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do{ r U, 'ttct !cFDJct-D--e?cv, .--ct Crl e I- = .D d{N IN-ID6 C.t (El cct t\\t d.t = o0 Fclt C^f{ grt A = l!,a cDt\\t cjl F 5IItr 3= ID ta d ctt rtt C.t F ct Ia'l = .D 6 ctr{Fctt (^, C'r I C' = 6t6 -as C' N cr? ct C' Cr,{ D -.4 ct ct t9 G' ct cl ct { z2 m z!L mF U, -r1 Itt o mC, I J m= .D D m= ut= lTl tr a = 2,E U' m v, U' m zz = o s .D -g ct'ttcr -{E = D
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== F U' N t${ cD tl{ C' IJ\\' G' = t! 6 FAN'{ (9, t\\tct ILf ct = .D (l gl C^, Fl\\t C.,{ (.tct Ao = nt6 ct) l\\thr CE (^t to D c) It'lG' = o l\\f C*t t\\t cli (5I (Et l\\t (t It,r = .D N' F r-C^tFt^, C'r e Ittle
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== c)c) J5 (D(D tno Tfit!t .2{m ffi Ol (Jl F (, t\\) l-oo()oog (+c+c+c+c+0 ooooor+ {Ct1 (tlF(,.)5 oooooS F ffi W ffi H Fo: H N) H O u) /VI ' V\\ \\/\\ r t\\/ I-{\\ii4ft -a.ir- !mvn z Form n roo E m7Tt-z{ (D or (ng J/l\\e P-hl 0 rq Y, t Xrtl H X0r OH N)l' ,r F-ft ur vo I
- .FJ t$;
v= P. Jcto FJ J. Jr -J. J. J. 5=5=5N) (.)r)r)r)()O
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8n NF NH HE _= zz o(, qs mtr mm go =6 iz-E C. zc n c)o 3 m{m
- 0
.rilo = m-{ m
- 0
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zc ,{t!\\i\\, { xt = tr I t.vlr{.iF- .U rn7n z l-orm>v 'oo = mv'ur z{ t+H ox FtE Ftl + 0) ts' +FJ E h..50 Ho *gdo r$ \\o l.l )> H l-,:U (, \\^ \\ Fl l -JU] ,^P-(, -l\\I'-H lH-co\\x 3 \\.-J.- o 7 (J)N, tr OHI'rt O \\A-:r n o::t-N) (, -< H -C)x\\5
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Nf, NH NE =E zz 0(, 2o rnn mm oo 5,'\\ iz-F o,o 3 m{m,l o3 m{mF Fo: ts t\\) 1"il HE ':{ d P, P. i-: F{ ta NHK troil 6PS N {.F,5 v H J.lFd (, FJ ,i l{.f.5 tfr_ a Elid 5 5, t^lN 5 OHt'rt o \\F-if fi @\\^H p ur -K t{vOa \\\\:5 E g ileE xo NY of; oii 33 H o t^J --r\\- x/!\\A (xt = x) T rnv7 z ot-rTl n !o z, mn -gr t> lz l{
3-cz m tDe = tn{mu (- z m RIE L]E L]F NH LIE tsE
== zz ou 9s mE mm (]() aJ =o iz-R ao H O L^) -f>- f f El I )<7r\\)( txt = x) I Ml T m7v z For-m n -oo m7Tt-z{ 3K l-J 0, FtJ
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NE NH NE NE
== zz og s m! lll m oo =o +z -s (_ r o 3 m{mT H N) Fo ts <)(, qcl. gto 3 m{m7 o U,{ (XiX) v 'uri77 z l-ol-rn v !o mn .ttr z{ H,OK F1 0) EJ+ U.,i? r'f f orvv X
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== zz oo 9s mip mm go =o iz-F cn m !{m3Fmfr o'o 3 m-{ tn tp U' m !-{ m3E mt -lo = m{mt Fo: P N) P O(, oo.loFmF oo{otr m
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.tE e rB" IYrr id d FUo \\oPi: N) \\o H b, tt
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u.' ilFlK e\\fg cn \\{tu 5 UJN), L* o P I ' f. g -= t =[ N)UJ--. H -o=; r-t R JE
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NE NH t'f E uE gu _== zz gg g mI mm 9() =5 iz-8 zo m = mf, o)e 3 m{mfr zo m3 qt mF o 3 m{mT ao: Hl\\) P C)3 t-At ,a/r ! \\)\\ v T mvn z Form 7 !o m7 'ul-z{ 88
- 3.
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tx IE IE =Zot 9: US rifl3 -!e! a{si E\\{ O =z tr, tn'9 m mI = IN or N 5 4., ct It xott{o ct)o 3 m{mT o = m{m7 gr { NI q,o{5 to { Ig, L, o N ul NI (.to{F (o (( I(, qt N Fo: H N) Pt\\ IO It t ], F{ Fl 7np EL (Du q b= t t-l' Q=i xs. XPr FTIYJ'd p-- E Q-O '.Qti a fi xU33 o ilF=1 Hi r$ n^, o' I tf r-1 ur X o I t*< rr o' PgB' ')a d *F iOFl '^ Fl 11 Fl*x(n iv P-A rnv7 z ll-lo IrTl l>lF l!toIE lrn lv l!lrt> lz l{
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DURATION IN HOURS (t} .J o)@ct IIII crto Hd Foo) mc) z{.'l -gO tOr @o Eqr Fo t oc) '11p m 6o 6{2.,r oI o irr F (D Ht\\) H O(, ()rnr.o rnZZ PF MCDJ f t ? ? t ^ 3 3 ERr-r OF I-rmm ^orl-r xeaa 6t((ts a! v (^) aJ oo \\. \\. (( 5Sgq -lJ\\. \\. ((((do& \\,. \\. (d q, JJ\\. \\. crt@ T9 19 (X=X) -o mvn z ot- ]TI n 1Jo rn7!r z{ 'u gr F-o-rIY F X< H Q r-+ Ftr O fi gRr. o;o '"n5 t$ "t5 Qio 3 I I. rr: rt "o g *-P. P \\(l?-of (n: tDO 3(D n
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a,x t I \\A{ ! n/ v !trl7n z-orrn v To rnvTt-z{ Cf P. H oo rt Ht l-- Hl oo pP' 0r d-tso FqP. EOJ tq P.5 PPP FtO oo Fdp r$o@ l'1 P' (J)ort I P-(D \\oa ctK o0r PX ots' OFt-F3 o UI u) ul>! iiz 'r- ! s! Fe 6JIntfi or N Fo: H N) H O 3
ilE C-zc ll =ao !T mI ={ { 6z 11rmp mz c) !mFo mz{ J3 mo o I =z U v7E m mI = F (D s PN)v H (, 'tt m @7 3 -9 3t. tvtv\\ V\\ T '\\/ f\\Nllrzt .o m7v z Forrfl 7 1lo 11Iv!t-z+ 3't "r 0J 6,P fls 3g r SQal .it --t. tl fi ::r-sF o A'1"5 3 Y )SxE ? 55X< = S}{ F -itoR ffr aS o[. Eg
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l-J otso (a P.o 0)H Fo P N) P O Lr) Av
(ooo @oo uloo (ooo ('lo){@ o900 oooo Elevation, Ft. \\tcto Elevation, Ft. Elevation, Ft. o){@ ooo ooo 33 .DA'
x f
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a F6 Fi z
dE EO 5'S iq' P= 8d g=' lrt (D a QN i'\\ Bn gq 3.8 s6' t,+o=' =r(E (D{r +d E1 rt(D 6g 83 t.+Er Fg o= s6' g5' o HF oI zz m (- r x m mn m C]gN 0)5 .8 = (^) o ua (t iN ot5o .o
== (^) (D an z m f x m m 2 m oA'N o, =clI =u, (D va I I \\\\\\ I 2N o, =o .P =qJ ov, (o cto (tloo G)oo ctloo Elevation, Ft. 6){@ crc,o ooo --=s( mz m -e3. T rn7n<z Fot-m v l!lol lrn lv llll-t> lz l{ F F'J t+ X P. FJ Ii E 8H Ho 3E y 1e ? gI H ii. o) Rg G co )JO P.Y g ;tF H r$ g Bu' a oF NiJ 3
cn u) m \\_ ) \\ -" I I\\ (0oo (noo (ooo ('1oo Elevation, Ft. 6r{@ ooo ooo Elevation, Ft. o{@ ooo ooo Elevation, Ft. c') \\t oo oo 33 oqt tx =' 9.3 o5 =o a? <o. or$ e.d de. =a !D6 eE. 2F= Ee. EO
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o= a, i+ o=. -r .a(D sil t-gN i'\\ o-rrt 68 ie sE o6' o=' 3,E O -fr +6 E3 +o 69. 83 t.+ qt =o 5t (DlD o:r -tr =. g6'
- E (DlD or tl.o;r ma m
\\\\ I I t I I I I I l'il l-t \\ t\\ I3N gl oo ? = tJO o IA g iN 0,3o .o
==(rJ o IA cn m I I\\ c]A'N ol3o JD =q) o .A oEN o,3o (D'= = (^, (D.tl G'oo or()o s(ott (,roo Elevation, Ft. (n{@ ooo ooo tzfl\\t-,l t\\4 r \\/\\ \\/\\ T /\\/ -a-i - -u mnn z Fot-rn n !o rfln!r z{ F F{ "t, X ,X' X oj 5H' r-1o g=
- ' 19
? gd d' '9.o' gg A cG B Ep O cf = d6 rv r.$ g $u' a os Ni-3 F (Df H N) H o(, ct, \\I I \\ \\ I \\\\ l I )
Elevation, Ft. o){G' ooo ooo Elevation, Ft. o{A oo9 ooo Elevation, Ft. o){s ooo ()oo (J'lo C) (ooo (tlo c) 33 oo, 3X d=',E.5 o o5 =o g? <o. .r o,ii e.$ d=' Ft =,1 =. 3 N 'o= cri I q,=. g=if s= u) 5'* iE' or E3 F de o=, I'ooa .,1 =N
- rp 3'No 3s oi; oo I-rg'E o
s6' ='E (D -freg -r E: +(D I 6E. i N ctc) o:l 5 3* o r+-. (D qr =o S
== = ta, .Do aD 9.3. u' E6' g'i' F sr !i 8s d:r gl Fo: P N) P O(, 6g \\ \\ \\ I II I t\\ \\\\\\ (] 3N q):'o tD =w o arr
2 II I Ilr rx lm t$tfi U' \\\\rl I I I I I I I 0 ',-'N o =o .o =s, o (a
r n m mE m (goo (tloo (Jroo Elevation, Ft. {oo /\\.4 z W\\ \\/\\ ! n/ v 11 mv7 z Fot-m 7'oo mn -ur>z{ F F'l nX P. FJ II E 8[ Fjo 8i", y '-q, i fiH U. o' Prg G qo B F.p g ;'F (, r-$ g $c" ,o. oF. NiJ g
@(o oo oo o(o t8 g1 g) r8 Elevation, Ft. oo Elevation, Ft. ('lO){ ooo aoo 33 oq, 5x d=' _.= ara b 9.3 o= 5o g? <EL or$ v,a b=. = lDl+ '(Drrl ilE. 2"= 6o 1g =.o iE' (DrEIsI o=. ?= a,l(Dt
- NXN
-'q 9.o 68 EE 3E u6' o=' ='E (D-h s6 93 +o 6s OD o3 =,+ q=
o 53 O.D O
s6-s;' U'1 o(D or .l0:r Fo H t\\) H o u) =z -2 r x m m io rn I l I I I I I I I I I I I I I g iN ol3o (D = (^, (D at, zz r-x m m1 rn g iN A,3o JD = =(r, (Do z /,,J Am m! m Ia'N o =o JD = c^) o0 z ?;.' r n m m = m g SN o!3cl (D = C^t o UI o(9 (to oo o)oo (0oo (tloo Elevation, Ft. oo (tloo Elevation, Ft. cD{@ oo9 ooo rb-\\ \\ rrl ! \\-t\\ \\{\\ i,a\\/ t+grt !mvv z F\\-ol-m 7To mn Tt-z{ F3 o F ril 9 9;. Ir?H BO O* oIi N J '^ ny (J) o;1 I .J; 'u.or Oh rrx cn c" ,JPo P.y rD ct= da '5 r-$ o '0, tn Hli fu'= ali s:I Atu
j,,# I {c3 CI' = m zo m l. m mt- -n m m3 tr il IEil. ig;I Ia II E= ll $I: (D H t\\) H O G) -O,- T rnvn z Fol-m 7l !ioll ml nl TI rl zl {l F (D l'a P. El r-t' 9 l-. tJ P 5.-: E r-9 (D (D5 N
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t\\to-; =il: aa !E= E = rt-9 9 lrn E FIfr = = fc, c, 6t Ft l"l na mFl o P N)
t# If [F1 I
(.) I o.) tr I{ (, I rl f l (.)5 rl I l (, ,l I (,t L gt I t- { (. tF I \\o\\(t I lf I I\\c (rl 'l ,(d ,r I { (. J\\ t'J I rl r au5 rl I \\N I lo i., ts I T\\!9 I (Jn Ol O! Ol Ol UtC I il d i d ds ()r 'Ur (Jl itr tJl AA (Jt(,lolql orctto{
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-8l,9 7= I t gEqE dsE= r;g: HUE mB C-7 al rrl P = P !? = (-c = c-c c 9) a rrlp ooJ zo (7 mr) v FI 'r1 mv mz,o IT r x m (n 7 m c) rflz,{m? zo F (D Pt\\) P UJ -On (At i J^./ T rnn7 z FEor rTl 7To rn7Tt-z{ E{ 0,if (D Fq trl P.B tqP. 6(D no 0, N)ff .o 'FFl I1\\)u o oHo (r. (, u (r or g S g $o S $ $ S f e I r' $l' rr b, br b, br bt or or or b, b,b
C.B. W-5A EL. 619.5 C.B. W-6A EL. 619.5 619.0 620.0 619.0 619.0 620.0 620.0 AREA LANDSCAPED BUILDING DRY STORAGE SPENT FUEL 620 621 621 621 620 620 620 620 621 620 620 620 620 621 621 622 622 622 623 EL. 619 C.B. E-3 620 EL. 619 C.B. E-5 18" CMP EL. 619 C.B. E-20 36" CMP 36" CMP 36" CMP EL. 619 C.B. E-21 EL. 619 C.B. E-23 EL. 619 C.B. E-24 EL. 619 C.B. E-7 620 620 620 620 EL. 618.6 C.B. E-6 18" CMP CB-2 98A-0088-00000 FOR CONTIN. SEE 98A-0088-00000 FOR CONTIN. SEE MAX. EL. 619.8 EL. 619.8 MAX. ICM STORAGE PAD 16" 10" PERRY NUCLEAR POWER PLANT 10 CENTER RD., PERRY, OHIO 44081 (REV. 20 10/2017) (DWG. E-743-0013-00000) FIGURE 2.4-3 DRAIN COMPOSITE TOPOGRAPHY AND STORM 10"
DISCHARGE x 100 SEC - FT Ur F l-\\* Fl l.\\ trta gjH }(0, oll.-f F{ lCl P. HO r.1Q P-Hl io FJITd O KK 0J Ftl N) (J' ou 'rFIP. lo 's C/)O rf Ir Ft g, OH PJtq EO H5rto lYt. xl l-vl 1' rfl7n z Fborrn v IJo lm lE l-g tt-t> lz t{
DISCHARGE x 1000 SEC - FT -{ = m I Tocn U, t/ffih{ (x = tx) I lY, !rrlnv z Fot-m v!o mvTr z{ H* n* FJ o r{lQ 0, l'J tf 0, orory h{ trl P. FJO tq P. Hl FO n tru O EE l-- l.rl r$5 ou 'FFJP. l(, (n (no rt5 F1 OJ (D t-j 0J 'Q 3o H Jffo Fo: F N) H O(,
cr:r cD Ctt -Ntqt ercte atr cI c.'l ctt \\rt cE c9 0 ct cr Gl ct Frnrct C? -.1 rnct CI'{-m v, cf -t' rnist b/ c'I \\fl Crt ctl I x t$ Cr) I CJI c:t rn-u, a H/ 1Tr e/, U' c, t-v, m-l rt79 m f;E = 7niF =e .Tl
== ll ll r-BE in <o H N) H O(, t xt a tY I I\\NYI{ !m7n z Form n!o rfln Tr zl {l hu rJ o C' nl )-f Ho EJ KOJ H.PJX 'a U. FJ-F ots Fl ry6 (D3 6 t\\) rt FIl FJP A (Do l 0ro or = p. H FJ a\\ ht ts.F A vt I F-7- =-Tt c/) R -{ (:t rnE -= D I =u, irr fn = c':t F{ E6 = re -t l- ={ c:t c:t
- FNv, u,
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- l 3 NT CJI C/' 1 Gt G rrl
-E el 'Tt -h >t 'tt tn c?- FN TI Tnct trl 8re 4u, =g '= =z = It \\-L rI1 u,{ = G:t era{n l?l EEFI G' CD C C dh)Cd G' G' G' ctr ctr cJr crt -.I CD CtrD G' ctetoet ELEllATloNS lN FEET (ilSGS)
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ooo = f\\, (, ooo alldjulo d 83I qloooofl 83866t OFr I ntl 32 1 ftl r/ 'lI /,\\ I zB/il ?l \\ lt,l/ zl l $)it,l lsl 'r ,7] J ]T /,lrlil ry li,I iry{F( l+r F-l-- l[-E lr: lr' 8 lz' r urulu)OOOo d g B B -o 6 g rft frltg ,2 lflI rrl lv\\s 7s7 6o= N>1 atv U rrlo4 oz 7v roo-o1 tO frl7 E ao7rul lq 14 ..o 1-L J (to o flnz Jfi0 i;-; & ,eUf bo-t' I oQ z{ Ittr o o b ltr-i 6o-1; nsu ur(ro-l oz ?o tztz=t-$. (Yt ! v) V\\ I '\\/ f\\i4?1 -\\-/- T mnn z Lot-rTt n .E o rnnTr z{ A tr r,ard l-l (no r-'OHl r,'. O ts' ,h rtts H 8or real t\\\\ l o,
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lz l{ ro? F.rP r-'l Qdx5. rvo N)il t rn '5x \\od H, )F
E LE\\,AT I (]NS ELEVAT I ONS It\\I Ile rn CA =, G" CA-{-, rn = -l = C', rnct ct7 ct rn ELEVAT I ONS ctr cl) -N5 CJT CJI ctr cJr c'l cl:l ' r cD cct e, cJl ctl c'l cJl ct':) cD crr etrNt er cr ct CJI C'I CD CC' et Gt ctr cn cr:t ctr cn C,Elr Ct d l\\) gt E] et Gr er ct c/, z. ci:l c:t =t Frn x C/' z, Gi:t G) 7 E nn Cr) et t-c.tt mmo{ rrt cr ct
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g= z 'hlcJ't =-ir ll = NJ II cr (Jl = r! = ct-, v,
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== rfl wo s H N) (tl cJr ctr ct:t crr ctt { et CE et ,..+ l$ ctl cjr cJr etr c,l ctl CJI CJI C C" CD crcttadl\\J erc=erer cJr Er":l ctt cD. ctt C.t C= d t$ CrJ 5crEerer(= u) .-O,- l.ffii {Yt z Ml v\\ e /\\/ FF+4J T mnn z orrl v !o rnn lJr z{ o ts b f rtj (D P-O Qrr pHO o5 t!l.E AOJ I rJ-PO oFr cf B 5 I II\\Ite trtx C/, =z. G? a/, u rr1 =
ELEVAT I ONS ELEVAT I ONS o) cn cn ctt et-Nt(.) c3 cr et et cJr cn cJl ctt eD cn ct:t \\t c!} c.ct c, d t\\t c.) Gt et et G, ct Gt et l- -trt FI-rn ELEIIAT I t]NS If> clt 1?l E = FI=-{ c':tc,={fr -et l-E = ct, ctr ctt dNt ct Gf et C/'ct t-u,
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4-$= e {- .t\\ c, -lrr-& ,\\t ll cr ctr <? v, C' c./, rn{vm 2fr6 = v7 -{ -Fr, 'ri dc,
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Nr ll r- =5 irt et
t re rnr-
ctet r- >ct {=t c, (/, ={v orn ->= =z, rrl Tvc) Tl t-rn 3'e r- -tt rnr = { rl1 ct 4F:'F 3 m d-U, fi ri c/' t\\) r -F
- ctc,
= Cl r-, E TI G'- z, m crr cD crt Gt l\\t ct et et Cr) ctr I ><N' qt I CJI et trl--l =t =t+ tr1t c)> F=r-r { fi ett Y Ft1 91' rn r+ 'tt = et c':t rnv,v, vc) E (D: P N) H O(, M Z Vt tAI i A' ,\\.Nr/L4 t \\x, , r" r0 m7n z F\\rot-m 7!omv 'or z{ F.loa fd a /n ryA A rJ 0r rt t.-P' Pnn !vv.i hra fA N \\ wJ r+ 0r A XR frv* pr5 HF; o Hl ts-ts A a I ctt ctt cn t\\t C.) ct et ct C'I CJI CJI C'I \\I CE c.Cl et ectcrct ctr o, ctt ctt Ct d t\\t C^, Gt (= er e) rr1x CA z,ct G':t-t ct rn r> rnx va{ z.c! v,{ =, rrl .?} cr= CD lrl c/, et) - vrmE CJT I ><t\\J C.f Ictr c':, m =t
tsoBARS ( EOUAL PRESSURE I ^--T^OCCLUDEO FRONT rl-nAilM FFONT ^r--,coLo FRoNT (E-(Etz HouF'postr.tofrl oF pREssuRE cENTERs '-O,1 \\xt i A/ !m77 z l-borm T 1to rn7 ror lz l-{ FE giD rIR ctLO -tu
- 3. t(Db
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- " iiErcr r i;;
s "FI ryrv tJ. P' r-r O obp fls
l 040 l \\ i;J r---irttll ISOTACHS (EOUAL WIND SPEEDI ISOBARS (EOUAL PRESSUFE} rAr occuLEDFRoNT /f.--- WARM FRONT aaa coLDFRoNT O PoSITIoN oF PRESSURE CENTER H r/!\\x txt i A/ x.r Emv7 z Fot-1Tl v !o mn!r z{ fu 1-lOH Lfo DO tt tt F-O, OFJ ^,Kor FrlSqrp P. XQ- \\q
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x3H Fj t-:ta (D ;-lB q
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-- Er 0J 0ro a ^lf if I YO H
- 1.
FrJ (, htf P' "(DO oo tso ['n Hr (D0 cf Fj 6 ro
DAY 1, 6th HOUR l\\ OF EOUAL WIND SPEED PER HOUR} t , Lt I v\\ f,/v tI:..qlt*y 1J rTlvn z ?ol-m 7 -oo mn!t-z{ IJg U) Hh,H svIno tY cr U)P Fq o+ P- (t* (aT / 'u Ivo d or{ (\\) -H FO; ,s(Df" IH PFJ a 5o' Fl O'z +Ai-s'
- X vP.
z B
Y 1, lah HOUR LINES OF EOUAL WIND SPEED (MILES PER HOUR) l4i\\.4 tIt = lil t.vtx.-x !mvn z Fot-rn n!o mn -o l-z{ H [;6g cnP F.l rD + P. (ad E 'iJ oY iii o, A + rr Ng tO..1 t g6 HFJ c't 5o' 9: I. 0, br 7c7
\\'. // lt t lt .t/ (-/ \\-,/ DAY 1, 18th HOUR -LINES OF EOUAL WlND SPEED (MILES PER HOUR} $t!zu T mnn z ForFl 7!o rn7 !t-z{ ru a['r '(x atYd oR F] (D+ ts-ctP p -'\\J Pvn! Hro Dtl ,-+ l'A l! iI FU*i ,E(D= I r-J vt l-FlH o) 5d' FJ Oo r-tr ]-\\
- . n)
- X vts-H L
45 DAY 1, 24th HOUR \\\\\\, \\ LINES OF EOUAL WIND SPEED (MILES PER HOURI !mnv z orm v loIE l]Tt lF ITtrt> lz t{ FO Ea Hh.ln rx (DF '^ 0, VJ^ F'l(Dg P. (t/ rOCH IV PVn( liwd oI r+ ); t$ lI FO.i 'F (DX I F.t v' PFl { 5ti' F1 O'= tsfE.' 0r 5.r B-P4
DAY 2, 6Ih HOUR LINES OF EOUAL WIND SPEED 6.5 (MILES PER HOURI rl t#*s-t ffirx) Fts#1 T mvv zcorm v !o = mv !l-z{ ro K v) HLUL t nort ,^ 0J Frl (Dg ts. (Q H F E;Y B** o 0r); r! -u FO ',i a (Dii. lHv'
- {3fi 9s T. PJ
- .X vP.
?p-
DAY 2, 12th HOUR LINES OF EOUAL WIND SPEED (MILES PER HOUR} I r_5+l l wix) N!/H lTvlv T mvF z Fot-m v !o mvTr z{ FU a Hx,H P t^rx ox '^ gr uJ^ F'l (D Li ts. cf
- tatr
-r HV^rB** O 0r:l .+ t' r\\) lI FO ;-.,i A (Di^ tHv/ }JF{ \\0 \\\\J B O'= FA Pnl X'xts-tr d
/ ,/ ,"t'"tt/ OAY 2, 18th HOUR LINES OF EOUAL WIND SPEED (MILES OF HOUR} (XTX) i\\I\\r_/1-4 .*y !m7n z l-ot-m vTo ntvTr z{ FU Ka h,s
- -a A;^ \\.,
t-+ mx r=l (D + P. qtstr TJ;Y d o[ rt; Nii FO,i 'F(D;, lHv' N) t-t
- o
\\v r-J Ory +sl. 0r F'x ts-H l-4
DAY 2, 24th HOUR (MILES PER HOUR) (xt
- x)
- ttY, I
-\\iF- !mvv z Fborrn n Eo = rrln ror z-{ fu K v) b'x 7fX oF ,AD Frr 69 P- (+* lll E lJilj fr (D 0):l .+ lln r.)x nJ-i ,s (D; IH N)H* P FJ Oo hJ l>
- ,X vP-/ts
[o DAY 3, 6th HOUR \\ \\ \\ LINES OF EOUAL WIND SPEED {MILES PER HOUR) (-/at-l (xl = x) T' rnnn z Fot-m v !o mn!r z{ ro Ka HLq 0J,"' n\\J cf ra V VJ A Frt o l-i P. YHH -f,T VOJ
- d nrd N) l
FU,_l 'F (Di; IH N)fl N) \\v FJ O,= ryA
- i. 0)
- .XP-Fp 3
DAY 3, 12th HOUR LINES OF EOUAL WIND SPEED (MILES PER HOURI {--rl*il1 (XTX) NI/H-1_/- T mnv z Fot-m v!o = rnn !t-zd ,=3 6.m [.H F'l b2 P. Fdtr Y q oFli FFJX H Ht-r+ O<OJP-7f-N)O"Y .n v a !t(n-i I P-(D H N Ocf;I WH u6 I "0,o Fl
DAY 3, 18th HOUR LINES OF EOUAL WIND SPEED (MILES PER HOUR} I/f ! \\f:( ffiEX) Nc,a rnv7 z Fot-rn v !orln 'ot-z{ FO a [' :: xX o; rn P VJA Frl (D + ts-(+- qP r'tsr{v Pv6lBa Anr\\u 3ft A N) ]T fo_i 's(Di" IB N)H 's \\v il O'> Hr>xff vP. d-P
LINES OF EOUAL WIND SPEED (MILES PER HOUR) t/^t{ ffirx) v !mn7 z-o 1-m n -o o mntlr z{ FU Ko [;6g ,^ 0) VJ A Fl o+ F. '.QFH E rrFY d orT rt )h N) l: .o l-i a (Dl I t'J t' tu Fl H, (-n fi 9<
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tsp
J 1-t --1 j'ir rl-fi -t t I .-.1 .-i i -l I 2 I T I t I I l 00 I+ li J-.........- 1N f, II + I I Ii Ii- .l j 1 -t .l -'l-.. t,; I'1i -t r T t 'l-I I I ii:illffiL { 20ll ,21 ) t (40,3 I -(I ll il il f8 I ) / j i i I l'J i I I l-I i I -l \\F \\ \\ I {\\lY il-i -1"- i 5 F It-.. t I if i'i D\\ t 1.. i.. ri iii'!ii l\\ I I iiiru_ l I I i: l. P I I (3 A} I I,r3 T!- I I l -i I IT I I t t l-, '/ti_ II / / V 7t V 1--! -- II --i --F )- (' Oi' I I I I \\ ) 1\\ I i {- t-. +Ft:( t_ t-I V +1 1r ) (6( I -l t-i I 1. (20, I ) trti irlt (40 ) 40 30 I I 10 ^1}- LAJ t xt = tx I f\\u,a !mnv z l-ot-lTl vTo = FIv !r-z{ tr 0, 7f o I r.: Fn ii 11 ts' ct; tQ P..,
- l.
\\J FJ TY O** H" LU N OL. ol i s6 N) ts-< or Of. Iut fu Ka 80 70 60 50 30 2A l0 o: HN)0 H O(,
,/ ,/ \\ \\ / / 4.0 Ful u.l lJ. = o-:) IF UJ .n u!z J 'N o H O(, 2.0 P N) tzr +J (Yl ! x) f\\s.Yrt -{7- !rnvn z Fol-m n'oo mvTr z{ E nl -PY.X ,1 !- /n=U. r\\ F'l i+ ll LJ-u- Y ,b brf tr rx-r-i x oo/ Ht /1 t$; FrJ "' aO I rf* N) Ox { r; F'rc I.= lr. oc+ ry 200 t90 t80 r50 r40 130 1s0 170 FETCH ANGLE IN DEGREES (RELATIVE TO TRUE NORTH)
60 =u o-3 I lrJtn UJY t00 80 Flt &3 3.0 UJ rn UJtz J 2.0 (D 0 PN H Lt*-i txt = lx) f-FP41 T' mnn z Fot-m 7To rn7 !r z{ f n* H nv .n rt nr <nP oi FrlP' trn (a !x. BOJ (D a v ox t! cDr-AOY I rrE' N Q,=^ co otIi6ts. n T$F ru K m MI'XIMUM SETL ? rP = 4.30 FT l\\ / / ,/ ,/ \\
=5 arn{Iooz. il Fs 'Tt -l \\ \\ I / x nur rn rn NJ /a) - 1-U 2u {s ]..! 1.,O -n -{ \\ \\ / /r rndt3 0 ,/ / I To / T z rn-u9 +#F rn(.) QT / / \\ 1l = U1 G rnIIo '<'lc t <n4 7bol -{6
- Za>
izsU fJ-s UH ur a.f,cn m / / I I \\ \\ I \\ N)(4)fulO\\{@ 'obbbbbk) }vATER SURFACE ELEVATION (FT.) C) CENTIMETERS lllttrtl @!o\\(rrrhrG)N)Jolr '<)'obbbbbbbb Aob cf6 -l -l o1=Z FmO r>m JCz -i #= Qc: F - "'n lTl -J(n (, '_N O IJO> 47r ij-9 rrnt ,, rl -' -+il 3F d <rn+ ><6 N>Io Io ts N) No F O (^) N' c)o (rro C)o 8 (,o oo (rro N) OO l\\) (,rc) (.rl .c>o (J tJo U (/) l-' r0Z ffrD HAH .JYP P-Om L0 {ts-F 50 FiT (D tsPr Hts NJO F\\c A lQ3 r(rJ N rll \\o rl)m rt (D Ocr 5trE Etn a,
oo WIND SPEED - MPH WIND DIRECTION - DEGREES (AZIMUTH FROM TRUE NORTH TO DIRECTION WIND ELOWS TOWARD) 5o 5o <=<= zzzz 99(,0 99S-H$frEx 93932 f>a>(, -l-l -lo:ro >z>z 9F 9F A-NV cto!:,{ = m I Iocavr Fo H N) H UJ I r^ l l !rrlnn z Fol-rrl vTo = mvTt-z{ ^F tFl9[a u r-q-D Ldqr
- 1 7f F{.r.^
IAaruYd / ,l Ar t-r P HL+ A H I' o i,1"X. (D0x LJFt xb A .^H I WJ V l^P l+6-X v-U P't5 30ru x-' P. !5nr PI J FO
WIND SPEED - MPH tst WIND DIRECTION - DEGREES (AZIMUTH FROM TRUE NORTH TO DIRECTION WIND BLOWS TOWARD) ]\\'o (.to o
=r
ZZZZ F 990tr' 9$et o EmFm m E.gTE = 6q6.,: 3;.2; u'lvra Jo<o >z>z l^l^ 9F9F ^N^X) B=83 'ts !? -{ =mrE ToCavr o\\e F (D: P N) P 3 FZr\\N F\\4. I./l-lt !mnn z Fot-m vto E mn!l-z{
p. al -oIa N^, UP tr{_rl-0r
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'trg\\ U>R t\\) PUx-P. 7or P X H 9 tn Y \\oo o
- 7,q'_ ( \\ /.o $. ') J d?1.'r\\(//' \\ ),* - -\\-^- --/71 r '2e*+ rnt!o!!o = CD m tr C. rn /Il-\\ /,' \\ 1l' t r / ---'?N 78r.32c.3o lJ /E z,scsSoJgl /,,'filu \\ /-^t fi"l -tr- "i \\il: i;/ ,r\\ \\ <^. l\\----- ^\\ -=- \\-.. N r-= I65,r' J( ^r / n--,'\\ -',) t c) /,f ',' i c /i / \\ L/" ll \\= tou' \\ \\s )x '-.r o )^ /rt \\ J r*.-
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/a-i\\ -__.r"'- <-- tf*"------. ( i rltE 't /' i /{fr 1l^/,/ rN ( I SL\\,.,l ./C\\t \\J t '*\\ l {'-- \\.) q^ ) r\\, (e?^,
- !)t N 26'52'ee"ttl
/z r --9r- 'v \\e* l-- x rn 6 e loo {q m P rn /n, o /- -\\ .,r \\ Se '^^ \\-j k* I c2 '\\ /^: \\--l \\ ._""74 xi"#zfr .$K; /s -u im IF l7l< lzlclo ll-Irflt> le l-o tol lFllv loIF lz l-l a F< PH r\\ Bh, r0E ii F'1-1 DA 5 rn06 Y'/nl ,r.l ll 0J 15 H ll HI o Po (u t$*HarLr- !r-: Ht tSHrn I X Ht;-1 \\v !{ a Ho) t\\, )( 6o (D1.'51 rn;:B u' F-P.h on
PROJECTION BASED ON 6 MONTH PREDICTION FROM THE DEPT, OF THE ARMY A NOAA \\ \\ Ar INSTAMTAI.IEOUS YEARLY MAX]MUM YEARLY MEAN INSTANTAT'IEOUS YEARLY MINIMUM n^l ^ l\\/ V'\\ l ht /tt/\\ lv J ( I /r i / r i i "^'/ I ) A \\ \\/l\\ '\\lr'\\ 573 aqa j ,,. J lrJJ ,trr t\\/r/t\\ /\\ 571 o I 6 d 5ro lr, /i L ii1 \\ /^r A \\/, / v-'\\A/i t '-tt Fo: FN H O(, PEo t-Hf,o 3 16 U a Ei, r-nP tsH FJ PX o5 N i:
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nlr n{ E g I -:{lna tm I ttl o!tct gt m> >I t{ Ftr r ftl 'nI 6.'f, lF (o rt g> gt{ v-T 3 I:'{ <tf,It nn (D F H (-rA"\\-) txt = x) '\\R.Y#l !rnnn zcorrn n-ll o rnn T'r z{ 3o HPcttt qr3 drD hrJ..' P tJ-r r P ,hH -/nH T,iox ruF,o N HH
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- rr r*F YF eq{
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"( L- /l^ r\\J (')' \\, lr" 1-r,r I o ( I ore\\-) /w-f n \\a eel S.l r\\ -r//^ a)\\r N,lrC^J)#W V'q-**-^ \\,' \\ / { rA,t E 2,366,2seA8 H\\tlfA-T:ti'i'fi,,,I*'ffi ry-'/\\ r(- qo\\ ,'/rWry 6' / /'u'- 'ruj--'-'rtq'i\\{ {'$,,# '-- -/ sstd p-qta - >< /- ' / -/,---eao m E m -l \\.\\.- r f) )soo ^1O \\cJ ) i I llI/ d t q?1$ o; TFafi lei a;E Oa atr m-{ z> ox ts T.r 6g r7 bx0 MD{ 6l 5e 16\\, IJ, il Fo s H N) P o UJ r -'7 /.J ,/ ./ --J '-'q,J \\ e, t\\ ,z ^: \\-,/ \\ ddde qqqq; PPPP o gqEi,. nriar ct 6@lr@ {'.1 } -l uNCgl 6T ffi( Hr e 2,l6efrst2o 'i I \\ Lf,N3rgqng U IE z.36sto+.o5 /,Hu /:^4 il1" i '-nl f lil "; // -,o-il-i '/ \\ lllu j/zt "W'ffr?fi /-l L-;+'^*E 7- 1--t H&'4, 4a-E=^$i ',ry-.- L -f J - -\\
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6Do Nqoo ELEVATION - FEET Bg3 ELEVATION. FEET ggg ELEVATION - FEET !4q 65 ELEVATION -FEET 88a. ooo ELEVATION - FEET Eg3 ELEVATION -FEET $$s o-lo ,{il \\ \\ \\ L' \\ \\ \\r. \\ \\ I \\ \\ \\ \\ !to \\ \\ irl rzm \\ \\ \\ t,\\ \\\\ \\ \\ \\\\ \\ \\ \\ \\ \\ N \\ k \\ \\ -oT m-z m t h \\\\ \\ t_ \\\\ \\ N N \\ \\ \\ \\ \\ !uoI FI t-zm lo t\\ \\ \\ \\ N \\\\ \\ uls E T nr -zn 5 oo (oo oo u{o at{o (li 8 (rl&o (rlo $o !o o '9 Bt izI N XE o3 tsON Itt rl tro z lrI rt $u 'o NI Nlo Nl,o NNo Po No .o Nolo NNo Po 8 g (Do o (J! 5d q 9 at{ Dz C) m a o =g 6Irltrz m I m m{ o 6{ E Cl trt n,I B ulmr2 arl I am m-{ uoo ('o u lo l,I u No g o (,a;8 IDzo m N nO !O o3 (,)N mco tro z m I! Hnl {d t$oo N(,o N5o Nuo '\\'o Po N5 I N E NNo g o Noo 6 gF -{,o m a{,o o3 Ha rO zm !r'lr-{Uo Io lf{+n t+t+fi =H**IE; iFiit" i ittla3 p eee i 3g* fiiFF 3i33 ol
- dt2ol'l
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Eg ELEVATION - FEET tg3 ELEVATION - FEET gg3 (rl{ No -t B Io g 6o 9T aivIzo m rr8 fl f;x tr = FI I1l-s6 -.1 6o t ELE\\ATION - FEET Eg3 ELEVATION -FEET E8e ooo tt d (, -Jo ELEVATION - FEET g3e ELEVATION -FEET $93 L \\ n \\ \\ \\ \\ \\ --J \\ \\ \\ \\ \\ \\ i \\ t .o e1 h t- = m [\\ \\ \\ N h \\ $\\ \\ \\ \\ \\ ) fl 1tto1 m =z m /il o .DIzclllt atuo oD(t mtr = m I al m m{ \\ \\ f, \\ \\ \\* q. T L \\ t \\ \\ \\ \\\\+ \\i I t7o1 h rz m \\ \\ ItI \\ \\ \\ N \\ I \\ \\ !no 1l \\ I mrz m \\' 'I \\ (4 o (rlI so (,1 E (,lI (I e6 o-lDzom(,l 3s 3 rN FB z FI I atN mo tno { N*lo Noo NI N$o N(,o NNo Nt Nuo NNo N o No 6o oFt =o FI Jo 3 @D-ah o, Fo = m al-m(' qo t l-o uo No o I roo ftl 1 t \\o. \\ \\ \\J \\ + L l I !T tl m t-z FI g t \\ \\ \\ \\ I \\t f
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\\ \\ \\- I T,oa m t-z m tttt g ++++ n tttt I ttil t g tttt = iit+ e tttf E 5 1E llr o oo.n.nllfi 2 cCccll6t o P?*IllE tr o 1qI1il6 r Iy, gBBgl e ilttt g I iggE E 8866 6 {-t<< oomm fi$HF 5E;; 38 o-idd t n iE o = oR r 'z FI I alm$ m{ uI (,luo go u 8 N @o N @o ct oo
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{tr BUFFALO EUFFALO HARSON BREST T4ARlNE LAKE _ ERIE HAREOR PERRY PLANT SI TE ERI E 8AY TABULA MARELEHEAO - CATAWBA ISLAND ANO HAREOR C L EVE LAND SCALE IN MILES PORT HURON ffiix) t-ry 1l mnn z Form nTo lm lE l!lrt> lz l{ H (J o F3 ts-7f tsl o Fl o P-b tru' (Dv, o N) FJ ag, lrr lFH. OO F1 r{o 0Jct P. F.l a
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== a (D a lrlI E+n d=E trgs EEM =*3 8Pe lrJ= f (n(oF lrJJ m J a aFz UJ = lrJE =B O< J91 Lt-5 ,u{ o =z TWEATHER CONDITIONS: TEMP. = I20 F. AND WIND = IO DRAWING NOT TO SCALE - I5 M.P.H. FROM SOUTH r MEASURED JANUARY 19, 1976 BY GARRETT A TWATER LEVEL ( W.L.) ELEVATION = 574.8.* ASSOCIATES, lNC. TOBSERVATIONS WERE READ AT EROSION BASELINE IIKII lrJzf lrJEo-U, LU lrl ..oo !um@ \\r<< oilf trJ (D l'. -<ili ot=- a9E ()<- o-i trJt9(D v--6-- (Lrfo 1,552'* g6't B LUFF -(>1 I jAL I rz!\\a txt = D( I v !mvn z l-ot-111 n !o = 1Tlv !1-z{ Hoo ry FJX ]J. ,b hn* o rr NYi af I t' ArA o F1o F-F. F{ o 1 3.6 0 0'* EXTENDS TO BEYOND VISIBLE HORIZON o H N) H O UJ
r MEASURED FEBRUARY 9, t976 BY GARRETT A ASSOCIATES, INC. .OBSERVATIONS MADE I.) OPPOSITE PLANT BARGE SLIP 2.\\ OPPOSITE MINOR STREAM RELOCATION TWATER LEVEL ELEVATION = 573.5'* -DRAWING NOT TO SCALE UJI PACKED ICE PILES BROKEN AND REFROZE ICE SLABS THICKNESS VARIES FROM 8..TO I. 4,, H IGHEST VISIBLE SLAB TO EL. 58O 31 To E L. sB 5.7' J lrJEo-a t.) 90' To t30' 2.) 80' TO t30' BLUFF H N) P (, t.) I 2.) HORIZONS BEYOND t^l s Xl t lY, I !mnn z Forrfl v To = mnTt-z{ H o t F1
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rlnl I o+Oo oo ++ os o() o+oo ++o3 ooz il tuoz Fo H o(, o-on m r = rn +o1l o'n 6)-m U'J 3 m ,g'ZLg = NOll-VA3'13 1343-l Uf IVM " 3Nl'l'S'N NO 03AU3S8O S0Nl0V3U* A8 Z26l 'Ot AUVnug3l 03U0SV3lt'l
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ISOBARS ( EOUAL PRESSURE ) ^.-.a,OcCLUgED FRONT {r-wARM FRONT ^-al,@Lo FRoNT (E-(E12 HouR posrr.tolt oF PRESSURE cENTEBS (r+) (xt + x) 17Inn z Form vTo rfln!t-z{ ru hOE b'o 0J (-f cto f-O oF1o F,l FX X. Ffid li ts'ts-E ';7 R O 5EL NHr^ /1 L v/ V 0, f I u-t.\\ ll P ao'"x 6ft oH. rto H
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tI L I EOUAL WINDSPEED IN MPH I ISOBARS I EOUAL PRESSURE IN mb I ^-irr.a, OCCLUDE D F FONT ---'*ARM FROI\\T /I4..,COLD FRONT (E-(Et2 HouR poslnor{ oF pREssuRE cENrERs f /,Ll I (XiX) v .o rnnn zrot-rr 7!o 111nTr IZ{ H fUo FJO ,^o (' KttDr 5OJF1 tt v
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DAY 1,6 th HOUR LINES OF EQUAL WIND SPEED (MTLES PER HOUR) (-JA.t-l (xl = x) I Mt !mvn z Ft-ot-m n !o mnTr z{ FO E F,' CN 0)f; .+ fn il 6P Ftl rr + P. Q- 'ao t ^Y Fi xa o:; OJH N rt ji '-tt F6 .s.Hh \\0 r-J ;i' ASHl' [.x
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LTNES OF EQUAL WIND SPEED (MTLES PER HOUR) 9dAF*l (xt + x) LN!ZJx>. T mnv z Forrn v To mn lrl> lz l{ FU r'.. (n OJF; tuo P[' \\vn FrJ cf + u.ne (oOH t ^Y HH P Itl \\U A nr N) rf;i A FU;i to cnilH o fr;' r ,I nK vnl ryPE.X ,u.o7 l. H =
H u) DAY 1,18th HOUR LINES OF EQUAL WIND SPEED (MTLES PER HoUR) -,tlG-\\ /VI 2 V\\ \\N i n/ v lTt77 z Form v 1'o = mvTr z{ E r..(n OJ
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DAY 1,,24th HOUR LINES 0F EQUAL WIND SPEED (MTLES PER HOUR) l, ,f!\\ttA q& i A,) T mvv z Form 7 !o m7 !t-l> lz l{ tpr X P. LEH EU) OJ F,I F[ u-t+ta (nh: t ox B r+ti o 1* o l!{^Y 5\\ A .r- 0'- id XJ II T F6 B* HX' 5X o ry ts.o
DAY 2, 6th HOUR LINES OF EQUAL WIND SPEED (MTLES PER HOUR) l Hl !mnn z-orm v -oo rnn T't-z{ E 0, X H. d EFo t Fu) 0JlrI: F'JOX v \\q Cn ;'; tr ox t-j rF + oN) gp Dx }F;l 0r); (n rtii t,, ri 'U r^ (Dvr FJ* F1 X' r r) H.o
DAY2,12th HOUR LINES OF EQUAL WIND SPEED (MILES PER HOUR) ?ts -^1)^ I Xt = tx I \\/f s t\\/ l-Mlx>' !mv7 zcot-m v!o mvTr z{ K pr X P. F EFU ? FU) 0r >v ll
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DAY 2,18th HOUR LINES 0F EQUAL WIND SPEED (MTLES PER HOUR),, )rZr\\'A x_x !mnv z FEol-lfl n !o mn!t-zl {i K nr X H. gFo ? E{ ('n 0, F{ 6R lJ. v '+tQ m).: fr ox H .+ \\r o ap o* r$ {;Y l-'l P+ ,4.I orf g ctH v, Fl +1 P 'U r^ nU, ilT i r) H.
DAY 2,,24th HOUR LINES 0F EQUAL WIND SPEED (MTLES PER HoUR) t_jA{-_] /\\./t 2 v\\ \\N r Y\\,, \\ I/\\/J T mnv zco 1-m 7.It o mn !t-z{ K pr X ts-
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DAY3,6th HOUR LINES 0F EQUAL WIND SPEED (MILES PER HoUR) !-ffi{ ffi+x) T trlnn z Fot-m n 'oo mn 1lt-z{ K 0, X P. t3E Fcn pJH 7f ;" F'JoX L.vq (nll tr o; H rt+ o o N {^Y .Ft fr A';l orx q dii \\ UX oilr r ') ry P.o
DAY 3,12th HOUR LINES OF EQUAL WIND SPEED (MTLES PER HOUR) lxr I IVI Z M) .It 111vv z Form n!o =mv!r z{ E g, X P. HZ,Y A rt u) o>f ;^' F'JOX lJ.Y \\a U)lI v ptun H r+)+ o o-* N) gp 5\\ ,.s I prT (n rt ll @H tnv ow/ HB;'\\ l) ts-
DAY 3,18th HOUR L]NES 0F EoUAL WIND SPEED (MTLES PER HOUR) -On sL !,P(,) v rTlnv z rot-rn v To lTtn!r z{l E OJ X ts. E'u =E f^ 11 " 9* F'r 6g lJ-v (q cn l,: t roX B cf)+ o a* o* l" E 0," afl orx cn r-r lI \\o .i dv 'v a^ oilr 5X o P.
DAY 3, 24th HOUR LINES 0F EQUAL WIND SPEED (MTLES PER HOUR) (X=X) ,\\N!/f2r t l-v-7 l T mvv z l-orm n !o mn !t-z-{ R p) X P. tsE F,(n D L-r )f ;"'
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CENTIMET ERS SETDOWN - I a. 4 )F ,l E=i.- t5 \\ \\ t--T- --l-t {VI : M) --\\r T mn7 z Forlll 7!o m7 !r z{ iE IL H t^O Xro .t 11 ^}I,KU FTIYi' U.,h Dnl t^ro Ft art o HFU o"X A I.] U' A se L^J ts oo P> U.A:, s) "Xts. H tr
ELEVATION IN FEET (IGLD) l,l lr! l,r C'\\C'\\cx (,r \\o \\o b \\o \\(t HEIGHT IN FEET t9 qt ro \\ob \\o (rl roo ao o o\\o tto \\o rO rO It \\oo q,o o 6o =z =c = =oz- = rn z 7T mr rfl mt-Ao mx() =m9t x9=ry = iiN atrm; Om -o rnc ttt ry r 6 d E,-o98 z Ulo mxnE mImut 3ol r) m 'tleN r[ (> oC rnzo
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ELEVATION IN FEET (IGLD) HEIGHT IN FEET (,r (Jt (,l lJl ((69\\ do\\oo ql N \\o \\ob \\o \\o o \\o \\o '.g \\o \\o \\o (,t \\oo {,(, \\oe =z =c = =oz -{ = rn z x m rfl nl @e rn = XE X fTl -mE Hg =zfr n8 o'n IN mrflt 32v ffl r- {m8 6 r =zg \\'e @o EIx!oo rngo\\ vo rnzorn8 -nnmA oo c mz ot t(t s No F (D: H t\\) P O(, l--Z-\\Fl (xt = x) a-..vlx.x T rnvv z Fo 1-m n 'oo mv !r z{ Frl FJ o r{lq (Dfr OD F-O o< DF n5 l fir E I-J< H P.O oP-N)\\(' T oH' I l-{ orHe JF> v'(,r)P-PP. 0rt D3 H.nrHL OJ 7ro
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(REV. 20 10/2017) PERRY NUCLEAR POWER PLANT 10 CENTER RD., PERRY, OHIO 44081 N095 NOTES: 1. 2. 3. 4. 5. 7. 8.
REFERENCES:
3 4" 4" 4" 3" 6" L1-3 3 4 42" 12" (SEE NOTE 2) SS 10 H13-P970 A H L1-3 SS C BC006 7 5 3" 6" 9. 10. 11. ~ ~ ~ = = = PSIG GPM F BY REMARKS REV 1 2 3 4 5 40 40 40 ATMOS. ATMOS. ATMOS. SEE NOTE 10 SEE NOTE 10 SEE NOTE 10 ATMOS. 40 1 75 60
- APPLICABLE TO ALL PIPING DESIGNATED AS L1-3 LINE SPECIFICATION 3"
3" 3 36" 3 3 L1-3 3 L1-3 L1-4 3 L1-3 3 L1-3 3 L1-3 3 36" 12" (NOTE 2) 3 36" 3 3 L1-3 3 L1-3 36" GRAVITY DISCHARGE 12" (NOTE 2) L1-4 3 L1-3 3 L1-3 3 36" 6" 36" 4 L1-4 3 L1-3 12" (NOTE 2) 12" (NOTE 2) 3 36" 36" 3 3 L1-3 3 L1-3 36" GRAVITY DISCHARGE 3 3 36" 12" (SEE NOTE 2) 3 L1-3 36" 3 3 L1-3 36" 12" 12" (SEE NOTE 2) 3 L1-4 3" 3" 42" GRAVITY DISCHARGE 4 (S=0.005) L1-3 3 12" (SEE NOTE 2) 4" 6" 12" (SEE NOTE 2) SS 9 H13-P970 A H L1-3 3 4" 42" 4 (S=0.005) 42" GRAVITY DISCHARGE 3" SS C BC004 5 12" (NOTE 2) 3 36" 3 L1-3 3 L1-3 5 3 L1-3 5 48" 48" 3 L1-3 3 48" GRAVITY DISCHARGE 6" 4" 36" GRAVITY DISCHARGE 3 L1-3 3 L1-3 5 5 L1-4 48" GRAVITY DISCHARGE 3 L1-3 3 L1-3 5 5 36" GRAVITY DISCHARGE 12" (SEE NOTE 2) L1-3 3 48" GRAVITY DISCHARGE 3 L1-4 48" GRAVITY DISCHARGE 6" 4" 4" 3 L1-3 12" (SEE NOTE 2) 3 L1-3 5 NC F504E SEE NOTE 8 F503A NC NC F504A 36" NC F504C NC F503C SEE NOTE 8 NC F504B NC F503B SEE NOTE 8 3" 3" NC F504G NC F503G SEE NOTE 8 12" (SEE NOTE 2) DRAINAGE FROM UNDER PLANT AREA IS THROUGH A 12" LAYER OF POROUS CONCRETE BELOW THE MAT. POROUS CONCRETE PIPE, EXTRA STRENGTH, ENCASED IN PERIPHERY OF POROUS CONCRETE AREA TO COLLECT DRAINAGE. INSPECTION MANHOLES. BACKUP PUMP MANHOLE. GRAVITY DISCHARGE SYSTEM INSPECTION MANHOLE. GRAVITY DISCHARGE SYSTEM TO BE NUCLEAR SAFETY CLASS 3. PUMPS, VALVES, INSTRUMENTATION, CONTROLS AND ASSOCIATED PIPING B-10 B-4 A 5 PLACES A A 12. SEE NOTE 13 806-0017-00000 THE OVERALL NOMINAL SYSTEM FLOW CAPABILITY OF A SINGLE SIDE OF THE GRAVITY DISCHARGE SYSTEM (i.e., LINES 3,4 AND 5) IS 18,500 GPM, HOWEVER, THE 18" SLUDGE ALLOWANCE IN THE 48" LINES BETWEEN MANHOLE NUMBER 20 AND THE EMERGENCY SERVICE WATER PUMPHOUSE AND/OR MANHOLE NUMBER 23 AND THE EMERGENCY SERVICE WATER PUMPHOUSE LIMITS THE OVERALL SYSTEM FLOW CAPABILITY TO 15,000 GPM. THE FLOWS AT NODES (MANHOLES) ARE NOT ADDITIVE. ASSUMING A GROUNDWATER ELEVATION OF 590.0 FT, THE LINES ARE CAPABLE OF THE FOLLOWING NOMINAL FLOWS: LINE 3 12,000 GPM; LINE 4 29,000 GPM; AND LINE 5 44,000 GPM (BECAUSE OF AN ALLOWABLE 18" SLUDGE BUILDUP IN THE 48" LINES, LINE 5 IS LIMITED TO 15,000 GPM). MAXIMUM CALCULATED EXPECTED FLOW IN ANY GRAVITY DISCHARGE SYSTEM LINE AS A RESULT OF A DESIGN BASIS CIRCULATING WATER SYSTEM LINE BREAK (UNIT 1 ONLY, UNIT 2 IS NOT OPERATIONAL) OUTSIDE THE PLANT NEAR THE STEAM TUNNEL AND AUXILIARY BUILDING IS LESS THAN 2,000 GPM, WHICH INCLUDES 80 GPM MAXIMUM NORMAL GROUNDWATER INFLOW INTO THE UNDERDRAIN SYSTEM. FOR TABLE 1 - PIEZOMETER LOCATIONS SEE DWG. 746-0009-00000 13. 14. LEGEND: = ABANDONED IN PLACE 480V C002B 1 480V C001F 1 A A SS A 6 C BC005 LS N091 1 480V 480V 1 C002A 480V C001D 1 DRAIN DISCHARGE. SHALL BE CONNECTED TO THE PUMP DISCHARGE & ROUTED TO SEE NOTE 17 SEE NOTE 17 SEE NOTE 17 SEE NOTE 17 4" M15-4 FI N092 4" M15-4 4" M15-4 FI N096 4" M15-4 FI FI N094 0H51P1426 0H51P1431 0H51P1430 0H51P1429 0H51P1427 806-0017-00000 806-0017-00000 SPARED IN PLACE.
- 17. PIPING, VALVE & INSTRUMENTS BEING REMOVED TO A LOCATION DETERMINED IN THE FIELD TO PROVIDE CLEARANCE FOR NEW INSTALLATION.
- 15. MANHOLES 6, 7, 9, 10 HAVE OPEN PUMP DISCHARGE INTO GRAVITY THE OUT FLOW OF GRAVITY DRAIN IN MANHOLE #10.
- 16. IF PUMP 0P72C0002B IN MANHOLE #11 IS REQUIRED TO RUN, A HOSE C001E 4 M15-4
- 6.
MANHOLE IS ANNUNCIATED IN THE CONTROL ROOM. HIGH WATER LEVEL IN EITHER BACKUP UNDERDRAIN CONTAINMENT UNIT 1 AUXILIARY BLDG. UNIT 1 HEATER BAY UNIT 1 TURBINE BLDG. UNIT 1 BLDG. INTERMEDIATE HANDLING FUEL BLDG. RADWASTE COMPLEX CONTROL DISCHARGE GRAVITY N071 LS P339B H51-TOP EL.620'-3" BASE INV. EL.563'-0" MANHOLE #10 P338F H51-N081 LS BASE INV. EL.583'-3" MANHOLE #24 (SEE NOTE 4) TOP EL.620'-6" BASE INV. EL.563'-0" MANHOLE #11 BASE INV. EL.586'-9" MANHOLE #15 EL.585'-9" BASE INV. MANHOLE #16 NOTE 5) (SEE NOTE 5) (SEE DISCHARGE GRAVITY DISCHARGE GRAVITY NOTE 5) (SEE BASE INV. EL.587'-6" MANHOLE #27 DISCHARGE GRAVITY INV. EL.588'-0" GRAVITY PIPE INV. EL.588'-0" GRAVITY PIPE NOTE3) (SEE EL.564'-0" BASE INV. MANHOLE #2 EL.585'-1" BASE INV. MANHOLE #17 NOTE 5) (SEE DISCHARGE GRAVITY DISCHARGE GRAVITY NOTE3) (SEE EL.564'-0" BASE INV. MANHOLE #4 DISCHARGE GRAVITY EL.587'-6" BASE INV. MANHOLE #26 NOTE 5) (SEE NOTE 3) (SEE DISCHARGE GRAVITY INV. EL.588'-0" GRAVITY PIPE EL.568'-0" BASE INV. MANHOLE #14 INV. EL.588'-0" GRAVITY PIPE EL.587'-1" BASE INV. MANHOLE #25 NOTE 5) (SEE DISCHARGE GRAVITY DISCHARGE GRAVITY N041 LS P339A H51-(SEE NOTE 4) BASE INV. EL.563'-0" TOP EL.620'-3" MANHOLE #6 P338D H51-TOP EL.620'-1" BASE INV. EL.563'-0" MANHOLE #7 INV. EL.584'-7 GRAVITY PIPE EL.583'-7" BASE INV. MANHOLE #18 NOTE 5) (SEE DISCHARGE GRAVITY EL.582'-6" BASE INV. MANHOLE #19 NOTE 5) (SEE DISCHARGE GRAVITY NOTE 3) (SEE INV. EL.582'-6 GRAVITY PIPE EL.580'-5" BASE INV. MANHOLE #20 NOTE 5) (SEE NOTE 5) (SEE EL.579'-3" BASE INV. MANHOLE #21 B K820 D17 RM PUMPHOUSE SERVICE WATER EMERGENCY EL.580'-0" BASE INV. MANHOLE #23 NOTE 5) (SEE NOTE 5) (SEE EL.579'-3" BASE INV. MANHOLE #22 A K820 D17 RM DISCHARGE 48" GRAVITY NOTE 5) (SEE DISCHARGE 48" GRAVITY N051 LS HEATER BAY UNIT 2 TURBINE BLDG. UNIT 2 AUXILIARY BLDG. UNIT 2 CONTAINMENT UNIT 2 INV.EL.579'-0" GRAVITY PIPE TOP EL.620'-8" BASE INV. EL.563'-0" MANHOLE #1 TOP EL.620'-6" BASE INV. EL.563'-0" MANHOLE #5 TOP EL.620'-1" BASE INV. EL.563'-0" MANHOLE #3 TOP EL.620'-3" BASE INV. EL.563'-0" MANHOLE #13 EFFLUENT RADIATION TRIP ALL PUMPS ON HIGH 746-0009-00000 806-0017-00000 302-0002-00000 302-0001-00000 DESIGN DOCUMENTS NEED TO BE REVIEWED. FOR A SPECIFIC OPERATING CONFIGURATION, THE APPROPRIATE OPERATION AND/OR LINEUP. TO DETERMINE THE REQUIRED VALUES COMMON OPERATING CONDITION, AND/OR SYSTEM MODE OF AND FLOWS) PROVIDED ON THIS DRAWING, REPRESENTS THE MOST IN GENERAL, THE OPERATING DATA (PRESSURES, TEMPERATURES, DESIGN BASIS INFORMATION AND SHALL BE USED WITH CAUTION. SYSTEM DIAGRAM SHALL BE USED IN CONJUNCTION WITH THE PROCESS DATA SHOWN IN THE OPERATING DATA TABLE ON THIS P338E H51-TOP EL. 620'-6 EL. 563'-0 BASE INV. MANHOLE #9 IN PLACE ABANDONED IN PLACE ABANDONED IN PLACE ABANDONED IN PLACE ABANDONED 17 NOTE SEE IN PLACE ABANDONED ISOLATION ONLY. UNDERDRAIN PUMPS ARE ELECTRICALLY THIS SIDE OF VALVE ARE ABANDONED IN PLACE. VALVES ARE FOR INV. EL.583'-6 GRAVITY PIPE EL.564'-0 BASE INV. MANHOLE #8 R977 D17 FI N977 D17 FT R0976 D17 FI N0976 D17 FT SEE NOTE 18
- 18. DISCHARGE FLOW DISPLAY 0H51P1427 IS ABANDONED IN PLACE.
806-0017-00000 SPECIFIC LOCATIONS AND DETAILS. YARD PIPING PLANS AND/OR MANHOLE ISOMETRIC DRAWINGS FOR FOR THE CLEANING OF PUMP DISCHARGE PIPING AS NEEDED. REFER TO CLEAN-OUT PORTS MAY BE PROVIDED IN VARIOUS LOCATIONS TO ALLOW PLANT UNDERDRAIN SYSTEM PIEZOMETER LOCATIONS RADIATION MONITORING SYSTEM D17 P&ID SYMBOLOGY P&ID SYMBOLOGY DESIGN DATA NORMAL UPSET BY CHKD REV PSIG F PSIG F TIME REMARKS
- P OPERATING DATA SYSTEM PLANT FOUNDATION UNDERDRAIN (DWG. D-302-0861-00000)
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LAKH ERIE FE:RRY $ITE ALI.ESHEHY E5CARFMENT MISSIsSIPPIAH
- PENNSYLVANIAFT (SANDSTONEf SHALE. AN0 LTMESTONE)
HLEYATISI.I (Fe FT) Pl,EisTocf NE (TILL & LACUSTRII.IE SfDttYlEtiT) 1000 - 0*
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