|
Idvl COO-O
2' CBSGOI-A'DEM
LAIINI I
t '0 O ITOsLlht
DEPARTMENT or WATER Rssouncss """"
H I bit
w 1". -o It
loco rawzvm u- allLc
99.... Cl
"unwise: no at '" "
nous n wetter: "'m'
OOD'NSI 0v Al: a --_u.
J 0".v ll~.-O
Chm I 4077 un'noa. on.
.uu. ... .,.. .
tutu .u
I~I.V§l "A... ~
I-IQ HHL u... n.
w n a...
mm to: State Board c. innervation
ham: John u. wanna, Director
Department of Water Resource-
sub;ect: Cpportuultlel tar mummy unsure: to Control Floods in
the cum, Hithlacouchee, anchor-oust m knee River
Batu
Reference is made to the several lawman: which the Department of
ter Resources has mmmd regarding the not-d cw, ad the matinee of,
catat- canth 1:: the bum cf the mutual, Vltucccocm, alumna,
ma Peace rivers, and especially in the heth of than four river m
the Green Bump region of Polk and Luke mouse.
to a new? cf the Mantis: floods roll nuns the lac cuter nin-
stout vhtch struck vest-central Fland- nerch 15, 16 and 17 or this year,
the Freud-at his included la his budget requut for the 1360-61. fiscal year
the m of $100.0! m- e rumicunce study cf the Inter prole. As
of May as. the m of Wmutxwe of the Ganges: had punt en appro-
prietlune let tucle thu 1ten and the nut: appropriations canittee
$8 conuldnlu a and)" out. his appropriation V111 finance 0 etudy,
dread) unwanted, by the U. 3. Am Carp! of near: to Genuine the
lost noun-teal and expeditious my to cannot: bath flood control Ina
voter nummtlan for the benefit of the entlre on. 811100 um vlll be
a "whence-type study. it will be necessary to ml: nautical oppre-
prutlou to: let-net] gimme or the wanted works and. mmtly.
Iocxm w
Polo. 333303 3:133 n25:
9.3132... 1.3102: rayon 3 :3
Oiazova 33:.
to seek appropriations for the federal share or the costs of construction.
Such studies as are contemplated are tin consuming in the-selves and
the periodic eulniaeion of requests to the Congress for additional appro-
priations is even more tine constrains. A very conservative anti-ate or the
elapse of tine before soy construction under a federal appropriation can
be acconpliahed is five years. In viev or the onupetition for federal mndn
for flood control projects, this may anally extend to more than ten years.
In the meantime, portions or the area have been subjected to damsel
floods each yen- i'or the peat three years. The entire area had previously
suffered from the severe drought of 1552-1957. At least a portion of the
difficulties in both instances has been caused by works or non which have
restricted the water storage areas of lakes and strum and have speeded
the runoff of rainfall. here are many indications that agricultural and
urban develomsnts in these basins have intensified within the past five
years and this trend apparently is continuing. Consequently, it appears
that the frequency and severity or both floods and droughts will increase
until remedial action is taken.
here are, however. interin natures which might be taken to reduce
the severity of floods and to restore awe of the previously lost water
storage capacity in the upper watersheds or these strewn. mace season;
can be taken by the state and/or local interests without conflicting with
the long range studies and eventual construction which will probably result
{ion the federal project.
Figure 1 shows the general location or the tour major stream cunning
ban the Green Swamp area. The lower nap ahmas the pieronetric elevations
or heth to which later will rise in sells caaed into the oridan Aquifer.
Since arteaicn pressure drops in all directions out from the Green Snow ares,
\x \K
K
x
(6"
of"?
\../
['HIN(IFAI .'Htl\,'\ Of FLDQITA \
FII'YOMI'IRIC SIIPFACF OF THE FLORIDAN AleIllEw
voter lest he rechsrgie; to the squire: 1n the Green Sven. m significence
of these sketches at this 1:13 is the interdependence of eseh of ab stre-s
end the curious nleticnship between the surfece esters end rechsrge or the
grand tor. the ebsenoe of whee teeter vculd inch this teenage.
Several me: offering praise of effective ester coetml for relatively
nines-enemas! otnmds ere shamangnre 2. m- is manned-p
of Green Sven: shaving the piewuetric mrfm end aerial vster surfece
elevstiou shove sea level st e few key palate.
the two principle tributaries of the Pelltllkehs River, I tributes-y of
the Menus River, ere Big Creek paralleling U. S. W 2? for the em
length of Green Siren end Little Creek vest at end psrellel to Big Creek
but only shout halt se long. Big Creek in fund by discharge throth four
or five culverts under the Polk City Devenport road true lakes Impery,
Nettie, We end Mime end the permanently vet nub lends connecting these
lekee. This use could essily be used for storage of s considerable vein:
of utter vithout. serious tinge to surrounding lands. The dreinsge sree
is not teach lsrser then the wet sree end the beaks else; the south, south-
eut end southwest edges use relatively sharp. It appem the: by reieieg
themevedroedhorderingtbemlmthemm: zmsnd
by installing edaueteble pm on the culverts, possibly as use): es 12,000
to 15,000 eere-tt a! tater night be stored in vet nether to be releued
psdmlly in dry weather.
A coesidersble mount of veter cen else be stored in the sump runs
through new: 315 and Little Creeks now me in the interconnected tributery
weeps. figure 2 shoes by 2.118 at two broken red lines the spproxinete
loestion or he Int-proved privately owned reeds extending from U. 8. Rummy
27 to Sine need 33. These reeds ere at e neturel mend elevation on the
2
m
H
u
m
W
m.
m
Wail.
aaad rid. panting can swap tuna, but in moral mucus substantial
lls nth altbr bring" or mart-.- havo aim-sly boon stalled across
the amt. A nlattvaly aim: construction smoke: to rain and Its-earthen
tho fills and tnatall control amounts would penal: nor-3: at can: neural
feet deep over a couldnable acreage.
an area ooded by ouch amount to actually nuodad annually and
the propaad atmuuvl would amply rapiaoa the natural nor-av tor-arty
attuned by haavy vane-non and sauna W. 30th the roads and the
flooded area, m, are in print: amend; and the consent of the
W would ha accomry.
31¢ Cm): amtan: 601 cubs: {not per aacood to lab you! and aub-
aaqmalytotha Lain 113th- wpcrhaunorthamm mmammuea-
m at as: height of tha llarch flood. Wax-11y storm; this water night
Mudomnehtonauadaaaumdnuelmamummaliver.
A. mmu- astnatlun prevails in the chain of Lama lytng In the tri-
angle found by m Road! 50, 33. and 561. than laiu'n dim 106 21!
at the height or on: March flood. Installation of a le couth sate
could have permitted not-ago of a part at an: water for anew at a
non opportune tun. Those lakaa can 31m to anim- mun Croat Gt
u um; mmacooam ill-ear and that run controls mat arm a mans
of averting vaur nu ona haul: to aoothar.
bra-1am to mm 2 will aim: that tho Rituaeoochae luv" avian
abruytly north mt mutant of M City. At. thia point the mllabomush
ner tamtnatea only a short am has m 211mm. mm uid
In the mme liver, than la In actual coca-cum: bemoan up We
rivers, and a large part of m flu! M the 0m 8m ma nimury to
the Himacoochee River nova dem tha must-atom Blur. A: normal rts'ar
stages, n lcv um. separates the veto" 3f the two rivers.
It is denim}: to he eble to dzvert but to the "illlbmvuuh River
during mum stages, thu- provtdsm lull Insulation of poets In both num-
null ean be mum by the construction :1 n then cal between the
lanthanum}: River bridge on U. 5. mm 98 and the "numb. ver,
together with the mun-um: or a control In Just upon-en true the budge.
storage of voter in the When River Dam can be mild-d
by nu! ma "tum State Raid 33 and the Sum Retire-d manhunt
(Figure 2) a due. mantle contml structures upetnn o. the brim
in than about-ante vould peak the stance of e wand-able quantity of
enter as the up may W which tributary emu new. It mm, at
course. be mun tc chum tn- mutation of the State Rood Department,
the named and the ma of the property on which an utter would be
atored baton this could be mm1md.
The mustang: an" else he: e very serious bottleneck us its war
reache- when it pure: the-am the City of Me. The net Meat and
m the- bed bordered by urban develop anally do not proud. Wf-
clent cepeclty to com the flood men. A previous study by the U. 5.
m Corps of Engineers laminate! the poutbtuty or awn-nag utter
W M. m 51: line crack. m: we. not moaned it that the be-
me. the cost of right-atom)! node the cost! tuned the benefits. The bone-
tite or ood eontml, however, an he met: meter now than men thin emu
on at. A utmstmou should he mm 1: hum-e the: each
n mascot m be teatime todny.
Figure 3 10 an eerie: mi: N lake County. he eminent feature-
to thze stamina we the ladle-tum. that the mml flow J water was
was mm (the um 1a.. cut to mt by an 1':th or eat lax-sin of
-6-
theptcture)mbyoverfloutothewen mmmummuw
the obvious turner flood relief channel tron Luke liars-10 to the west into
the Ulthlocoochee River lulu.
serious nets-lettuce to now exact 11: both the Date duel, thread!
muhmmpnmwmuaumcoummusmAmmlover
reach" at the cum liver through ma: the entire upper mm bum
mt ninth-rue at pro-em. Inc-cud channel! with Idem control We
hetueeuhhenpio mama-rusmumuhmummmm
coaches ler hue been mouse for one the. The letter chnel la the
nutty nutty Greet pron-ct Ihlch the Mm! Mthorlty of 1m County
has under study.
an Iblllty to MUM mm atly tron Like wept. to the "1th-
lemchee River end the our of "euro than. pastas through label Dan.
:matu, an! Griffin and that the (Jul-vein River vault he very deelrehle to
both Orange end an Ccuntlu. 1hr: vlll he period! when both hula will
he 11: flood at the nu use. however, the new or the ulthlecoachee can
u: both rlver haunt. m, I mlhnhle quantity uf voter could he du-
chu-sed late the withlecocchee azver vithant eerlm malty- a. pro-
.)ozt would else be en nut to Grater Gaunt, since It would pmlde drum-
use for the Lulu mu em pmuutly very poorly unmet. A. previously
mentioned. the Oklmhe Inthorlty hu this utter under stun hut shortage
of made 10 delaying ccupletion at the engineering report.
lb angle project or those manned would have much an on e uaor
ood than. Sewn-u of than mum emlt-neounly my, weaver, serve
to reduce the oevurlty and mqmcy or man: floods. In all cues, e
preliminary denim uould be required end property carts investigated heron
e reasonably accurate esti-te of caste could be node. m1: is e proper
(inaction for e consulting mineering rim with s out! or speeisliste on
structural deeisn sod contraction cost estimation.
There in little possibility of completing ouch e study in tile to con-
struct structures before the tropical storm seeeoa of 1960, even it me.
for such structures could be ssde svsilebie. It uey he pouihle, however.
by titlile engineeriu firms with previous Wedge oi the trees to con-
plete such studiee sad prepare accurate estiaetes or funds required prior
to the 1961 legislature. It the reports indicate a reasonable benefit return
{Or the my to be encoded, appropriation could he ought ad em, if
not ell. or the suggested we constructed durum the our and tell
of 1561. These tenures mld thee serve or e pertiel solution to the voter
control problen until the federal study could he cowleted.
It then matinee ere followed, it will be necessary for the 1961
Legislature to create 0 voter control district to eaten! the mode and to
operate the desired works. Since all bur bssins will probably be inter.
connected end interdependent. it appears logicel to include the entire arcs
in one lei-9e eater control district. Such s district could fin-see loot of
these urgency menu-es by property tsutioo. It could probehly be oeceeeery,
however, torthestetetoedveaceellorapertotthe mndspeodiegthe
eolleotioe of tsxes if these efforts are to be undertaken soon enough to
prevent multiple reoccurancea of dieeeteroua flooda.
Although the surface voter-e from the Mex-eh {leads ere slowly needing,
the ground voter aquifers ere still hilly chemo and uxy repetition of heevy
reinfell in the next several moths will elmet certsinly cease floodiu. Moe
condition: will not prevail indefinitely. but it sppeors Very likely thst they
will reoccur at frequent intervals. Corrective sotioo It the esrlleet pOIIlo
ble time is etmuly recon-ended.
PAGE 1
DEPARTMENT OI" WATER RESOURCES .y :,:!:? ..~--:-31. + .12. J.r. "J1-1. 9. --is f i"^er.fr-,3-!:::33 1.t, :|-.:ct: [ 1-. -: -. : I.j. .r". 03. 1 ... s r 12:. ;-:-'. ....-.11 4-=. -. 113-..-2r-: I. -i.71.! -: -. .-le-c .i~ i is:-:: :-.. -1:::: i.er ..:ri. :e r:-.:;..... :r. in-, l.'. 1::.: -09". i'l-:n. eLL[. al:.e W:-1 s'|: for .':[e:ar".:n-'ul -v. r r :r -. r :.::7.el.;-r: .u -...:.':. --1.. --:m... th+ ir-: r-. .m er, .e :7 7.4 :i 1:: -: : :--. : ri-. -: .-. -.I am,:e .r ......:, :. .-i:'-., ..-1 n: 4-r-r uis ~ :&-1-:-1-':, is:.-i e-!ag :: -.. -.. :|L: .... -1.|. r i .1 7. r--[ .: :'iw-'''i -r. ".:2. ar--i-1. .6 :!:j TE: 1 1. -!' ." ak 7 ~.515:r: 2 -ar.i:f.-"'-, Wilsti :.'rit-:.: -":31:s::.'.:--: i..r..1-2 F1-r ..'': tir:-: : -:.: --M"ci'r.:n-.|:, 7.1. |vi:i ill:|L,:3'-:! ..n li -kra?)eC' r'--;i-n .or 'lili -'A E|r-s'ft rir :a:r: : E il :-..:. I r :! e. --1.rit-..2-M17-'.-,. :T.ht:r wra'.-:r r 1:ler). L: e .ale :2: -.w. :".: re-:': | -:', -. -:l: 0 --Jr: .':1:: :5. : 1:.: : : ".:--. :: -5:n a.I .It -.: i ::al -.:1i:1r :t .:-. .:tri sini iI e e-:risi e til: -r-r-aja-: 5 i .-21': :'-2||---se idi-";:1.:. n etsi..nr asl. 5~nia <:11r ; r-.rat 1r. 'Asi L11: -.119: a :;i-i:ly. --..1% r: :-: 1. "Ly :e: I ../ 're r.: :~ :":de:6.7. '. .5: *-::-Era: til! --.e is..:-::1:,1 .yr-5:-.:-. -.. -m:s'.' al 2..1: s. :-_ : .--.3'.:'.. !!r;d .Mr ei :..2-r'al..1:s it.r !3.-. so.!1el'! 6 :,r a:.r' --11* .C.: Bro:1. .-.re--: "..:1 Util bra -.s r.:.-. 3 -:r--li :/r --.:-p:.: 7-.. ':. r i i t il a.: :1::1 :l i: ary !.. -.t'. 3 's 'ej I '. :r,:si 0E-;1e 3.rit:t.-a:E r it:3:.: :i ;. -::3.: i -.S :ni:-.r-rd a:.rL ur.j. :'.2::7:7 s
PAGE 2
ki V &9
PAGE 3
.. .... ..r....u h tefira hr o h osso r~rc1n Atch~~~ ~~~~ .........:. a r etnp te aetm g.r..n r h lsle n
PAGE 4
A -I C'->; 'IC"
PAGE 5
.3,. water E:uet be rechergiog 17 i br ese .for in -.te Groes 'Marae -""he dignifiore e these ske-.:hes et & s -. irs ir tae ir.t.e rder.er.dene c f --sch of the Mreallic and tho :by-:-::sis re.aturasag ce:WP:n :hs E-:,r;~m waters and redierge of the g-02d Mio.-. 22 adesef the r:klevabe Ra':er, ar" Bg Cred pnrs110.ars rf. E ilighway --' for the call le ".a /3f G--een SwalJ) ile:d Litde ifOf'k Wilt (-f GWl [-6791~2t'l T-2 liig DH'O but nMy stoat br:lf as lore Eig Creek is A-rEn!l by diua&ry throm!b four er fivr2 Culverk'-Jiidur ".ht! E-211. hty -00V0r-prirt ropd f--Dilt 1 alms L-Jwerya }kttie, Vitra and J''allana and the prirtirenT.~1y tiet rdErsh ~.ards e:--rJeting these lu"E G -21:.9 ardi 2:!1ld edelly be larF'l fr.r sir rag -1:" e can'Id dersbac YOPJaie of water v'3 i ut stricua dale13e 7: Part:erraTIE 2aniE;Th : irafange mi'eu ir. m:t m'ach larg:r aar. the wat crea m!d the hac.s ui ,:s the re-':th, sa'JthWT. and F1-3Cw?:,t 5 -d-:s gre r:'~ielively sharp. li spym tarby ;'aistre the og aged rad & edeir.g um e ~ar.ds al rbs n: rth sbaut i e 5 f T. and by mstal". Icg adsluu ab"_e 6.:"-6 7-:1 "h-' ed'JC', e -.E3 --aly 25 r-JEh Ca 1 : -N 1.0 M,:O: Ecre-fi :-? vnter might te miel fr. uet -Jesther to be rele-Jo'd ceauelly -r, -i,'y ME;ther yn: i krat ic: e-1-st.nt tf J Nr tel alC be -,-wred ir. the sosia:.' r'ar.s ir::t.gh WMdl Big and ~ ittle ''reeks !~in CA la l'io interconnected tribuT.Bry ol;;pe .75",1re ~ sh:.vs by rsens : f tw.: brem re-i I r.e a The appr-::II:Jr.e lot et i:0 r:]tw:: Stijir-r.-:ss!d r ri-'atel-j avocd 1'7'.'10 ,?%I'GN ,71fe'cr i~. ~. EF;t-l'ay 2~{ 10 gr1T2 Ftry33. r .:st are M B ttti".'art13 WNRd el&':St ten 30 thC
PAGE 6
-9 FIGURE1
PAGE 7
..:--. W.:. .....:.731.-.1::: 1: 5:: y -.,: ti.:11 -. -. .-I r: -Tr". -. '-111.|-Ir 't.17 -.:=.-12 e .o" 1-r. --':" r_-l.:r: m:w o!r: .:-m i -:--: :.s':--. !.lv .-;-:1:_ ;-. -r--!'.1*.-.u-j:: 31 : --:. I1-t.2.:. .-. -r.!.u-. -is : G'i1t. 11-. f: |17 :111 I ||,.irali --::'.r i .--.--. -. -112 'a .. --|--.: 3 de,-:-a-.r -: :::1:.. 11.7.. :-e .-: : :l'.y li':-: '-: rn 'r. :"..-.. .-. -----;..:-:v .. : -i.. .--.z:i g:-_--. -_.. -1 --.p. _-. ---:... _s.g.: ---.. ., ---.-..--. -.. -.: -e --.'r -.-.-': .1-.-:.1:'..i-~-. .--. ----t -r, e.. -.m-.1-..''.....--. --i::. L --1..1: --.i -' :-!:-. 3 :::e .!;rr, 1-. :-:.:. ... .: .--.T --|-! 1.1 t rtt : 1.ht: Z:r-':I .-j .--: .:Li-i i:1:1.sally.|'I'ri -::-I ----r. ci: .-i: :Jr9 '.! ae. a:.-:. -----------. _.-.'i .:-.1::. :'.:--,.-.:.1 ".. ---------..y -r-: -r"--:l! -~~ s:-h: ------.... -:---e3. .r. -'ei--.-.:-. 1 --: e.-r -. :.! 7: 1-11 --. :.ir' -: -'-1 1 Gr.. -1 .--1" --3.t... -i.'!:1-r-, -::v -|-.-Jor I .%-:" ":1 'l ----
PAGE 8
-1:..:: e -: :t:.c i -!: :-:r:. w-:i--.".:11 -.. I ~v-:-1 .r r.:)] -. ... r:-.....: -. -.!!:: r:: ..--i : :-.';r. ..-2. ---.-.: ; .. : .-.".:.. .. .or.... -'.2-.-::i -, ---:: .". i~..-ra:-j --: i-.. -.:n-a. .--r. -r. T :r '-'I it ti,-: u -| :i --. -1--I l':1: .... .-:|:-.Ir 1 tc. .-i--:..->. .. --.~r.... 't c -.----. -----1". ::::E.-12' -T J:0 iI:r:Jil. I0:7..rea ---r -'ri 97.2 1:,-' ..--2: ".::'! 1 t --r1 E. --r r ---r.. 21 1. --..| ri : --:--1.: : : --:r-2. ----:! -. ----t -:~-1---: i -:--: "' ----!C .er !...: ---. .:! """.. r ------..r-. .a 1.--......----------1 .. -:i ---:' -'-1---iiij ..:t -.f r; -._-. -::::-. ::14$ I!:-: e A' et : iltT ---!'.I.c y i'.-J :.::.1 .:'.r. 11::: :-E----------..,:s. : .r-::-.' -: 11 .:. :. --.-. -::-:-r---. ----e 1 -:-. -.'. i-.d.' ':' .:.. -." -!1.::. -ire : i -. -ilt .:e:ei. 1:: i!--'' is..a .-. s :-10---:.. -.".... -|. -.7T.: i-.:--:: .-. ---------
PAGE 9
1 -:12.;,. 3 1.y .:": j -.'a y 7:1'N' -' '.4*.0 I/1-r. [ Itr Ir-. I t --..:; 1-: f .ed x;F: :! Arir:r'! t .". IllPP -r--!:1. r '.:.?|..9 .-' -': 's-:r.1 L. -t --1.: --1 .----r I. ---. T ----------.. 1 --'.-: : i--------.r.-------c ---------,-. r. .----.-r--. ------Uu. --------c -.h: 0.10.. '. --T -.-: a..031r-a --i. -r !-.-.-:-.5.' -C j :L: : --.: 3 -sl:-'--t.4 :l'd 6 -.3:..e--1.1, Y -i.:Mi .21 d-"-''. -4' i ..1 t:. y 3-:er ':. a|:d ireI's-----
PAGE 10
pn:1 tranary -les igz, w : N N.ta CEc en 1 ] upay -ci --2,-22-'-M*-d be f~" 6 Peas -n'Jaly a:' MrsTA' t'ST..IBM' t 2015 "Cli i l'r' ritiJe .Th 1 G i 5 it 7---J er li.rLCU.GTL f:-r E :-nsultjtid efLglDelirlrig f!T"Il with G StLIff Of -I:th 1 11ist~e --m :lr-1^itare) 'U:ElGPL 871-J oristruzi ti.. i'Jat t::iitr"A*.i:":ra. -'hr:rc it; 11TTli' F--E--l-ill"o ti e-Mit't'sarl 21'31 0 Jtuit in 111:1& 3 e-m" :tr-.!: I St E-1-: i-Jr'JS tiO re tr2 '.r j i 251 '-t -' E-li desea, -1 5 -;6~ RT!m i i funCalt 7" i M F:: *-:'.a:t zu': ---.131-5 l': "a!Q E,-53 i 2:c le -it -a-/ N "': f-r-l --'-' r t"r ..:-.-_-_1; i-1,r eg:]ceipr' f-.r-'1: vitt 7:70-.'); -11 l'Ji. V.t id:"d lill: 55252 t'::::ts' y : t--;+ F13Ca Jt ,Jiier rarid p''e];nre !3:'-2-;172.3 0 .:'. ijlt;tc.. 'T 1%.6 7{::1111 ,^& "'. plla-r i t.he ini!. [26 i sl!atiirr.~f r,!i.: r.:g:st La j G-1REitt :J :'t-99'--nels L.: tudfET. re1.urn fr (.910 -3. rif:y T t kle %.40J933 n!'Ja -gr:Di !:LE CC"J i-t i-,-E Jagt Brirt gas.!, i f n.:t si j., s i &ogrr-c te ; rar:: : rn r sc".rs:c tea itsr 'is; im 5.;1rar: e r:nd EC -.:" L .' .. ~~ 0:-+ -r:gr.ariza m:-atd ".::c". :-irri--' a5 E ]-Eri. til 3:-'." i. r! *a' T.fle dier ..3317.;':. i j-.r:..l. E ur.t i i the feier:U. t:'';dy --l', el te -T'::5-----32CL, -T t 11--2. :rJr.gc si -: r.: Er-i -: al -'r'':-1, y 1. 'Jill 1ril-syesEr:ry I': r "he i ,r.j [4:10101'..7!: 0:J i-t:Cit e :1 matu; e .02 r -21 di s1 ril:'. "er -. O 19.] -htt''Jnrle 2:1J ( -,gr:rut': the lir'sire:d 0.rkii. "Irt:2 al~ P.:Gr braci;m W:) a p]-.-tiebly 1-A "'Itar--.-;12::ts ra! I u;T r.i"i endemt, si r:ppear: tvivil t' :t-1 J:lt rhe 'aritt ?-6:r.. 5 E -111iran;d tJ::v:r e :.T.? t~i -11'e. r ".-.: --~~-'3:3. El di t ri -:'. -:'. L E';;;ra:a;i: MCit .5M+ '--f: Eg-ry:2; ry :i isures by i T-. -5: 7".y '0xa-i ----r;. -. V -1J r::-.:1-r,1in be ne a s. ._.w: -a,:-3, fr-ris. :.191T,: g-, :m:.: i:)._ ::: le i ar'. .: I -.50 f-dirl ii |.talitig T.rtr. cs-1 Ir:: C i Iz:1 i WL+:2 1 f t itge+ ?!'C'en Eare iz:bc C:i'?r' oidi --t .:. /-137-ugn tpri:ve:llt ]1'.1]1.19)>: ]T--,--mnir.cers f diGBEit.r!re'.1's 51:--. ::1. rs.. '.is .-arr! t.hr. .1.1 t-:":&-e EM.; :':-GJL t|T N'ir-:t il .'s:]E'tri: rii..ly I't-M':l ijig i t|'rn':e-arrt votrrr B12.:'97'gre at ... .M iy :illirit--I etJ ary r--MElticE f i;< i!Tj :g 'r:fall |J. trig rat tie:verE -i-1.t::J -----11 %:54% .:er'e'idy -:tr.:.a r.:'-digr, -M e -1.4;' i.: El LL E .-. Fra 5: s in l'-t':Git-lig, ir.1". '' 's|:] --er:s -;^r) lijte..y '.hE.1 they ull i rr--:,: 2:1r rut fre iller.t anars '.ll: ."''-rr'::: ".' 'M M'. -,lt :n bi' ( air i i r: -J t |: --s -~ale t-inV: le at 0--rJt.l.y ret'r-rg"/;rtilr3.
|
