 1: i ! i i I i'C. Vl/\. i 1 1* ! l ! I I ! I, I i I J
lil I I i Ii i I I l ; 1., ie"ViA I I fll 11 i I I i
'I I I i I I I I I ! ~
- i !yy;.,
' "' Iii i i !ti!: !1 I I ! ! iii Ii I i .i 11 i I I
I I I i I : 1:1 r I l ! ! I !' i i i t I ! .,I{ .... .JI... I I !I I I
! l I 1 l; ! I i :
10 l!i i ! i i 11 ! I I j I I l ,..._v~ 1111 I I I I ! !I 1 I I ! : 0 l!f I I I I II ! 1:. I l 11 I i ~/7 r,,;;i i ! I I I II i 11 i I : I 00 I0 1.0 o.~ UUl 0 OOI GRAIN SIZE IN MILLIMETERS NOTE: RANGE IS ESTIMATED BASED ON A RANDOM SAMPLING OF APPROXIMATELY 5500 TESTS e (Rev. 12 PERRY NUCLEAR POWER PLANT Range of Grain Size Distribution 1/03) Test Results for Class A Fill {Sidley Quarry) Figure 2.5-180
320 I MEAN9~%1 NUMBER OF TESTS - 6173 MEAN - 91.73 280 - ST ANDA RD DEVIATION - 8.83 - rt-'
- - - -I - ..._
i-- 240
-- i--
I i--
- I I
200 V> I-V> w - - I-
'I LL 0 160 .._
et: w - co ~
- > I .__
I z 120 I ..._ - I 80 - - I .._
-- I 40 -
~
I I
-I :~ ~ - '° °" "° N 0- M
..... '° """ r--. 0 co in 0- M 00 -0 M,......
00
°' °' '° '° M 00 N Ill ll')
...... N,... ,,.... C'll in co 0- I.I") 0- Ill Ill M .- II')
M co ...... 0 Ill M N r-, M in M -0 U") N U') ""I' M M .- Ill """ N
"""N I.I") "
N N N N N N N NM N N N N - N 0 I I I I I I I 105 110 110+ 75- 75 80 85 90 95 100 e 3 RELATIVE DENSITY (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Class A Fill - Field Density Tests Figure 2.5-181
140 135 130 CJ a. 125 tD c cu c c 120 115 110 105 4 6 8 10 12 14 16 Moisture Content, o/o (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Maximum Dry Density: 133. 7 pcf Optimum Moisture: 8.9 % Typical Compaction Curve, Class B Fill Figure 2.5-182
COBBLES GRA\IE.'.L SAN COARSE FINE COARSE MEDIUM FINE Sll.T OR CLAY Ul'ltl'l(O SOit.. CLASSlflCAflON 5nTl£M U.S. STANOARO SIEVE SIZE NO. 100
... ~* 4 10 40 2.00 Ii: I ~/Y//A' /:,Y .. 11 11 I I I I!! I I l
/ / //~ I/ /
90 I '1 i I I ~/A "17. "y /, / / / */ / V / //1//,1 :....~I I! II I ! : i
/
i .I ! I I i " l.J " .... /,1 / / / /
,,v /V/ ./
/
v /1/// v!A'il I t lj I* i I I I I I Nv..... " / / , ,, /,,/" 11'1,.r.1
"',,'.J /
90 l *, l I I I I / V/ //,1 ,, I ; Il I I I i I I I
/,, / / y VI/ V/ /r / " "ii l; 1~ i I I I I~ I I I I
! I ii I i II i: "'*"'
A'/ v / / !/ _,, // VI ~
*/
I I i I i I! I I I I* Ii I I ! I
- o I h I. i I I 11 ...l / YV / I// / / ,'1 11 l I I 1*I II I ; :
-- t jl I I II I I I """"""" 11 ~ / , / / // !'I I! I I I I I I I I
I Ii I I i I jl I ! : ........... :...£ /,, .. l'"i Ii I 111 I i ! i I
=.- I ;I ! ! I 111 ! !, ! l i 11 I *~
,iooiG l I I Ii I I I
-- ! ~ I I I *l 1 j :* I I ! i I i ii i i I I
! ,11 I I I I I 11 ! n I ! I. I I ! 1-. i : ! I i II ii I : : ! I
~
i c l I l ! 111 ., I i
'I
; ; l !1 I : i I i I!! ; i I 30
!1 ! ! ! ? ! 111 l :1 I ; I! ! ! I 1 Ii I i I I i 11 i' ! i j 111 Ii j l ! , , i Ii ; I 111 i ; *1 ; : i II i i i ~ ! I 2.C H I I I i :I I! i ! Ii I ! I l*I ! :
I I I j I i I I!! I ! i I I It I I i I I I I '* i I I I I ! ! I j ! IQ I It ! I I i I I. li I I ! ! ::1 ! I l l I I! ! I I I I I ij I t I I I 1 I ii I I I : ! I !ii I ! i I I I : i ~ I a q I! I I 111 1: ; I I 1. I ! I I ! i'.! i i ! : Ii I I I j I 100 10 ID 0.1 001 0001 GRAIN SIZE IN MILLIMETERS NOTE: RANGE IS ESTIMATED BASED ON A RANDOM SAMPLING OF APPROXIMATELY 200 TESTS e {Rev. 12 PERRY NUCLEAR POWER PLANT 1I0 3) Range of Grain Size Distribution Test Results for Class B Fill Figure 2.5-183
80 NUMBER OF TESTS - 380 l)EAH 95.43 MEAN - 95.43 70 ... STANDARD DEVIATION - 2.33 66 62 60 - I 53 I 50 I V) t-V)
- 44 w
t- I u.. 0 40
~ 37 w
co
- I 34
- f z I 30 ...
27 0 I-' OJ I h:j 0 (/) :XS I-'* (I) (/) CD lQ < c ~ tll 20 .... 18 Ii ...... I-' I CD rt h:j
'<! ...... N 15 N I-'
t-3 I-' 13 lJ1 I-' I CD I ...... 11 I Cll 0 I-' CXl rt w Cll h:l
~ I-'* 10 CD
... I I-'
p... I 0 I 94 95 96 97 98 99 100 100+ 92- 92 93 3 MAXIMUM DRY DENSITY {MODIFIED PROCTOR)
~
0 I co M z I 0 N Vt f:: I- < Vt UJ w I-u..
.,.,~ 0 0 0 0 0
M 0::: 0::: w I < N 0 a> z z
- s < <
- J w .....
z :s ..,, M
-0 T
I-zw I-0
.- z M
0- a i.e Ill u w
~ Q:'.
z ::::> w I-
°"
N CJ') Ill
~
0
- E
~
'q" OJ 11'1 N
0 I I I I I I I 0
..,., 0 e
0 U") N 0 M S.1S31 :JO ~3aWnN (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Class B Fill - Field Moisture Tests Figure 2.5-185
- - **-0-. PIS?0"""'8a.....,.;..,,__
-.-~ .....
N ...... 91*--
....--./ T"'\... !<~
..----~
M .. 4 ..99' 11,4CM>S.
~**
SO,OS'llAO .....11.84
............ so..-. .. 1'4.'hlO
_.,- I I 1\1 1
'" t I
~ ~~ \ \
-.-- .. ' . '10 1 t
...-. \ ' l l
........... 'I 'I 'r
~ I\ s,..z..... \ \. .! ....... \ l
\
Al!l,'loaU 9;SOS.*...
. . . .2'115"1 9;4&aM.
*7
*a1Qa.1.
_ ...1;.'t
'lll**UI 000
...,_T..
~
$-"9' ....'I...,. *
...,_ll!I ..........
e-._
*~..... 4-
-.~
.......,0$
't;klS.tl&
l
....... 40 4'>.*10n
......'I.ti
'9,'14480
*~
*nt'1\
......U.t'I*
1'11.101
.....4.,..
..s ..... ..*** w
..., e.,-o
.,,,,_.,~-
-~9$ ...,..0 5TATIOU
._. . l-*-'\44*-,
. F1trt,liM&o (f=tNA\-\ 6RADe
-r---;---r-'"'--.
l - - _____ ,.__
*------De llJHlllCU
- l-_ 111' ___ _
ftjft--~ __...-,u..auu"-
~
THIS DAAWlNG SUPERSEDE$ Dlit.-..WIWG. e.-144*0\I TY?\CAL P1e'ZOMETER. ~ (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT
)
Locations of Permanent Groundwater Observation Piezometers Figure 2.5-186
PIEZOMETER .E-3 610 609 608 I- .:. L&J 607 uJ 1..1-
- z:
0
- 606 I-
<t UJ _,J 605 w 604 603 602 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 1 of 34)
PI EZOMETER E-3A 606 605 604 603 602 601 I-LIJ 600 1.1.J LI..
- z:
599 ~ I-L.tJ ...J 598 1.1.J 597 596 595 594 593 592 19~ 19.26._ 19.IJ__ 19...m_ 19~ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 2 of 34)
PI EZOMETER E-38 608 607 606 605 tw LU 604 u...
- z:
0 603 I-UJ ....I 602 UJ 601 600 599 598 597 19.22.._ 19...!.2._ 19.l.1__ 19__:rn_ 19.ll..__ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 3 of 34)
PIEZOMETER E 613 612 611 610 I-LI.I 609 UJ LI.. z 0 608 I-l.JJ ...,J 607 UJ 606 605 604 603
~f~illfJJ~liJ~~i1l!IJ~~~-~~~1J1fJ~j~J!~i1l1Jl~*i*~*i1J1Jl~I~
19...l.L_ 19-1'..L 192..L_ 19-1.!L_ 19-2.L e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 4 of 34)
PI EZOMETER E-5 614 613 612 UJ 611 L&J u.. 610 ~ UJ -I 609 UJ 008 607 606 J~iiilfJlsjJaj*~1l1JJSINi!*iflfJJ~liJ~~illfJIBliAi*11JfJIBll 19...1'...L_ 19-1§_ 19_12_ 19~ 19 J:1.__ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 5 of 34)
PIEZOMETER E-6 616 615 614 I- 613 w w *; u..
- z: 612
~ I-UJ GI I w
~
610 609 608 607 19~ 19-1.§_ 19~ 19-1.L e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 6 of 34)
PI EZOMETER E-7 616 615 614 UJ 613 LU LL. *~ z: 0 612 <C LU -' 611 UJ 610 609 608 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 7 of 34)
PIEZOMETER E... 7A 617 616 w 615 L&J IJ.. ~ 614 -cc L.IJ -I L.IJ 613 612 611 610
*~*tll!JJSl~J~liilfJl~lfi~~jlJlll~j~~~-jf)fll~l~aij*llfJIBI~
19-1.L 19-1L 19....Il_ 19....nL_ 19--1'..L e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 8 of 34)
PIEZOMETER E-78 619 618 617 616 615 614 I-UJ UJ 613 z:: -I-0 < 612
- > ~.
u..t ....J-UJ 61 l 610 609 608 607 606 19-2.L 19-1§_ 19...11-.... 19_ll._ 19.J.!L.. e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 9 of 34)
PIEZOMETER E-8 615 ti LLJ 614 u... ~ 613 I- ~ 612 LLJ 611 610 609 19-1..§_ 19--1.L 19....11.._ 19_N_ 19--1'..2_ G {Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezornetric Readings Figure 2.5-187 (Sheet 10 of 34)
PI EZOMETER W 615 614 5 - 612 I- ~ 611 1.1.J 610 609 608 A~-~llfJJ~liJ~~lll1Jl~liJ~~~lllll~fia1~iilfJl~l!*iiil)fll~I~ 19~ 19....lL 19-2.L.. 19-1L 19._U_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 11 of 34)
PIEZOMETER W-5 615 614 tu l.iJ 613 u..
- z::
0 612 ~ 611 LIJ 610 609 608 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 12 of 34)
PIEZOMETER W-6 616 615 614 I-LU L&J u.. ' 613
- z:
0 I-cC 612 UJ -1 u.l 611 610 609
-~~flllJl~J~i~iirl!JISJii~*jf)fJISjia~JillfJIHl~i~~~flfflB~~
19-1.L 19-1.§._ 19....11._ 19-1L 19-1.2.._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 13 of 34)
PI EZOMETER W-6A 616 615 I-LU 614 LU u..
- z 0 613 I-UJ ~
....I 612 UJ 611 610 609 J!iillfJISj~i~*~1lfJl~IMAi*i1JfJl~liAi*i1l1Jl~jiJf .illfJl~I~ 19-1.L 19--1.§_ 19-11._ 19-1'.!l_ 19-1.,L_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 {Sheet 14 of 34)
PI EZOMETER W-6B 615 614 LaJ 61:3 LaJ LL.
- z 0 612 l.&J ~
...J 611
~
UJ 610 609 608 i~ij1J1Jli~~A~~-l)IJl~l~J!.illfll~~ii~~illlJlgl~Ji*~1l1JJ~I! 19--1'..L l9.2L 19-11.._ 19-2L- 19.....nl_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezornetric Readings Figure 2.5-187 (Sheet 15 of 34)
PIEZOMETER W-7 614 ~ 613 LI-z 0 612 LU ....I 611 1.1.J 610 609 i~ii111r1~*~*~1i11111~1~*~*i11111~i*J~~~1111l~J~*1~1111r1s1~ 19-..!L 19--1§_ 19.2..!_ 19-1L 19-lL e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 16 of 34)
PIEZOMETER W-8 616 615
~-
614 I-LU LU u... 61.:3
- z:
0 I- ...ct 612 UJ _J UJ 611 610 609 19~ 19-2§_ 19-21._ 19-1§_ 19-lL e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 17 of 34)
PIEZOMETER S-3 614 613 1-- w w IJ.. 612 0 I- 611 UJ ....I UJ 610 609 608 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 {Sheet 18 of 34)
PI EZOMETER S 616 615 614 I-l.U l.U 613 u.. z 0 I- <( 612 l.U -1 l.U 611 610 609 608 J1ii1l1Jl~*~*~*j1J1Jl*1ii~~illfJJ~iti~~i1ltJJ~~iJiltlJ11Jaj~ 19...IL 19....lL. 19_.IJ._ 19.2L 19--1!l_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 19 of 34)
PI EZOMETER S- ~A 615 614 ti LL.I 613 u.. 5 612 I- ~ 611 UJ 610 609 608 J~li1J111~iii~~i1l1ll~ji~~~i1l1Jlsiii~~*1l1tla1~ii~illlflal~ 19--ZL 19-1.L 19 ......11- 19...1.L.. I 19..29._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 20 of 34)
Pl EZOMETER S-14-B 615 614 613 ~ u.t u.. 612
- z::
0 I- < 511 u.t ....I LIJ -* 610 609 608 J~*i1l1JJ~J~*~~ill!JJ~iiiii~llfJJ~i~i~~i1l111~i~ii1jllfJla1~ 19-2L 19-1.L 19-2.L_ 19__li!_ 19.22.__ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezornetric Readings Figure 2.5-187 (Sheet 21 of 34)
PI EZOMETER S-5 619-618 617 616 615 I-UJ UJ \.I.. 614 z: 0 I- <C 613 IJJ IJ..I 612 611 610 609 608
~~i~i!~1f8~~~~iil~~1ld~~~~~~ili1ldl~~!~!iltfJg~~~~j~/!itJg~~
19~ 19_li_ 19__:r:z_ 19....rL 19...2.9_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 22 of 34)
PIEZOMETER S-6 622 621 620 619 618 I-I.LI 617 UJ u. z:; 0 616 I-w 615 L&J 614' 613 612 611 610 19~ 19_LL 19...I.L 19_la_ 19_L9_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 23 of 34)
PIEZOMETER S-7 62.4 623 622 tu 621 L&J s 620 I- ~ 619 LIJ 618 617 616 i~i~1111l~tiii*i11111~1~J~*~1l1J1~1~ijii11111a1~a~~i11rr1~1~ 19.JL 19_!§_ l9_JJ_ 19.....l.L_ l9_ll._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 {Sheet 24 of 34)
PIEZOMETER S-7A 622 621 I-Ll.J l.aJ LL.. 620
- z:: ~~
~ 619 I- ,- -cc UJ 616 LLJ 617 616 615 i~~i1!1JJ~JiJ~*i11111~ixa~**1l1Jl~i~i~~*1J111~1~*~~111111~~i 19_n_ 19_lS._ 19.....I/_ 19_za_ 19---1.9._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 25 of 34)
PI EZOMETER S-7B 624 62: 622 I-LL.I 621 :: UJ I.I..
- z:
-0 I-620 LU LU 619 618 617 616. 615 19 19_1.6_ 19_:u_ 19_za__ 19-19...._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 26 of 34)
PI EZOMETER S-8 628 627 626 l:i 625 UJ I.I.. ~ 624 I- > _;: .~ LU -1 623 UJ 622 621 620 19.-1.L 19_ll_ 19.J..L_ 19--11L- 19....IL.. {Rev. 12 1/03)
~ PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 27 of 34}
PIEZOMETER N-3 603 ti LIJ 602 u.. ~ 601 I- ~ 600 IJ.J 599 598 19--1L 19..If__ 19-1fL_ 19....l.L 19.JiQ._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 28 of 34}
PIEZOMETER N-q 604 603 I-u.t 602 UJ LL.
- z 0
I-601 UJ _. 600 UJ . 599 598 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 29 of 34) ,
PI EZOMETER N-tU 607 606 G:i LL.I 605 u..
- z:
0 604 tc IJJ ~ 603 602 601 600 l ~ ~ ~ i ~ ! 11 ~ ~ ~- ~ ~ ~ ! l l t 118 ~ ~ ~ ~ i ! l ! 1 1! S ~ i ~ ! i i l ! ! 1lg ~ i ~ ~ f t I l i' 1l 8. i ~ 19-1.§_ 19.2.L 19 __TIL_ 19--ZL 19-8.Q_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 30 of 34)
PIEZOMETER H-4-B 604 60.J 602 601 I-w 600 UJ I.I...
- z: 599 0
I- <( UJ -I 598 UJ 597 596 5oc. -! 594 19-1.§._ l9__"CT_ 19.-1'.JL_ 19.-N_ 19....a9._ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 31 of 34}
PIEZOMETER N-8 608 607 t-L.IJ 606 LL.I LI...
- z:
0 605 t-LLJ ....J 604 LLJ 603 602 601 600
-' . *,.!!,..,;,a_,,,;lol: :a:§.>-!~!<L->*
I~1~!~i~i~di~~!~<~~~<~~i!4~2<l~~i~a~~ll~:~~~J~~~~~!~<i~~iA~i~ O:.ci:i':S,"'l!-2'>>'5.->*** .. "'~.J!:>oil'Q...i
- e '"a""J!.J>.,.':i->.i 19~ I 19...LL 19.....za_ 19-1.!L. I 19__.aQ_
e {Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 32 of 34)
PI EZOMETER N-8A 614 613 t-612 611 610 tu' UJ 609 LL ~ 608 I-UJ 607 UJ 606 605 '
~
604 603 602 19-1'..§._ 19-1.L_ 19-1.L 19-1.!_ 19_§Q_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 33 of 34)
PIEZOMETER H-88 6*6
-,15 014 613 012 I-t..U 611 uJ 1.4..
- z:
~ 610 l-c;t t..U ~ 609 '. 608 F..07
~.)'5
'505 iJ~lillf113l~J~llllfJlaJ~l!jll1flJgj~Jf~Jf)fJJ~l~l~IJllfJJ3j~
- 19-1.L 19 _ll_ 19 --1.!L_ I 19___I;L_ 1 19 _[Q_
1 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Observation Piezometric Readings Figure 2.5-187 (Sheet 34 of 34)
I:.
- I E*b E 3 1:. 4 E *!:l f:.*6 OIVE HSION uHIC.INAL GHuUNU :.11HfA1.t 620
'-. l./.--------- -- *----- .
\
----,, _... /.-"G~~;;;~;f:c~ ~--- ~ -----------------.,-i
/---r-t--*~----*-
" 79 /------------------.,- --*
~-1\/ g / GRt>UNOWATEH LEVEL GdS - .
t:IO
,/~
1'1.ANI
"" (
f.XCAVA[IUN
- l ACUSTHINE SEDIMENTS**)
I 600
.:./..
/
1115' l /
- .. ~90
~ (~UPPER TILL)
I 580 I
--====
\ LOWER TILL) t%]
~ 570 c / ti -- --- --- -- - - -- ----*--- --- --- --- --- --- --- --- --- - CD Gl Ii I' N 0 .* c 7J ( SHALE)
- i (I) 560 tn v.
I 0. <: ~m@; DATE v ~ PIEZOMElRIC I-' ~ PIHOMf.IRIC LEVCL .f!' OATE LEVEL IH SUALE
'1> I K LOWER TI LL _,,
Q) Q) rt (j) N l
? PIEZOMtTEW TIP ti e,50 (J) tO I-'
- r (j) ti ........
CD 0 0 0 0 0 c a Hi 0 0 D 0 c, 0 0 0 0 w (J (J 0 0 a cq rt 0 0 0 0 .., <J) ...C.* N
..... r-. m er. <"l "'c_:i ~* i:?
af d <? I-' I-' d ci '! z. CD °' °' (/) 0 t AST ftliJHlllNAl E ~ Hi tJ::.
W*R W*7 w6 W*5 W* 4 GRADED SURFACE f>20 ORIGINAL - - , _ _ _ GROUND SUllfACE / ---- --------- /' 610 GROlJNOWATER l.EVEl I?..'?" , ~'i~~a -... ( ( PU LACUSTRINE SEDI MEN rs-) ,.,.:~:.o) soo
//
~- /
....., 590 lu-:: TlLLJ-- /
z 0 /
<l 580 hj
~...
...... (LOWER TILL--\
lQ ) s:::: 570 H G) CD Ii l\) 0 i:: ::x:i - - - - *_L_
- s (!)
01 I <l 560 I-' ~ Ill co I-' co rt CD N Ii lSHALE) en 55(1 ro I-'
- r Ii .......... r CD 0
(!) 0 rt Hl w
...... 0 0 0 0 I-' N 8 . 0
~* 0
* ~ ~ g g ~ g g 2 g N ai m m'" qi m ro... iii rri ui t1\ 1Ti rrr (1)
CJ) 0 EASl *:ooAOINATES Hl
~
~
z<1 4> _. \ I
.... I
?ii ir I
\ I I
I I 0 oo~ia11 iii 9~ 00'9* I I
~:::
N I .... I I a: oo*ta* c
~\'
~ z e'
~'
i z
~"' I
... llJ '.
I 0 N 0 :t '
~ u: Ci -' ::::!
I OOl'et> I ~ UJ -'
~
I/) I-I- I 10 llJ a:: z a:: llJ c(
~4 ~
llJ l:
.... II,. (/l 0..
,~
1-3
~ I/) OOO'Eh z ::>
- > (.J 0 c(
a: -' I I I 006'..!.1' a:J u, I I I 00911' I 0 0 0 0
....0c.o iO 0
'° "'
.n "'
.n e
J.33J NI N01J.1't.313 (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Groundwater Profiles Figure 2.5-188 (Sheet 3 of 4)
N-3 N-4 N*B ORIGINAL GROUND 620 SURFACE I ---,,,.,
--- ...... , .)-'
\
GROUNDIWATER 610 LEVEL 10176_... /LAKE ERIE BLUFF
......... ~~c.:RVICE WATER PUMP HOUSE /
/ I0/70
- SZ...\IOl7if-....._ ...... /
EXCAVATION
<...EST. '-,,
ESTIMATED)', 6001 \
) \
~ - p~~~~---*°" J~ /
590}- f -- I (UPPER TILL) t-w w LL I I ,___ LAKE ERIE 560 z* I /' 2 I- I
"'>w
..J w 570 (LOWER h:J I-'*
lCl s:: Ii G) (!) I'; 560 (\.) 0 s:: ~
- - - -------------1------- /
Ul ::s I I-' ~ Ill 00 I-' CD rT ([) (\.) 550 Ii c;;
~
CD tCJ Ii I-' (./ CD 0 '0w rT Hl I-'*
,::.. I-' 540 CD 0 en H-s ...t 0 0 0 0
.s:.. 0 0 0 0 00 0 0 0 0 0 0 0 m 0 0 O 0 0 'It. ~
,., 0 ~ ~ 6 I() t()
530 I() 10
- ~
q fil
¢
§Ill aIll
~
Ill Cf Ill ltl NORTH COORDINATES
-=to
-.:.:~~-~ ~
I I
' T
~.*-- ~:=-~--~-~ ~ a::: LL.I
-=--=--
11113
- LL.I Q..
~ ,
i--~__;1--~~~~--t~~-"!"---;,~f-,;-~~.
. 6.... ~-+--~~-+-~~-l-~~-T--~~-t-~~~~--;
~~~~...;.....~~+-~~-'-~~-!--~~~~--i
'--~~1--~~~~--f,~~-t-f'--/---t~~-:, 0 ~-+--~~-J....~~~,~~__;~~--t~---'"~~-;
- --~~1--~__;~~--f,~~-+,,,ryrf--t~~--
I I 17., g: ~~~~.~,~~--+;~-.__;..-r-~~-t-~~;-~--t In.~~.,~
--*.. *-~
~~
-~
.J'
*- =t I ; I I ;
i I I I I ! I I 0 0 0 0 0 0 0 w tO ii;;t rt'). N ci 0 0 0 0 0
.oz I op .o SS3li1S e
OllV~ {Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Number of Cycles Required for Initial Liquefaction Figure 2.5-189
CYCLIC SHEAR STRESS, (ksf) 0 0.8 1.2 1.6 2.0 0 620-I LO O>
.....0 r--------:--:--~~~~~"'-~'.~"'-ie".""-:"""11"':".~.-:-+--------:-,~:~i~-1-.:...--------,-.;__-+-.;.-:----,....;.--.:....:-1-10 610~ I "'"' * ""'< i I i *I' ! I
'\~i *"'I,. I : t I: I!
"" i I"\. I ! ! I I ! I : I
~'~ ' : I '-: i
~ I :
* \.'( "i,. I ! I ' ~ ! i I I I:
! '\. ... ' \ I ' ,. ! :
II !.:\..~ i : ,; I*: I ! l '. 1---.;_-:--:---t~-~_;.*_~~ ....lr-~~."~*~~-!-.;....'~*"',,_~.-~,....;.....j...~l~l....:.____!.____~_.;..~1~'_;_.;___:.,--:J.20 600- .\. \ I i ' '-i ' I i ;
- 1 *I I'
< J
,\ '
, '( ,
I "j I * .\; i
,f-":....;..
- I I
__*_,__,__..i-'-1..;...I i i I ' I I
..:,....._...;___,j_--'
I I I ' .\ I ; ". ' i . I "0 *...-*-'....----+--'...;'i.....i.....:....-'-'...;_-~ I I 'I 'II. I '\ *, *' ~ ~.,
- 1---""""!-t"-:--:-t-~+--r-+-'..,._~1~:-j.l~~*~*~:-:.:'-'.:t._-f"-:t:t:~~---.-:---;.....-+--,_:...,-,,.....,~,;.....;.-;.._--1 I l ! : I : : : : ; y *: : '{' .;. 1--t---'--.,..*_'-...*...,6'_.-::.:::,-.1,_;::;:=:. ~.:-=~:*~~j=:~=.;_l=:
. ...*;::=::~=::=j4-30 590* I : : ; : : { ! \l \ . ' . 0 L-T-'-..i--:o..i,,...-,!---:-';.....i.--i.'....;....:I_....!_.;._*:......;.'-1
; , : I ;\;'.; ' *"-
- V.. ..,.'-,-',-,-....t--',,--+-'"-1....;..:-:_,..,..;__.;,....;l~l-1 I I* I ! I I I \: : * ;-\ ~ .. : .....---.----,.....r-,;...i~~,....;..1...;,-..,.....;,-.;.....,,0......:.,-"-1; I I i I *'-1 I I . ' I ! . . "\. . I i I l I I
- I ! ' ! I ' ' ' \ i ; I 1,1 I l i i t I : ' I I ~
- I '
I I I 1 \ 1 "! : , "\. i I ' 'I
- I 1 I I * \J \ * , I I I
- z: 0 I I .. 1,1 : i It It I.
0 0 1-------'--:-'-----t--""'.""-:---..,.*-~*-:-;~.-+1..-..,.....,......-.,,..~*\~.!_\~,.--.-!.4-~;~~:........:...'"""",....!-:.....!-.j...;-!....:.....:..___...;_...:_--1..40 :c I- < 580- II 1 ./'!\111 'ii :I <I I-Ls.I IO ~ :--: ' : _,.; \ : - ; \ ; I I ' I i ' j ' ' ' I : I ! f I frI 0 Ls.I 0 II FILL~~~,:;';\ ", " ,, , 0
- .:: ! 1 " I j \ ( I\ t j I ' i I f I I 1' t l I; I ! t 570 j j I ! I
- i : I i I I I I I ti I! ! I ; i
- j I I I I I 1 I I I' I I Ii i J ! l t 'I I I i I I I I I I I I Ii I I
- i. if I I. i i 1 I 1 Ii I I I j_; I ' I I :
- Ii I I I I I 1-----~--~"'.""'"'-t'---......;--'-~~:...-...1-~'--'..;..__;....;._:..~i...;...*...1-~'~'1..-....:....--l:....:.i__...:_i......,,_;..,~:~:-,1..-...;...~;-;_i..150 560*
~ "'
SHEAR STRESS DEVELOPED Ii I I 'i I C) I I 0 SHEAR STRESS REQUIRED FOR-:----1 0 f If' (,Q co UJ
...J d INITIAL LIQUEFACTION
- c ...: ; I I I i.
Cl) u 1------------~~:------~~.~,:-i-~--~--;....,..~-+-~.~;-.---.---_;_---+--------_...;....;-;.,..+.70 CL 550* N I 1 I I
. I
'i in I I I I I I. ' I I I I ; I Ii If I I! I I t: l I 1 ! I I I I I I* I ; I I : I 1' I
'-------------"---'--------*;-*_**.!....*:-... ~---~*........*-*:....;.*......_:_...;1_*______,__*__.4....;...._'~'-'----........*.....:.'-1 e PERRY NUCLEAR POWER PLANT (Rev. 12 1/03)
Cycle Stress Developed and Required for Initial Liquefaction in 10 Stress Cycles Figure 2.5-190
RELATIVE DENSITY. PERCENT 0 20 40 60 80 100 620..r.----------+----------+----------+-----~---r----------t
.... . .. . ...*1.. ...
615-'"-~~~~~f--~~r-~-f-~.Z..-~-r~t--*~-::-T"'--r-t-~~~~--1 1: :
't .
*I ** * **
I * *
- I : . **. :. . *I .
595-1-~~~~~~~~~~-+-~~~~-1-1--~~~~-r_;;._~~~--; FACTOR OF SAFETY FACTOR OF SAFETY
= I. 0 = 1.2 585..1.....--------*'---------'----'-----'-!---------*'~------.....
e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Liquefaction Potential Analysis of Lacustrine Sediments Figure 2.5-191
f o I .
- 1 I 11* al 1, I IO *I
; f
"'cu h
~f ..!\i ~i ~ *1 N~
~~ I ti! N'
- i!
-~I 1.
! p
-~~ I * *I*
~
~
5i ; i !ll iii
~-!~
~
I. . i I
- l. i I I
~_;_~ -*-,-:-.-.-~- ~
I 1-'---'--+-'l--"I: i;:r it
~= I I
- ii uA i r . I
- j. I' ~
~ ,;
I
~ll i* u
- ~
- !i :::
&~!
,___.-'...,:-t__.._,......,..._ __._,.+-+'--* ___..J....
.~
- 1 1-~-,-1-~--L-~---l+--~-----'
~
'! ** t I 0
~-~* -~-_,_~~~;;:
.~
___ _:_*----H. *:::. :*:'*t**-*: :.
'."-_-_- -----~'.: -~ :=_--'.-. ~,--."Tl-fl-.-.'---...;--T-!-i-.,--'---i:c-*.:-.7-'.-----i*~.,-1;...;..:_+...;.__:J_j_JI!'-*-.*-~
I I. : . -~l~~== I
; t 11:
I I
' I I I
'I' '
- 11
. I *1 r
'I e
S3H:lNI - NOl!VHHO:l30 30V~9BOS (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Time-Deformation Analysis for Reactor Building Complex Figure 2.5-192
EL. 619
* ~ ....... *** .. *. ....... ** ... .. ! *** o.. ** . *
- ~~.
EL.540 :_.*.. :
<*. :*.~ -:~*:: ':*~ *:~*:*: :. :. . \~: .*:.: . . :*: ~:-: : ." . . . ~*:~":: ~ =.. .... <.\.*; ."
t.n HEAVE 1IJ NOTES: 5 1.0~---- (1) K0 (SHALE) ; 2.0 ~ I ~ 0.5 (2) K0 (FILL)
- 1.0 i=
u (3) ANALYSIS ASSUMES 33% OF La.I ~ 0-r-~~~,~o--~~zo:-----:t-;30~~-"'!i~---+~ TOTAL SHALE SWELL OCCURS l.IJ BEFORE MAT PLACEMENT. o ~-FEET
-0.5 DISTANCE FROM
{q) DEFLECTION SHOWN IS FOR SETTLEMENT END OF CONSTRUCTION CON-DITlON PRIOR TO SERVICE e LOADING. (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Deformation Analysis for Emergency Service Water Pumphouse Figure 2.5-193
020 - 540 PSF -595 PSF '"'- - 138 PSF 1-w w 600 u. z z 0 I
~ 580 w
-1 lU -149 PSF 1.c 4996 PSF
©) 4110 PSF 4192 PS F
- t:lj ,,
PJ m I-'* l"1 rt ::0 560 *. l.Q ::r' I-'* I* CONSTRUCTION LOADING NORMAL OPERATING SSE MASS l VE SP lLL txj Q. ttJ ~ ?J I-'* l'i (I) CONDITIONS DYNAMIC CONDITIONS l.Q {/) (!) z <: c (/l c INCREMENT i:: tr (/l t1 0 CD (/) ~ I-' t1 r N (j) ct1 N m
)>
tn ~o I-' I () I-'* ......... I-' (j) Ill 0
\Q i.o
,,::0 w
.i::.. :E; l'i 0 PJ PJ NOTE: I. DYNAMIC INCREMENT ADDEO TO NORMAL I-' ~ OPERATING COKDITIOHS FOR SSE EVENT I-'
aen (/} Hi m 2. ADDITIONAL LOADINGS DUE TO SURCHARGE 0 FROM CRANES, RAILROADS OR ADJACENT l'i
,,::a FOUNDATIONS ADD~D AS REQUIRED
- 3. FOR LOADS APPLICABLE TO EMERGENCY z SERVICE WATER PUMPHOUSE SEE FIGURE
-I 2.5-195
I.A. U) a.. co I.A. in en uz r fl> I Q.
-w O'I W2 :J!
fl) <t w N en z o:
* >- (.)
- J Oz z
t-z (I)
<(
0: 0 w-
- a. ...
o- 0 _. z
<( 0
- =: u 0:
0 z
...z
_. w c:t> 21&1 0: I.LI 0 Cl) z fl) 0 0: I- 0 o&.1. w o en Oz
<o
(!) U) - I- ... z z-0 "' 0 2: :z _.0
<(
WO 0: (.J UCI) z :z
...~u u-2 0
I-
<(
- ,)
<( 0:
0: z l.&J
>- Q.
co fl) z 0 u w I-0 z 0 0 0 0 N 0 N e co co ~ tr. l33~ NI NOIL~A313. (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Earth Pressure Diagrams for Emergency Service Water Pumphouse Subsurface Walls Figure 2.5-195
LATERAL PRESSURE {KSF)
...*. 6.0 8.0 EL. 619 *.
- 2.0 4.0 c.::
... * **-
- c - * -*
.,,. ~
o.t. :::::-., ~ ~TERZAGHI S PECK(l967l 610
~~ FOR ST1FF--FISSURED
' .. CLAY
.: *:* 600 EL. 595 ..,...
\..- .. : : ... . .. ._ *\': **.*.. ~-.....---~
- ~ =-~ I lo 590 l I 0
.. I
...... 580 I'
*~:
**** t
, . 570 I I
*...
- 560 I 550
... DESIGN ENVELOPE EL.540
?~*.*:. ....
. ...~...
LEGEND: o CASE I; K0 tSHALE)= 2 ,Ko(FILL)=I INCREMENTAL WALL CONSTRUCTION
!::. CASE 2;Ko(SHALE)= 2 ,Ko(FILL)=I
- CASE3; Ko(SHALE)= I ) Ko (FlLL)=0.5 e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Lateral Pressure - Emergency Service Water Pumphouse Figure 2.5-196
0 0 a 0 0 a .. en 9! liJ w N 50,000 TU~B INE BLDG. TURBINE SLOG. N 49 000 e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Heave Gauge Location Plan Figure 2.5-197
ORIGINAL GROUND SURFACE MIN. 2! INCH DIAM. BOREHOLE DYED DRILLING MUO BACKFILL EXCAVATION LIMIT
\/
1 t " -- DIAM. CORE HOLE--""""' 2'-0"+/-
'# 8 BAR 3'-6"
- It INCH WELL POINT
- -e
<.o
- I C:
CP.J NOTE: # 8 BAR PLACED WITH AND DRIVEN INTO It INCH WELL POINT ELEVATION OF TOP OF BAR ESTABLISHED FROM SURFACE e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Heave Gauge Detail Figure 2.5-198
~;.. .. :..
- .,;:* ::~:
r-'-i-4--"""4-..:.,_ i- ::
~*LI j: TI
;-: I**::
~ 0 2 '!! "'0 0 ....
0 0
"'0 0 0 "'0 0 0 0 0 ci 13~ '3AV311 e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Shale Heave Gauge Monitoring Data Figure 2.5-199 (Sheet 1 of 2)
e 0 ..., 0 '!! 2 "' 0 0 0 0 0 0 0 0 0 133j '3AV3H (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Heave Gauge Monitoring Data Figure 2.5-199 (Sheet 2 of 2)
I
~
~~I I
I I t<I)
\A!
0
-c
-c
~
I I I 0"'" I I I I ......! 0 I I "°
!I ~I ~I
>Cl ""'
... ...I1
'"I
~
0 .., 0 S? 0 0 0
~
'° '° '° Ii; '°
'° e
.l33;f Ill NOl.LYAl13 (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Shale Extensometer Locations in Emergency Service Water Pumphouse Excavation Figure 2.5-200
I - .40*.rz- _L VAl:IES (Appro1' . .30')5e'1{ ,t:hr. 4.0./. .. L :Zf-"mri7..J
~* 1--lJ Zs"', .. Oiom. Or/II )lofe Groul ;t.4'2$'~.Q P/o6flC P/p<< /"-fJNC 7Jmzod Re/: Plate I t1 *.. ~: t ( <Roe~ 80/f
/fl.I I :it ? A*:*.ftt!'** ;*f:§ Groul -L.
Maosuring hWe - - 1
*~* YiT I Conlocl R:Jin I
(.Slt:tinli&*~ 5/ftel) Tolerance ~10"/o I .!" I :;"T"oe$:.J~J}f:2: r:a: 3" COMPl.ETEO IN.!JTAl.LATIOAl!J E>JO PIECE
~:~he ::~~~:::CNJm9
-* ~***-
- st:.*11* ..VorE:
d t:lr=:==::t--1 1
... ,. 11;.* ,. 15" ,. 3 ~
j I m,,., ILJ * ,d bQ r ~ l,,,J mm. Q) 7impualut¥ ProhiZS ~ Leads not .shown. NJ( CASl/ool I-' z ~ .....~.___,__,_ S;iJJ///%~/:~rf! t.Q I-' '1or9~1 O)om. :no~ i:: 1:1:1 PJ c(") 1-1 rt CD I-' I-'* xrt r- N (1) 0 N m (Jl p p {J) > ..... 3 _1. I 0 0 ::0 ........ N P CD 0 0 CD rt" '1J w I ~A:J I-' rt" Ill (l> !-'* 0 - Tokrone<< ~.5 % RG'FE2ENCE PLATE 1-1 I-' ~ (/) (I)
.. m
- 0
-a
~
z
-I
I x w a:: w 1-w
- E 0
(/) z llJ I-x w e (S3ij::>NI) NOl.LVW1::10~30 3Al.LY13~ (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 1 of 6)
N I )( la.I fl'! laJ 1-w
- E 0
en z w 1- )( la.I e (SlH:>Nt) NOIJ.VNHO.:i30 3J\l.LV,3ll (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 2 of 6)
If') I x l.aJ a:: l.aJ l.aJ ~ 0 en z ....l.aJx l.aJ e (S3H:lNI) NOl.L'/Wl:l0,:j3Q 3t\1.L~13~ (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 3 of 6)
'l:,f" I x w a:: w w 0 (I) z w ....x w
=
e (S3H:>NI) NOi .L'CtW~0.:!:30 3/\ 1.1.Y13ij (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 4 of 6)
I() I )( I.a.I a:: I.a.I t-i.a.I
- E 0
(J) z I.a.I ....x I.a.I e (S3H:>NI) NOIJ.t/VO:f0.:130 3Al..LY13~ (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 5 of 6)
<.D I x L&J 0: ....w w
- E 0
(/) z w ....x w e (S3H:>NI) NOl.LVWl:I0.:130 31\t.J.V13~ (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Shale Extensometers Monitoring Data Figure 2.5-202 (Sheet 6 of 6)
tn sI tn 1' aei T (o I I @ (f - u FT Eg; ocl c I :Fl1q gT 130 z g'n b3* { o E
-D o
r FI 96r eit z,o z llt 6r c ;fi g 6r : z C' .Di0 ? CD I { z 2, =o ('} c o 6r { r N {c b f c g 5 ao z g Cl{ 2 tlll
-{ r z z Itt e t1t @
! g GiF a
.a !
I ! o r o a t C' a tr FT trl t
,'l o> I z tD C
v lD> I'1 Fi3i rc f'l 6l cl rc el( o c} crx ErF 3 3 aF ! 3 ? -D rpl z f !F! IH cr FI fJ< x x "lB ild
-+-
ili i! rlD a I FI EIF D lat P
=m i -t:
,IE EI \t n
It oB l6l =Ft
- cr D
tl TI I N T (,l a t lE ffiH U) @ at 38 T T ! I I I o, s 1\) HI Ula T ( t -t'l ii D o(, !F f, C' (n (t
- T T I I I
! ul (^)
T m n n a d< m
-{ Rz.
T1 z(- :!
-= TN 5 =1'- qc) 3fr Prn .o r")
-m __.iz. Cf -l N) z. fi" ir3 2T S I jo N'-z. ;o N S J> C N U)z '=J = m m gn g
- z. o
-l 9a z.
~ 80
- >O I- UJ
<..) <..) a::_.
- ) <C 1-0.. 60 en LIJ LL.. 1-0 LIJ a
l-0 40
- z: :z:
LIJO (.) (.) ..l. a:: LIJ. CL 20 REACTOR NO. I 0
~0.010 LIJ LL..
E~ t::<t 0:z: 0.005 '::o..
=~
c:::> 1-
<C
- e:
a:: 0 0 LL-LIJ i-o Q t:c: t:<t
~ 0.005-:::;
- z I- ::=
<C -o
=
[I _. ~c LEGEND: 0.010 =
=
~
=
=
RANGE OF 8 -AVERAGE OF 8 POINTS POI HTS l I* -
~~~~~!t~~~g~d~~~~2,~~~~~dd~~~1,~~~~~~~~~~!b~~~~~
4~scia-c~dze~~~t~~~~~~za~~~c~~-i~o20-~~t~~~~~8zc 19....IJ_ 19--I.a_ 19....1.2- 19_§..Q_ NOTE: MEASURED DEFORMATION IS RELATIVE TO MONUMENT WITHIN CONTROL COMPLEX e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Reactor Mat Deformation Figure 2.5-204 (Sheet 1 of 2)
0.015 1-L&J
~ O.OIO*::c
........ >-ct: t:q
- z ::::~
0 ::a..
- 0.005 ~
- ::>
<'(
- E 0::::
0 u.. L&J 0 Q I t9_ll_ 19-..m_ 19JQ_ e NOTE: MEASURED DEFORMATION IS RELATIVE TO MONUMENT WITHIN CONTROL COMPLEX (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Reactor Mat Deformation Figure 2.5-204 (Sheet 2 of 2)
AUXILIARY BUILDING NO. I (SP-I) 0 t 1- u.. LIJ-LIJ _J u.. 0.. -=>
- z:
01- -:z: I- LlJ <( ::£ %1.Ll a:: ...I ~~ L&J La.I ocn - - *.... - i G (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Settlement Observation Data Figure 2.5-205 (Sheet 1 of 6)
DEFORMATION (FEET}
~SETTLEMENT UPLIFT__.. PERCENTAGE OF STRUCTURAL
+ .. + + + + I CONCRETE PLACED 0 ? !=> 0 0 0 0 0 ? .,.. O>
0 0 0 0 N Ol 0 Ch Ul ~ t.i I\) 2 0 0 0 0 0 0 0 1 1 11 1
- ~ , . 1 1 1 1 u,
..., July * ** ! I 1 Ii I LJ I
r *I 1 1 t~ 1 1 . 11 1* t 111 , *, 11 11 , :*11 1 1. 111
,~,~ .* r I I11 1
~ :;: . .I 1 I . Iii '1 1\ .
. I I! ! i 111.11' I H .,
6r ::, ""' . . . I ' \~~M,.
'~ . .I . I I 1I IJ.l-11~I I
h~ I I feb. Mar. UllUU1fJ1tt!tiNtltH+mtm-iU!1W~lWJJJ IO Apf. May *tt'tT+.... ~.LLLLI n::J I-'* {/.) (I)
~
.,, June . IIUlllltftliifTltltttlUtt-HHWi~.4tttl~+/-t+/-*1llifJ1Il J.
lO m c rt Au&. Sepl .. Ii rt :.0 (I) I-" (I)
'I.°, - mnm1ttttit~ttHttHHH+1:m:rrmunttttjjjjj Oct.
N s ~ Nov. (I) !:X:1 0 ""* *ttttlttlttHtf-Hll+Hm~*UUtltttt+/-ll Ul p z CD Jan. I rt <l Feb. * .. N c Mar. .ll1l~HHmm*:tlttlttJ1H1 ~ ru:U~.1-iau.1. 1.iu..J..1..W-111 0 0 .... Apr. .* 111 I . . l> 0 I-' Ul tr r Ul N U) May m 0 CD Im June *
- _::v n..u.l-1-1-W CJ) 11 July
> I-'
° Aug. ~ttitttHH+H+UU~illlJ n-mr++HJ..W-1.Jlilll 11111HH+l-lH.UllUUllW . . . cng:i -
- >"' <l :u .........
CD PJ 0 1 Sept. * - untm*tttt*ftttflli~~WITrIDl CD rt .... rt I-'*
.,, w Oct.
*~~~- rn*u~
0 ' Nov. n- . .. . .. . . . N ::l l . z:
~ h~ . . lllllllllllllll-1-U-U.l 0 0 m ::z: .
-Cl..
Hi PJ Feb. C> . .
- u Mar. . ....
rt O'I P> "tJ ..,.. Apr. ta May
- n*N:H**H.nnu11
!j; ~= Aug. . .)
. 11 ~ t,_µ.LLU i z
-I I ~ .. .. 1111 11*
Nov. I i !
'~- .. . ,111!!!;
I I I : Il
-I 0::
i== 80 00
=> UJ a:::(.)
1-<C Cf)~ 60 u... OLL.I 1-W UJ
~~ 40 1-Z:
zo REACTOR BUILDING N0.2 ' LU (.) c,) ( SP-3)
~ 20 *~
0
*-1-*
~I- -z
+0.02' 1-UJ
=--
<C ::::£ ,__.
- E:UJ ,__ *-
~ ~ +0.03' LL.. I-l LIJ UJ QC/)
+0.04°
+o.os' 1'0.06' t0.07'
*o.os*
19-1.J__ 19-18_ 19~ 19.J!Q_ 19_8_1-e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Settlement Observation Data Figure 2.5-20~ (Sheet 3 of 6)
....I g; 80 1-0 Q
- >w 0:: (,.)
~~ 60 LI.. Q.. 0 I.LI I- ~~ 40 <C (,.) I- :z: AUXILIARY BUILDING N0.2 z:o (SP-~) LIJ (,) ~ 20 L&J Q.. 0
+ +0.03 , _ - *.-:+---
+0.04
+0.05
+0.06 19_I!_ 19--1§_ 19-.TIL e (Rev. 12 1/03)
PERRY NUCLEAR POWER PLANT Settlement Observation Data Figure 2.5-205 (Sheet 4 of 6)
_J a:: i= 80 c.>o
- it.I.I a:::c.>
1-< Cl)~ so LI... ow LLJ CJ 0:: G:i 40 <Cc.> I- :z: RAOWASTE BUILDING zo (SP.-~) LI.I (.) ffi (.) 20 g_ 0
- =-t===
0 =-- .s....:>.--.-
~: .:.~:.,_.
t +0.01'
~ .....
~--*
ti* .
- -I** ....:: - 4 . a - - ' - - ' - - - UJ Cl) '
*-t- LL.I. --
--i-- *-
! 19--1'.L 19....:m_ 19-1.L 19J.Q._ 19_fli_
e (Rev. 12 PERRY NUCLEAR POWER PLANT 1/03) Settlement Observation Data Figure 2.5-205 (Sheet 5 of 6)
100 0::: I-(..) 80
- )Q Q
- ::UJ 1-<.J c:n<
....J 60 u..a..
Q UJ WI-(!) LLl <(Q::: 40 J-(..) z:z: EMERGENCY SERVICE WATER* LUO PUMP HOUSE (..)(,,,) 0::: (SP-_7) = LU 20 0.. 0 0.00 ~ UJ LU (I). u.. 0.01 LL.I I- % I-UJ
- E 0.02 Cl) lJ.J w
....J I-I- w 0.03 en UJ (.::J <C 0::: UJ 0.04 .....
~
.~
0.05
=;:-t=:==:t-:--
i~ii1t11l~~~1f111111l~1ia!~11111i~1~i~*i1J111~'ia!ii11rrJ~~i 19.....l.L 19_1!_ 19--2!_ 19~ 19_8_1_ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Settlement Observation Data Figure 2.5-205 (Sheet 6 of 6)
3" +/- 1~ Hole drilled then disk placed and set Disk recessed to with cement grout. avoid damage Punch mark
......____ Building Wall e
TYPICAL DISK INSTALLATION (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Building Settlement Monitoring Disks Figure 2.5-206
AVERAGE SETTLEMENT (F~ET) PERCENT OF STRUCTURAL 0 p 0 0 p CONCRETE PLACED 0 p 0 0 0 0 0 0 ~ m at 0 en UI VI I\) 9 0 ~ 0 0 0 0
. 0
~
J;1n. t*t* reb. Mar.
""" May
\0 IApr.
IU1 !: rnw+m-1-tt+ttH ttttHtttttltH-H+H+Ht++H+H-H+l+H-H+l+t-H+H+.rft H++++H+t
~~t.II!HUltnHUu Nov.
In-. l Jan. Feb. Mar. Apr*
.:0CD Jum1 May
" " I llBHH+l-f..1-1-1-11 0 July 1
Nov. 1-H+H-1-1-Hl-J..l-l+H+l..J l-!Hl- U-1.f..l.M+l..J l.J.l+.l-U-l-J..ll-l..JHll.J.1~-1-~ ~I-I
- nm. .. ...l11111Wllt-tttttttttt1tmttt1ffiH Dec.
Jan. ~H+HHtltHH HHt+H+~ 1-l+l+Hi'H I H+H+H-H H+H+H-HHH-l 1-IH l-l+IH fl!b. Mar. to I::; UttmUUtu.UtmUtttttltttJ:tttlttttttttttttt+H+H-m+l-l-IH-HfH-1-1-lf++~ o:I June
- July c I- Sept.
I HttltttttHHH+lHfH H+Hl+i'!.HtftHIHHW+l+H+itHmHH>HHt r;; *. en Oct. (J) Nov. Hffttf fttHl#H-ftfHtH fH-ftH-1 +ffH+J IHHf+f-HH*H+HHHH-l+H-HI IH+H+H ti HJ:tttttttt ~ . . . .. . rt Dec. rt G> Jan.
~
(J) a !Ai Feb. IHHHI H ~HUHH-1 HI Hl+l l-J..ltUHH-l ~ ~.**** I
.. H I-'* CD <D IQ
;::l U) May ~
rt <I
~
Ii ::~ttHttt+t+Hil I I Ill lllll lllt+HI II I II I I I l I I I I I I II I I Ill I llH+tttt+ttt+l+H 0 CD tr ..... I. . !::**** Ul N .1w11rm1~mu1 Sept. N (J) ttt:ttl.U r-Oct. e Ul Ii I-' Nov. I <l ........... Dec. N Pl 0 Jau.
~ a5111111111111++1+1+1+11111111111111111 0 rt w I-'* Feb. -i 0 Mar.
- i 0
.... !Apr.
'° May PJ ~:; lttHtttl-ttttHtH+HtH+H++H+H+H+Hl*H+l++H+l+H+H*H-l++H+t+HIHHH+H+t rt PJ Aug.
Sept I frt. Nov. De\:.
t 0.010 UNIT I ~ (AVERAGE OF ~ POINTS):::::::: t- ...I UJ a.. IJJ ::> u. 0 t-t- <Z
- e: w 0.005 c:: :::e:
OW LL.....I Wl-O~ 0.010 en i 0.015 UNIT 2
* :OFF a*As *au 1Loi NGS~
(AVERAGE OF 3 POINTS) 0
- z; 0
t ~ ffi 0.005 c::::::e: OLLI u.. ...I Wl-O ti 0.010 en
~ 0.015 0.020 0.025 19_filL_ 19_8_1_ 19_ _ 19_ _ 19 _ _
NOTE: STRUCTURAL CONCRETE PLACEMENT COMPLETED PRIOR TO SETTLEMENT MONITORING. e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Settlement Observation Data Figure 2.5-208
IOTE.: /3 =AKGLE OF IHCLIHATIOH OF THE BLUFF SLOPE WITH THE HOR IZOHTAL SYMBOL AVERAGE FACTOR of SAFETY MAX. @-@ SLOPE STATIC DYNAMIC* DISTANCE (Ft.) I :I 0.73 0.56 ll6 0 2:1 1.32 O.Dll 86
+ 3:1 1.68 t.09 136 0.2 0.11 0.6 0.8 1.0 1.2
- ks._ Od5 Tan. fi Q) EXISTING TOE Of BLUFF SLOPE
(!'} FUTURE BLUFF TOE
~ MAX. LIMIT OF CRITICAL SLIP SURFACE
~"tJ IJj I-'
i:: Hi
,,m t+a ~
l"l'j :;tj I-'* (/) z Cl> l.Q rt <: i:: Ill c: 1-i tr 0 Cl> I-'* I-' I-' r N N I-'* m 620 rt )> U1 '< I-' I .......... N ;J::I
,, 0 0 p "tJ w 500 !
l.D Ill 0 a I-'
'<! ~ ~
Ul'~fll fill 580 ! en ~ ~l\f I-'* .m **--*---- ......,,,_ == ;I CJ)
,, L.Oort:llUU 560; "tJ
-l!T:JfFl!r~fJFTrr**-*"'- ------ ._!!>'Of BEDROCK EL. ~65*~
_________..:.1.:...76:..'-=t~-- -------7/f'fJl'fTf~
~
I 2011 ,+ mamwma --*-
.. - *I . 540 z
1-z ~~ 2U (/)- _L&.. I.I.IL&.. :z (/)LIJ a: 0 u ow 0 1-
.:c Cl)
I-Ww z 2 C>
- a. a:
oO
- J: 2
~
m a. m2 0 0 0 N 0 m e tO IO Ill
!33,;j NI NOW1A313 (Rev
- 12 1I0 3 )
PERRY NUCLEAR POWER PLANT Stability Analysis of Lake Erie Bluff Figure 2.5-210
10- ~------------------------------------. 1 PERRY Mean 10~.__ _______ ~_... __.........___._,_____ ~ ____...________ 0 100 200 300 400 600 600 700 800 900 1000 ACCELERATION CM/SEC**2 15th, 60th, 85th f ractiles and mean annual probability of exceedance of peak ground acceleration from EPRI Report RP 101-53 (3os) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT EPRI Seismic Hazard Calculations Results for PNPP Figure 2.5-211
1000r---------------------------------------- PERRY 100 u r.:tl ~ ~ u ~ 10 t: u 0 ....:i 1.0*10-6 ~ 4 1.0*10 1 1.0*10-3 0.1 _ __......._...........~..........- - - -....................a...a.............._ _,____._..............,.. 0.01 0.1 1 10 PERIOD (SEC) Median uniform hazard spectra at the 1.0E-3, 1.0E4 and 1.0E5 annual probability of exceedance from EPRI Report RP 101-53 (308) e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT EPRI Seismic Hazard Calculations Results for PNPP Figure 2.5-212
0
\ "'
\
I, _..!..----------1~I I I I I i
\
\
I
\ I I
u \ ::: I w \ a:J \
":30 .
\\
' I.
I ,~ ,f ! -~ e (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Isoseismal Map Saguenay Earthquake November 25, 1988 Figure 2.5-215}}