ML21361A195
| ML21361A195 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 12/20/2021 |
| From: | Energy Harbor Nuclear Corp |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21361A235 | List:
|
| References | |
| L-21-287 | |
| Download: ML21361A195 (184) | |
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620. 0 FOR CONTIN. SEE 98A-0088-00000 FOR CONTIN. SEE 98A-0088-00000 619.0 CB-2 620.0 619.0
.0 0
2 619. 6 0 1S11P0003 PAD ICM STORAGE PAD EL. 619.8 EL. 619.8 MAX. MAX. RAILROAD RAILS REMOVED AND AREA PAVED C.B. E-7 EL. 619 C.B. E-24 EL. 619 C. B.E-6 620 SPENT FUEL C.B. E-23 EL. 619 DRY STORAGE EL.618. 6 LANDSCAPED AREA BUILDING C.B. E-21 EL. 619 620 18"CM P 621 620 620 36"CM P 620 620 C.B. W-5A EL. 619.5 C.B. E-20 C.B. W-6A EL. 619.5 EL. 619 620 36"CM P 621 C.B. E-5
- 3. RAILROAD SYSTEM NO LONGER ACTIVELY EL. 619 COMMUNICATES TO THE OFFSITE RAIL SYSTEM.
RAILROAD MAY BE LEFT IN PLACE OR PORTIONS 621 OF IT REMOVED. EXTERIOR RAILROADS THAT HAVE 18" CMP BEEN REMOVED MAY OR MAY NOT SHOWN ON DRAWINGS. 36"CM P 6 2 62 0 0 6 2 1 620 6 2 1 (REV. 21 10/2019) 620 620 C.B. E-3 0 62 PERRY NUCLEAR POWER PLANT EL. 619 620 621 10 CENTER RD., PERRY, OHIO 44081 16" TOPOGRAPHY AND STORM 10" 10" 622 DRAIN COMPOSITE 622 6 6 2 22 3 FIGURE 2.4-3 (DWG. E-743-0013-00000)
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r MEASURED JANUARY 19, 1976 BY GARRETT A ASSOCIATES, lNC. TWATER LEVEL ( W.L.) ELEVATION = 574.8.* DRAWING NOT TO SCALE TWEATHER CONDITIONS: TEMP. = I20 F. AND WIND = IO - I5 M.P.H. FROM SOUTH TOBSERVATIONS WERE READ AT EROSION BASELINE IIKII lrJ a J JJ (D m LU
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(REV. 21 10/2019) PERRY NUCLEAR POWER PLANT 10 CENTER RD., PERRY, OHIO 44081 CROSS SECTIONS-PRESSURE RELIEF UNDERDRAIN SYSTEM - Alternate watertight covers are approved for manholes in exterior applications. FIGURE 2.4-70
OPERATING DATA SEE NOTE 13 4"
# PSIG GPM F BY REMARKS REV 1
2 3 ATMOS. 40 SEE NOTE 10 4 ATMOS. 40 SEE NOTE 10 3" 6" 6" 5 ATMOS. 40 SEE NOTE 10 MANHOLE #15 MANHOLE #16 MANHOLE #17 BASE INV. EL.586'-9" BASE INV. BASE INV. MANHOLE #18 MANHOLE #19 EL.585'-9" EL.585'-1" BASE INV. BASE INV. 0H51P1426 EL.583'-7" EL.582'-6" DESIGN DATA L1-3 L1-3 L1-3 FI L1-3 L1-3 NORMAL UPSET P 3" N092 3 3 3 L1-3 BY CHKD REMARKS REV 3 3 PSIG F PSIG F TIME GRAVITY PIPE 3" 3 INV. EL.588'-0"
- ATMOS. 40 (SEE 36" (SEE 36" (SEE 42" 3 4 (S=0.005) 42" GRAVITY DISCHARGE (SEE 48" (SEE 48" 1 75 60 NOTE 5) NOTE 5) NOTE 5) 4 5 5 NOTE 5) NOTE 5)
SEE 4" M15-4 NC NOTE 1 12" (SEE NOTE 2) 17 36" GRAVITY GRAVITY F504A 3 DISCHARGE DISCHARGE 4" 480V L1-3 ABANDONED SS H51-
- APPLICABLE TO ALL PIPING DESIGNATED AS L1-3 LINE SPECIFICATION IN PLACE 3 P339A SEE NOTE 17 GRAVITY H13-P970 9 MANHOLE #27 DISCHARGE H C002A LS L1-3 BASE INV. EL.587'-6" A 36" 36" N041 48"GRAVITY DISCHARGE
REFERENCES:
3 3" 3" A GRAVITY 3 DISCHARGE GRAVITY GRAVITY 302-0001-00000 P&ID SYMBOLOGY L1-3 DISCHARGE DISCHARGE 3 3 36" 4" 302-0002-00000 P&ID SYMBOLOGY MANHOLE #8 L1-4 3 GRAVITY PIPE BASE INV. INV. EL.588'-0" 6" F503A EL.564'-0 806-0017-00000 RADIATION MONITORING SYSTEM D17 MANHOLE #6 A L1-3 4"M 15-4 NC TOP EL.620'-3" L1-3 36" 746-0009-00000 PLANT UNDERDRAIN SYSTEM PIEZOMETER LOCATIONS (SEE MANHOLE #2 BASE INV. EL.563'-0" 480V L1-3 3 SEE NOTE 8 3 3 NOTE 5) BASE INV. (SEE NOTE 4) NC SS EL.564'-0" H51- GRAVITY PIPE GRAVITY PIPE 3 P338D INV. EL.584'-7 INV. EL.582'-6 MANHOLE #1 F504C 5 LEGEND: 12" (NOTE 2) C001D 3 GRAVITY BASE INV. EL.563'-0" (SEE ABANDONED 12" (NOTE 2) L1-3 DISCHARGE NOTE3) = ABANDONED IN PLACE TOP EL.620'-8" IN PLACE 1 (SEE L1-3 0H51P1427 NOTE 3) 3 LS SEE NOTE 18 3 N051 C 36" GRAVITY DISCHARGE F503C L1-4 BC004 MANHOLE #7 3 NC BASE INV. EL.563'-0" 12" (SEE NOTE 2) 12"( NOTE 2) TOP EL.620'-1" SEE NOTE 8 RADWASTE 36"GRAVITY DISCHARGE MANHOLE #5 BLDG. BASE INV. EL.563'-0" TOP EL.620'-6" NC UNIT 2 F504B UNIT 1 36"GRAVITY DISCHARGE ABANDONED HEATER BAY IN PLACE HEATER BAY 48" GRAVITY DISCHARGE L1-4 12"( NOTE 2) GRAVITY 3 L1-4 DISCHARGE CONTROL F503B (SEE (SEE NC 5 5 36" COMPLEX NOTE 5) NOTE 5) SEE NOTE 8 MANHOLE #20 UNIT 2 L1-3 UNIT 1 BASE INV. EL.580'-5" TURBINE BLDG. 3 TURBINE BLDG. 3 3 NOTES: 48"GRAVITY DISCHARGE MANHOLE #4 L1-3 MANHOLE #21 L1-3 MANHOLE #3 BASE INV. BASE INV. 1. DRAINAGE FROM UNDER PLANT AREA IS THROUGH A 12" LAYER OF EL.564'-0" BASE INV. EL.563'-0" RM EL.579'-3" POROUS CONCRETE BELOW THE MAT. EMERGENCY 3 L1-3 (SEE FI FT TOP EL.620'-1" 3 D17 36" NOTE3) D17 D17 2. POROUS CONCRETE PIPE, EXTRA STRENGTH, ENCASED IN R977 N977 K820 B SERVICE WATER PERIPHERY OF POROUS CONCRETE AREA TO COLLECT DRAINAGE. 3 12" (NOTE 2) MANHOLE #23 48" GRAVITY PUMPHOUSE 3. INSPECTION MANHOLES. 3 BASE INV. DISCHARGE 4. BACKUP PUMP MANHOLE. L1-3 EL.580'-0" GRAVITY PIPE 5. GRAVITY DISCHARGE SYSTEM INSPECTION MANHOLE. 12"( SEE NOTE 2) INV.EL.579'-0" 12"( SEE NOTE 2) 806-0017-00000 6. HIGH WATER LEVEL IN EITHER BACKUP UNDERDRAIN UNIT 1 MANHOLE IS ANNUNCIATED IN THE CONTROL ROOM. 36" GRAVITY DISCHARGE (SEE (SEE 7. GRAVITY DISCHARGE SYSTEM TO BE NUCLEAR SAFETY CLASS 3. UNIT 2 INTERMEDIATE AUXILIARY BLDG. NOTE 5) 5 NOTE 5) 5 AUXILIARY BLDG. BLDG. FI FT RM
- 8. PUMPS, VALVES, INSTRUMENTATION, CONTROLS AND ASSOCIATED PIPING THIS SIDE OF VALVE ARE ABANDONED IN PLACE. VALVES ARE FOR D17 D17 D17 ISOLATION ONLY. UNDERDRAIN PUMPS ARE ELECTRICALLY K820 R0976 N0976 3 3 A SPARED IN PLACE.
L1-3 MANHOLE #22 L1-3 BASE INV. TRIP ALL PUMPS ON HIGH 9. THE OVERALL NOMINAL SYSTEM FLOW CAPABILITY OF A SINGLE EL.579'-3" EFFLUENT RADIATION SIDE OF THE GRAVITY DISCHARGE SYSTEM (i.e., LINES 3,4 AND 5) L1-4 IS 18,500 GPM, HOWEVER, THE 18" SLUDGE ALLOWANCE IN THE 3 806-0017-00000 48" LINES BETWEEN MANHOLE NUMBER 20 AND THE EMERGENCY 806-0017-00000 SERVICE WATER PUMPHOUSE AND/OR MANHOLE NUMBER 23 AND B-10 5 5 PLACES A THE EMERGENCY SERVICE WATER PUMPHOUSE LIMITS THE OVERALL 806-0017-00000 SYSTEM FLOW CAPABILITY TO 15,000 GPM. 10.THE FLOWS AT NODES (MANHOLES) ARE NOT ADDITIVE. ASSUMING L1-3 UNIT 2 UNIT 1 GRAVITY PIPE INV. EL.583'-6 B-4 A GROUNDWATER ELEVATION OF 590.0 FT, THE LINES ARE CAPABLE CONTAINMENT CONTAINMENT OF THE FOLLOWING NOMINAL FLOWS: LINE ~
~
29,000 GPM; AND LINE 5 ~ 3 12,000 GPM;
=
3 GRAVITY PIPE A LINE 4 = =44,000 GPM (BECAUSE OF AN ALLOWABLE 18" SLUDGE BUILDUP IN THE 48" LINES, LINE 5 IS L1-3 48"GRAVITY DISCHARGE INV. EL.588'-0" 0H51P1429 SS LIMITED TO 15,000 GPM). H51- 3 36" 12" (SEE NOTE 2) P338E 11. MAXIMUM CALCULATED EXPECTED FLOW IN ANY GRAVITY DISCHARGE (SEE (SEE 6 3 SYSTEM LINE AS A RESULT OF A DESIGN BASIS CIRCULATING WATER NOTE 5) NOTE 3) SYSTEM LINE BREAK (UNIT 1 ONLY, UNIT 2 IS NOT OPERATIONAL) LS FI MANHOLE #9 OUTSIDE THE PLANT NEAR THE STEAM TUNNEL AND AUXILIARY N091 N094 MANHOLE #14 BASE INV. BUILDING IS LESS THAN 2,000 GPM, WHICH INCLUDES 80 GPM GRAVITY C EL. 563'-0 MAXIMUM NORMAL GROUNDWATER INFLOW INTO THE 3 BASE INV. L1-3 DISCHARGE 1 TOP EL. 620'-6 UNDERDRAIN SYSTEM. EL.568'-0" BC005 GRAVITY PIPE 4 M15-4 MANHOLE #26 12. FOR TABLE 1 - PIEZOMETER LOCATIONS SEE DWG. 746-0009-00000 INV. EL.588'-0" 480V BASE INV. 12" (SEE NOTE 2) 13. PROCESS DATA SHOWN IN THE OPERATING DATA TABLE ON THIS EL.587'-6" 12" SYSTEM DIAGRAM SHALL BE USED IN CONJUNCTION WITH THE C001E DESIGN BASIS INFORMATION AND SHALL BE USED WITH CAUTION. 6" IN GENERAL, THE OPERATING DATA (PRESSURES, TEMPERATURES, 0H51P1431 3 0H51P1430 A AND FLOWS) PROVIDED ON THIS DRAWING, REPRESENTS THE MOST MANHOLE #11 36" COMMON OPERATING CONDITION, AND/OR SYSTEM MODE OF GRAVITY FUEL BASE INV. EL.563'-0" TOP EL.620'-6" 4" OPERATION AND/OR LINEUP. TO DETERMINE THE REQUIRED VALUES C FOR A SPECIFIC OPERATING CONFIGURATION, THE APPROPRIATE DISCHARGE L1-3 HANDLING (SEE NOTE 4) LS N081 BC006 ABANDONED DESIGN DOCUMENTS NEED TO BE REVIEWED. A (SEE NOTE 2) IN PLACE SEE NOTE 17 14. CLEAN-OUT PORTS MAY BE PROVIDED IN VARIOUS LOCATIONS TO ALLOW 12" NC 3 FOR THE CLEANING OF PUMP DISCHARGE PIPING AS NEEDED. REFER TO L1-3 MANHOLE #13 480V F504E L1-3 YARD PIPING PLANS AND/OR MANHOLE ISOMETRIC DRAWINGS FOR FI SS SS SPECIFIC LOCATIONS AND DETAILS. BASE INV. EL.563'-0" 480V H51- H51-N096 P339B 4" M15-4 P338F TOP EL.620'-3" 10 C001F 7 3 3 15. MANHOLES 6, 7, 9, 10 HAVE OPEN PUMP DISCHARGE INTO GRAVITY FI DRAIN DISCHARGE. 42" N095 3" 4 4 C002B 1 (S=0.005) 42" GRAVITY DISCHARGE 4" M15-4 16. IF PUMP 0P72C0002B IN MANHOLE #11 IS REQUIRED TO RUN, A HOSE SEE NOTE 8 GRAVITY (SEE (SEE 36" 5 SHALL BE CONNECTED TO THE PUMP DISCHARGE & ROUTED TO 3 DISCHARGE NOTE 5) NOTE 5) 12" (SEE NOTE 2) 1 48" GRAVITY LS THE OUT FLOW OF GRAVITY DRAIN IN MANHOLE #10. DISCHARGE L1-4 F503G N071
- 17. PIPING, VALVE & INSTRUMENTS BEING REMOVED TO A LOCATION NC MANHOLE #24 DETERMINED IN THE FIELD TO PROVIDE CLEARANCE FOR NEW GRAVITY 3 BASE INV. EL.583'-3" MANHOLE #25 INSTALLATION.
BASE INV. DISCHARGE L1-3 H 6" 18. DISCHARGE FLOW DISPLAY 0H51P1427 IS ABANDONED IN PLACE. EL.587'-1" A SEE NOTE 17 MANHOLE #10 3 H13-P970 ABANDONED BASE INV. EL.563'-0" IN PLACE SEE NOTE 17 L1-3 TOP EL.620'-3" NC 4" F504G 3" 4" 3" (REV. 20 10/2017) 4" 3" 6" PERRY NUCLEAR POWER PLANT 10 CENTER RD., PERRY, OHIO 44081 4" PLANT FOUNDATION UNDERDRAIN SYSTEM FIGURE 2.4-71 (DWG. D-302-0861-00000)
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HIGHEST GROU NDWATER LEVEL AT EL. 618.0 620 E L. 61 8.0 tN {_ 1 1O DAYS 610 E Q = 80 GPM TOTAL* L ooo E V t-FJlrl A T sgo ro I U,I H m o n9 n N oH
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RGOIONAL TECTONIC ELEMENTS Basimenr - Agsa around 930. mHUon yasrs I Shaded': 5*pos<<dl Non-pa Kern ad ' Qiirtsd) Kcwaenowan Sosemsrrt' fi^avarsuni HOO fidlion yaors Elsgnlon Baaamarrt < Ages qreund I45O rrillttcn ; SltuctuM edntqurs In feat d/ovavcn thetep cf thrupt foull-t<<9fhon upper plate. Normal fault
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High angle fault. v.^"' Inferrad foutt
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A 100 BO (Rev. 12 1/03) PERRY NUCLEAR POWER PLANT Regional Tectohic Map e 2.5-8
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ALI.ESHEHY E5CARFMENT FE:RRY $ITE HLEYATISI.I Pl,EisTocf NE MISSIsSIPPIAH
- PENNSYLVANIAFT (Fe FT) (TILL & LACUSTRII.IE (SANDSTONEf SHALE. AN0 LTMESTONE)
SfDttYlEtiT) 1000 LAKH ERIE DEVONIAI-I 0* {5HALF)
*1S00 * $ILURIAT.I
{soLoMtTE}
*1000 *
*300s
- ORDOVIEIAN tLlilesTol{E Atrp sCI LoMITE}
\t *d000 tlry s
n T SJ m CAMBRIAN r
- ftts' fr *5000 (OOLOMITF Hi tI F ^NO G sANDSTONE}
4.i 1", z, {$
.lr n th ', u, 4
'f rr fD -6000 F4ft ftts
$ F rvS{n
; hJ PRFCAMBRIAI\I
[: \{i rm rv ra i-. It (GRAN!TE)
'art
?h t", -7000 1"1 1t{n ro LJ (J
'Pl s1 T LlJ nn o ifu *S000 i". L4 tn m HORIZONTAL SCALf;T t9 ;u DATA COMFILED. FROI* REPORTS
'('t T or onto GEoLoolc SuRvEY ONE INCH EQUALS EIGHT MILES
!J, rp I
z. {
0As GAS PggL lt0. P00L t{AttL 3t6 S AYBROO r 3t7 AUSI l il8UR0 3t8 EAGLESV I LLE 3t9 OEI{EYA 320 },IAD ISOH-LAKE g$19 32 l CoHC0 R0 PERRY ITUCLEAR POIJER PLAHT qt6 t.rr$ts 322 l.rE t{ I0 R 865 WEST IIARTSOROVT 0 tAMol{D sltA},tRoct( CllE}.il cAL c0.
;.1 s AY8 R00t(
868 LEHOX $ALT 8R I t{ l lt0 0PERAT t0}tS l- GEIIEYA 9rl0 T RUI.IEU L L ( erol ? I
!J 952 IIAftPE RSF I ELD I 106 tto o ggrus I6 MILES z/- geo (.) f'f-HORTII PE RfIY @ a
-l
;) l9Ao MORTO}I SALT CO. Fq o lal SAL I,I I HE l,rAD I s0tl t AUSTI HBURO h o PA IIIESV ILLE PERRY I14 I IIARPERSF IELO a
. IIN,IE APPLIED TO HTIJ OAS }{ELLS PERI.IITIEO 20 'r!1"/-\r suEsEQutHT I0 ltAY, t973 l,ttttToR @
0322 -/ ,o*roro TiloHPS0ll
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-'n po tQ zc ao:
E oh o H id HF t- N) Fl In N *(D
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e 8H ro 'tl
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.rl EE o EB u, F -n
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- tD wix) tn n
gr XX m hz do v 7 I-J OJ F'J U. 91 ,; P-r.r) z
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f- F- o - o t7 m .O EO u> t\ rrot G rrl -=
= ."1 n 'G -
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-o m m tD 1- t u z{ -
all Lrnr 8t0 Ltr{E
I Nltrtt, ooEi6a l.l:- aulN ooEect6 ooo6oE o90 ooo lltll rli DEPTI{ (FEET' 3ELOW 3EA LEVEL
@ o c2 c {
FI a = = { o o r tD o o D o m m ah D t-E z (Jl D o o D o tl o D C. 2 6 D o 0
'l t
'n a
l t\ -a-. I z, l1 "tT T\ 'il 0 m
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3
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.+
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! UJ Y r,.
tt H o p.- v F.t
^o l
rnl o U' vl T'I n { m tn t-l D tr o
-D .T zl @ f1 tr' FI o c c c, c c
{l z_
= = = =
DEPTH (FEETI BELOW SEA ggYEg I a I I -H- {
) rItl7 I
I I r t o c' f t; !"tI'{"'\
=
m dl x It -iri--J ht 3 rt' \' 3--iV\ o N D
! II or E (t II t
I 'T rr I I I\ 8l 5 N I I I i t\ I IF t3 an tt {ltl o rt-t o r o l-to $ tq l{ (t o lFt D or.. c FI 2 Fi: a D J o rsi B2 7 Irt
- Ff; C' eii t Il' 242 hIr ott lrl io ol D
t7 n
?
ln FI o
'r,
@ 1' r7I a7 r-+ v n l:rt; Fr n Fn(+) DLJ I (D t-'. ir'. zi t m.
qc, '4ts il Hy ort: CI r lo rJf, ol H (1 P
+r' N) @ 0 m 'tl rt)F.. o C
oFJ f;t c c C
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= {= ;
HA TI (, rt i, ol U- -'
; 3 t xo\ ml vl TI FI zl
{l
g$\o PERRY ilUCLEAR POV{ER PLANT
,r-rr,rrr/,
156 (- lzg3b,-. rzze ) (- 1292) IIIESV ILLE 22
- t300 IIARPERSF IELD AUSI I}IBURG 1/
THO}IPSOlI tYt z Ml
-,ooabl9 (n
d 2l FJ LAKE COT]NTY
! (- t496) o m GEAUG4 CoUNTY rt G n r-1 n 0)
H r-{ P o H.n z clrARDoil l tmusuril MOIITV I LLE qx F f-J -+ o p o t- t\) N\T m
- " r-t n H rR N;i ! O UJ t! o o CONIOUR IIITERVAL = 50 FEET Ht E F{
m DATUI,I = SEA LEVEL n 1t H. t- SCALE III MILTS ct z{ 6----t
gs\0 PERRY NUCLEAR PO}JER PLAI{T
- t400 l-tqtc
,,FSS 4 (-rczc)
PA IIIESY ILLE IIARPER$T IELD AUST II{BURG 20q (- 1654) MEntort6Oo
/VI W\
\./\ !' n,/
l -rvr I a rf x>' LAKE- COUNTY B g T o m GEAUGA COUNTY l-17?61 F n h v OJ tJ F ttl HAMBDEN MO}I TV ILLE F. cIIARDON I F z\- PX FJA o H ox r N) m
- "fi H Ut, v O N) t:; T UJ o CONT0UR lI{IERVAL = 50 FEET
+
m DATUM = SEA LEVEL tf 7 t1 p T SCALT lll i,llLES H. t- l--I-J rF z{ 0ztl
t
;?
/-
/
-{
o\g -;5-
./ SAYBROOI(
PERRY NUCLEAR GEI{EVA PO}{ER PLA}IT
*t9 156
\- r' o-
\sooV 4 ffi J9:
(-r554 o MAD tSotl 4*vrr.rE I tlz AUST II{BURG o 105
-otts\-----
O L88 LIROY
- l 7gg 2oq t ft"--'..-.f-t- t7441 F c0ltc0RD MEIITOR jruu' (n Tlt04Ps0t{ },IORGAN
\
,x \
-1\- 1 lryi\N l9 o
(- I a .try - l8oo rzeol 2l rf _ LAKE COUNTY o H IJ
! (-1822) m GOAUCA COUNTY \___
rt n tr -/ ilg, n LJ lnl F ILLE HARISGROVE ROME (D K IRTLAIID CHAROON HAMBDE}I MOI{TV P. z F tsFl FJ= o H ox r N) m H YE n N#rR ! '5 o I C0I.lTOUR IIITERVAL = 50 FEET H, m DATUM = SEA LEVEL [D = n c tst T scALE il MrLtS P. l-rt 02tl z{
$$\9 PERRY I{UCLEAR PO}{ER PLANT
{58) PERRY 17?l PA IIIESV ILLE o
,OO Itlz HARPERSF IELI} AUST I NBURO LJ J
E F
!q oo --
MEIITOR tfr
-t
.NI/H v
! (;EAUGA (:0UNTY {t23}
m H 7 o n FrJ E
- 0) X IRTLA}ID ts.o z? oF:
FIE o H (D0r t- rv rc m N) .o (, H Hr n I N) ITl ! (, cq o CON]0UR lllfERVAL = 50 FEET P. m ct 7 scALE ll{ iltLES t-.!
! 02'4 r
z{
-?7
./
I
\\r.
SAYBROOK PERRY IIUCLEAR GE}ITVA POTVER PLAI{T
- 156 n$$' '/T L t06 (37) ?azt
/ , le6 PTRRY lat VILLE */ F / ,3',
o ltf 2 MAD I SON /,
/ t IIARPERSF IELD AUST I NBURG
/tq )o o (J
( o t05
-f,
\o ll5 '-J LEROY 20tf , *t--\ y'*-{-t 4,
/ F MEIITOR tn TRUMEULL
- 4. t'fi)RGAil l9 ^o vfii:
O
@ 1as) 1 A ri t,: {) ll N'l'Y T
m (r li^ rr(; (:(tll N'l'Y / 1aB) H F ^ (, \-"" o n
'rc F Ftl F) /'n Moil rY tLl..t HARTSGROVE ROME ts'o K I RTLA}ID cnARD0tl IIAMBDEil zFb H
nE lo H o0r N) U N) .o tf, t> H ur Ht I O N)U lr IT (.^l O! to Fl c COilfOUR IIITERVAL FEET l = l0 rt lm lr SCALE IT{ MILES 11, tr t> d-*-t lz l{
.'7 -4
.r/
.4 SAYBROOK PERRY }IUCLEAR GEI{EVA PO}{ER PLANT
,/
/ ols2 tr'i'\' --rr{tffi o (t75)
(2Ol) (ts6) eo( RRY
,/ ,/P (r951, lI{ESV lL MAD I S0r{ ,/
/",,, TfARPERSF IELD AUST 1 ilBURG 3 //
u/-o
*./ \6*
ROY DA 4 F { rssf 'F l.nilT0R tf, TRUMBULL TiloMPS01l l.toRGAll
--a\-
I4r!\b( v\ l-Wl r /\./ (: () 2l
\ AK l': ll N'l'Y o
! (:0flN'tY (t75) m '
H a vn o /
'iJ pJ ROME FrJ IIAMBDEII MOIIIV ILLE HARTSGROVE P-O l( I RTLAND
,n zF (" FJE o
,-S O0r ,15 t-f\)
m
.o (t Ht n I
N) TD 1l
-l q o Fl H.
ct m
=
n SCALE IX MILES T f,---r---..f-, r 02t] z{
I I{CREASE lt{ SPHER ICAL CAV iTY DI AM. , Ft. IIICREASE IT CAUITY DIAIIETER, Ft. oo
-l{
mm t\t - vt u, atl go-ctl (9 @ (^) O('r IJ Eg =
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=o v 9,
=
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(( rJ/!\)( 'tt :R rn qt { (D n8 -t - FU
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. l+lD FlrtD ? o-{
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- fl l,t. r P. tz zF G{ -
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'71 tFJ TDts< o H crr c>-on m OFlP. r Nr a\
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u, l-70
-3 ts'(nct nt ut1t C7
- 'n v, N
. 7 PK I ct (tm orf H v<, rmmcrt n
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