Annual Report - 1963
.....
CITY OF SALINA
TWO STAGE, HIGH RATE TRICKLING FILTER
SEWAGE TREATMENT PLANT
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:;x2-i:-~e :I
CI~L:" C? SALI[U'~
:< ;~l\~ S f~. S
1963 A:;;;C':',l, :\.E?CR.'c" or
THE
~iP+TEP ;'~~'.~D SE;I\7.A"(~E D:~?AF(T~'rENT
G. E. S~2n~ler~ .2yor
Co~:.:'".issioner
~;Gn Tucker~ Comrr,issioner'
C~rl Rund~uist, Commissioner
,.., . .
.~ommlSSloner
Leland Srack ~ Ci ty :~anazer
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... ... ........~~~. -;;; - .- _. ..~~.~~4{,~,.-:cT.Jij~;~,o~.._~;.;::..=o.~;'=;:~::;:::~:;:;,.= .....
(~=-~c:KAL O:=F!CES ~~ CITY HALL BUILDING
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Lcicnd ,\~. Srcck
City i\-1Gncgcr
Mayor - G. E. Spengler
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Ron \rVcbs~cr
Director- of u':<!:tics
Commissioners
Carl R. Rundquist - R. W. Bull
Rolph Exline - Don Tucker
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31 J aiw-eJu{ 1964
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/J:. Luane!. SfLo..C.Q
CA.';tu f, ~CJ1(L0 Vt..
Cdlf f{cu.x
Sc!.iinCl, KaMM
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CeaJL SbL:
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It ;...:, ~.);.;th 2.xvVte.i"e p.tecUlU)Ul thcvt r .6ubm;"'t to uou the /:,ec.ond c[Hmwl..
)'JW0)ce.M and Oref!.a;t.-;"OVL-6 Re.y')(J/'v1: of the ("ateA and Se.wClne Depa!i.,:Y1lent.
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r!"J he.epin0 w;~h the orvlqin.CC-L c.onc.e:Jt {I 1~ the. {i..Ju.:,t cU1mw.l, fLepOJ{):,
d (')-iLf.. OJ10"LH be the. bl-tent of the w/'JJ:.eft.., to rJf1e...6el1;t to you.. ClH abJU.clg-
:,:en-t OfT... .61fJ1.ojJ.6J..J., of, the. !Uh:tO)LU and opeAa;uon of the (!.1atel1 and Sewage.
De..;J{!rvD:iC'..V'vt 0< ;tlte C;..;te Ot: SC(,UVlo.., Kt:..J1MUl /'011 the. tjf>_M 1963.
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U -i~ w"u[; de.vote D,'Vi..de., :tlw;t I have -6eAved undVL yoWL ..e..c.ac!e/'~hJ.p
.Uvi..-s -6eeOHC' ;r2..(',/L 0 f ,'~(! .tel1u/Le., and -i;t goe-6 wdhouJ.: -6 ClUii10 , that I aJ~1
deeilt.-If -6 o J:Jc0[:)('.. c' blr1~1!e. <Cl('Je :that {lOtL h.ave deude.d to c.or:1^1e..nc.e :that
e.-Of [IOUA .E'J..o'c.., :rJ!:.{.~h eft i''iC.J1' a.JLe foo/unf"{ -6o/'J,(1{1J~d to. U;...:, wah-
out r,Ue.6..tAO;,: .t,"~a:t ijOU, have e.C'JULe.d {IOU/'.. rcJ..c.hty l1ewcuu{ of: Jt.e;une.meY'.t,
(;;;(~ I wO(L;~(i ;-iice ;to .:to/c.e th..L6 onrJC'J'Ltu.J1J...t!j to thank you foft IfOuIL (luJ..d-
{/!!C.e. (Uld !yi}..:),e.nce. 0 I, ,the.s e. -c"a-6,{ ;two Uec)()" and w-w It you oood he.(U';th
!wPP'{Yle.,6.6( (!!t Ife.ClJ'v6 :to C.Oli1e..
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:-Jail ,the...:, e :thoupl:;t..s in r,:inn', I witt e.ndeavofL to /LeJ!...c:;[e.. to (fOU.
;t-h.e opei:.a,tioH ({Ylet l:J/Lo,nJ~(?,.t~.6 0 ~ the. ~-'};]te.fL ({J?d Seu)age VepC'JL,tn:cJU:.
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::::G[) : .{~Yi1
P e.s ;) ec;t.:1, \ LLtt-z;/I ,.'.
12" " - /~' /
./ . ',; / ./".-'
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}:[17 !/t:;/f:I/ /
RON UEBSTER
DbLec;toft (J (, U,tJ...l..<;t<.e...:,
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NI..;,..,,_. . . Lecg!le or Kansas i\\u;;ic:pcditics _ American Municipal Association
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CIT;" OF Sf..LIl':l.
KA;,TSj~S
Al:NLJi\L REPORT OF
TEE ;'!ATER ;,:D SE:JAGE DEPARTI'jENT
Il\TDEX
J... ORGANIZATIONAL CHART
2. SUPPLY, TREP'..TI'lENT ~ AND DIST~ZIBUTI01~
3. ~',~;",~-'~P. DISTRIBUTIOX i:I~I~'\TENAFCE
4. ~.!=TE~ l~AI~TE}rANCE
5. CDSTOf':ER SERVICE
6. SEWACE COLLECTION SYSTEM
7. SE'riI:R ;,:AINTENANCE DEPART~:ENT
8. Sr:1'7AGE T~R.LATI~lENT PLAFT
9. JI~zECTO:RS OFFICE
10. CO:iCLUSIOli
Pages
1 - 10
11- 12
13 - 14
15 - 19
20
21 - 22
23 - 26
27 - 32
33
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CITY of SALINA
WATER and SEWAGE DEPARTMENT
ORGANIZATION CHART
1963
I CITY COMMISSION
CITY MANAGER I
L~land Srack
r DIRECTOR OF UTILITIEsl
Ron Webster
I --. Secretary I
SUPPLY. TREATMENT & DISTRIBUfION SYSTEM CUSTOMER ACCOUNTING DEPARTMENT
SUPERVISION SUPERVISION
R. S. Fassnacht WilHam Harris
CIIIIHCAL AID OPERATION AND
PUMP ING FOREMAN MA INTENANCE FOREMAN CASHIER BOOKKEEPER
(I) (1 ) ( 1) (1)
CUSTOMER SERVICE fBIlLING AND ACCOUNTING I
SOFTBRING AID aIGH SERVICE PUMP AND COLLECTIONS 1 (6)
PURIFICATION AND FILTERS (4)
(3) (S)
SERVICE FOREMAN I
(1)
MIHTENANCE & REPAIR RECALCINING
OF MAINS (1)
(3)
SERVICE & REPAIR METER READING
BUILDING & GROUNDS (3) ( 5)
~., ~EPAIR MAINTENANCE
(1)
: SEWAGE TREATMENT and DISPOSAL PLANT
I SAIITARY SEWAGE COLLECTION SYSTEMS ~ SUPERVISION
OPERATION & MA INTENARCE
SUPERVISION Lyle Cunningham
Day Lewi s
PLANT OPERATORS PlANT CHBPIIST
STATION ATTENDANTS SEWER MAINTENANCE ( 5) (1)
(2) (3)
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~~ L;?~ L Y, T?-.E;'~T: ~~~~ ~~ r:: J J I ::~ r-~~~.~ I ?,UT I O':-J SYST!-~:<
_'. s. ?c,s2"'=-:(-:c:-:-~, Sl:.;c~in tcnc3cnt
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..0 Cit~T of Salina receives its w2tcr SljD~l~! fro~ fiftee~ (:5) wel:s loc2~2~
_ ~ "~l.-.-:"'l...-:: tllC.;~5.~"',r at en. averaf/C C8:)::r: C~- (.:-::-:;~c>:i~Dtcl:T 70 :eet. ::.'c also :-,-:\'C ;::
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...~ "/c~'_~:::;ic:; ")02.:-'1"'[ locaT>ec in Oakdalc; Park to ""Jt:.f:'":7J the surrc-:ce \','ater 0-- t~e S;.-.c\-'r ~:ill
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;<=- '1-:;:/\ -+'=0 cur ~~2:;''C
~or nrocessinz. Since it is ~enerally known that surface water
.~~S :-:-.:":'C:;.. cllcanc::."l
'r~
~u
use than well water~ we try to use our river supply as much as
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~2llna has ~~ree observction wells located throughout the well field~ an~ thlS
I ena~les us to ODserve tne elevation of the water table in the acquifer. By flaDc-
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lr..r- ,~ t;:e (lata ::;(:10'..: Ci.:lQ "no diar-raf' of a tVDical well section on pase 5, one can
-::,~ll :--:O~'7 our aV'2r2~C '>J2.ter table elevation for 1963 comnares to other years.
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VEi\FZ
1963
vr.f1,'C'
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1962
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TOTAL FOR YEAR
52SJ ,~)().l ,000 gals 367~417,00O "als
1,31l3,368,00O palS 1,4G5~5G5,OOO gals
1,872,869,000 gals 1,832,982~000 [a15
.. ',....' .L ~'~ 1..;
r..,.....y
;";~L...~
:/~.;\TE? PUi.:PED
70~AL SCRFACE ~ATER PUMPED
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1963
1962
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l\Vr.:zAGE STATIC DEPTH OF HATER lIT HELLS
~'(arch
,June
SeDtemner
Jecemner
39.57 feet
39.50 feet
38.20 feet
33.20 feet
37.60 feet
38.20 feet
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PERC??rr
or ~-J:\'llEP_ FF~OF HELLS
OF '~JATER FRO,': RIVER
~G. 2 %'
71. 8 90
38.30 feet
3n.90 feet
19.7 95
80.3 %
P~~~<CErT
2.2% more water was Dumped in 1963 than in 1962.
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It mi~ht be interesting, at this point, to brin? out some facts and figures
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_ ~~~ usee in the watcr~orks field. These may be useful in observin~ ~h~
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()':-lC ~~C"!:":: ?C,O-L
():18 j~cre ?oot
, : .~~'/,:.~Lr
:':AT~:\
:'.;:
::'=001:
c-::cre
'/l~~ter l0
one acre
CC\l(~r'2C v,fl '":~~: ~-'.\3tcr one i--OOT deep.
/ :~,....,
" . >'-- .
Ft. )
::
43,560 Cubic Feet
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C~C ::illion Gallons
::
One :--:illion Callons T)e~ Gd)'
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325,850 Gallons
::
695 Gallons ~er minute
3.0689 Acre Feet
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VLS~!~2) .'~:;J P2:?l.OP:;:E'I'}=D '?:;:C!!TS ?Cl\ \'!ATER SUPPLY
AS APP?Ov=n 3Y THE KANSAS STATE BOARD OF AGRICULTURE
DIVISI02:'~ OF' 1',7;\'I':~=I\ RESOLrpCES
""-:\r::J'.
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";T\~:~T ~)Y~.':'E C~ ':'17/~rI':S~\
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. :~:~; ._c~ Gro1.2r..'] - ~'!E;lls
a~. 1955 nos, 1,2,3~4,
5,G~7,8
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. -~,~-<li.c2tion
_,0. 3DL!~1
2>uY''':'ace
- l.iver
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:/ ':dr'. 1955
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GALLO;JS /YE!\F~
GALLCXS/DAY RA7E/CP~1
1 ~ 15 2 :'iillion or
1,151,879,750
3,170,000
2 607 '''".
, l.':;l-,-l..~()n
2,606,800,000
or
7,150~000
f-~:)~Ilicz::tion
~O. 59RS Surface - ?iver 3.832 !illion or
1 ~ov. 1937 3~891,996,000 10,050~000
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~~nlic~;~ion~~~~Grollnd - Wells
::0. 7(~05 nos. 10.,11,12
27 ~ov 1957 13j14,15~16
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lic2t.ion
:: 0 . 93 72
Surface - r<.i ver
.s 2'~ov. 1:363
3 83"" ""1'
, L ~-ll.1.. lOD
3,83l~996,OOO
or
10,050,000
5500
6950
13 ~ 900
13,900
TOTAL AC.??/~2AR
3535
8000
11,760
11 ~ 760
23,760";
A~Dlication ~o. 9572 is for 50,000 acre feet o~ stor2fe at Kana~91is ~eservoir Tn
(;81i vcr 12,000 acre feet at our Oakda.18 ?2:rX 'Joint of diversion.;:
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.. 2'~OL 2uthor'izGc} as =rct III
.'.
7 ~ 742 ;:illio:1, 02'.'
7 742 1"7 "".n!)':
" ., 0 "Uv-..
21 ,100 ~OOO::
..../c"'):lici:n:ion nc. 76:35 '.::,,::; ':::".lc;c' to in,:lc:c'c the neH Hells that Here constructcr: _ ~
the well field ~it~ no a2ditio:121 acre foot allotment.
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:l:' "f'I' I('i:; OF'
V}~s~.~..~ ;\):0 A??T:O?~IATED
RICF'J.'S
r1CT!:L
':'OT/\L :\I"\l2F(
:"'"'?i,'i::; Te'? liT"
\"" [oJ l...:l....;~)
1,152 ~.~iIlion Gallons ox'"
1,151,879,750 Gallons or
3,535 ~'~crc Feet
2,680 Million Gallons or
2,680,116,250 Gallons qr
8,225 Acre ;'cet
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1960
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1961
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1962
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'": c.;:::. ":'
~....J "-'0
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,..~-, , "
~ ~.",:,...l.\.
1959
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1960
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196J.
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.J...-'vL
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3,832 !-1illion Gal.lens C~
3,831,996,000 Gallons or
11,760 ..krc Feet
TC'"'.".L ;'!P.TSF: PURIFISD. SOFTEm=D All!) PU:W:::D TO TI7ATER DIST1UI?LJTI01: SYSl:'Dl
620 I1illion Gallons or
620~160,OOO G2110ns or
202.07 !1cre Feet
1,050 r'il1ion Gallons or
1,050,199,000 Gallons or
3Lf2.21 Acre Feet
584 Million Gallons or
583,995,000 Gallons or
190.29 Acre Feet
1,046 Million Gallons or
1,045,573,000 Gallons or
3!tQ.70 Acre Feet
353 ~Cillion Gallons
or
1,358 ~illion Gallons or
1,357,687,000 Gallons or
1.~4~ . L~O Acre 1:'eet
353,025,000 Gallons
115.03 P..Cl""C Feet
or
357 I'Iill'i.or:
357,[117,000
.2.2.9.72 l~cre
C;,allons
Gallons
or
1,466 ~illion Gallons or
1,[;65,565,000 Gallons .or
4771155 Acre ?cet
or
Feet
529.5 >1illion Gallon or
529,501,000 Gallons or
172.53 Acre Feet
1~343 Million Callons or
1,343)368~OOO Gallons or
437.73 Acre Feet
TOTAL ~'J!-:.T.E:R SOLD j\iD COI-;SIWP'~'IOJ.; PER CAPITA
?O?LJLATI01J
0, :\~ETERED
....0
~'I}=TE?J::D
?UnPED
38,500
:':
82.8%
1,384 Million Gallons or
1,383,909,476 Gallons or
t+50.9 Acre Feet
41~000
85.4%
1,392 MilJion Gallons or
1,391~9!~0,627 Gallons or
453.6 :',e1'o Feet
43,000
;':
80. L,%
:,377 Million Gallons or
1~376,80R>.ljf6 C~e,llons or
4['8.63 Acre reet
43,750
77.5%
1)L~2~) :',:__~_~:or; '''"'?,llons or
1~l~2i),('J').?[Jlj ('",lIons or
462.7 ien:: ["eet
-3-
1,670 Million G2110~s or
1,670,359,000 G21lG~s or
544.28 Acre Feet:
1,530 ~~i:l:~~ r~llo~s cr
1,629,568,000 Callo~s or
530.99 .A.cre Feet
1,711 ~illion Callons
1,710,712,000 Gallons
557.43 Acre Feet
O~
or
1,833 Million Gallens
1,832,982,000 Gallons
597.27 !1cre Feet
or
('~
~-
1,873 Million G211c~s or
1,872~869,000 Gallons or
610.27 f..cre Feet
CO;: S[JI.jPTI OJ,;
35,945 Gal/CaD/Year or
98 Gal/Cap/Day
33,949 Gal/Cap/Year or
93 Gal/Cap/Day
32,018 Gal/Ca~/Year or
87 Gal/Can/Day
32,457 Gal/Can/Year...
83 Ca1/C2?/Day
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.,. r '... c' rn - f' ~.
i'; i.J :~.:. .~_ ',.
'"rt'-r-'''''---,,,,
, '-.. ~ - ,
~ " : ..J 1.-,'
.~"~E'~)L~~J
='G::;:;::!)
CO;:SU!.~p:l I C~\T
1; Li, 500
7(".:. r:C
. \,). U',J
1,1;3L,.7 .'il.lio;: (";aJlo); or
1,L~34)672,255 Ga.llo:lS or
Lt6? .!~2 .t.Cl'\:~ F(:C:L
)()~"c:1.atinn nur:Ler taken :corOI;) \'.'ilson ~:;j(: Co:', ,,;n)' rcnort or 22.1i:<2 '.:u;,io5.::121 '..:(:te~.'
3)~239 Cal/C2~/Ye2r or
28 Cal/CG!)/Day
~'Y':-
,::~:r:'cnt ?l(-~n~
I;:;nrovc;r(~~ts 1962.
[ifurc:~;
o~?osite f211ons/ca~it2/yea~
ane
f211ons/capita/d2Y
are
ar~ivec~
,:iviclir-r: '"Ole yearly conSU::iDtJ.or by the DO"ulation and then by 3G5 c:ays.
These., fir-ure~~ aY't~ in no way connected Hith the fi?,ures used for c:esi,,:n 'dork,
~~t are intended for ~eneral information only. As a comparison, 2 fencrally
2CCe:
)tc: figure used for desipn work for an avera~e consumption Der c2:lita per
--:''''''1'
'- ~ (..
is 210 ?JLEo:1s.
increasinf'" every year ane. by 1985
r;-''h .;,.... ..: C'
.......J,..I-0 ..L....>
reDortccl to bc
'" '. D,,, i::rouDC; 265,,21/ cap/day. It may be of interest to note, that in desifn-
, i'or Deal<: condi~ions an average ficure ~oday is approximately 460 pallons,
2,;.3 b 1985 Hill be in the neighbor~ood of 534 gallons.
1'l/1TER DI:!<!~j\:D
Table ~Jo. 1
... ~ ,. ,.,'
TCTAL C:\Li.J):,;S PU:'l?ED
NAxrr".lU;"l ?-101';TH f~VE?J..GE :':!\XI2.~u~r D/IY
YEPRLY AVERAGE:
r'iIILL!Oi,,' Gl\LLCI':S
)((""'""
~ .;.\.~~ U
I.1GD
-
\',....,,~
. . ~-'....)
1 ~j 5 I,
2073.Lf
1915.0
1390.8
1618.2
lo93.Lf
1670.4
1629.6
1710.7
1833.0
1872.9
5.20
5.21+
;:; ')0
..,;."-.....
July - 11.00 13 lTul~:r - 14.09
July - 10.50 8 Jul:; - J)+.60
July 6.96 28 AL1p~ - 2.2..40
Au ,2' III - 10.81 13 .~u.p. - 2.0.75
AUE_ - 5.80 lL, ,\U? a "'1 s
..., . ..l......,
Aug. 8.45 4 r.Up. - l' ~7
.......!..:)
July - 7.07 2 AUf. - lJ.. OL~
July - 7.83 30 JU!:e 10.::n
P.ug. 7.38 20 fiue. 10.45
Aug. - 6.50 18 July - 12..20
1955
1956
:QC7'7
..l........J/
4~42
19S5
4.63
Lf.56
If.47
L~. 70
5.02
5.13
I Clr:C
_l..__vJ
l~jCO
l.C;Gl
, () ,. ')
_JO..:..
1953
Reference is made to Chart No. One, Page Six, Hhich ShOHS the total Hater pu::-::)cc.
1:0 our distribution system for each month or the year since 1961. It may be notec
I that for each year February appears to be the 10" consumption month, "hile July and
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f..u;:ust 2D::car to be the heaviest. This would also be in comparsion to the t2ble
c.::,ove.
- 4 -
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Ground //ne ..(1..,-
~ =' r
IliJlll ',': ,; II " .;
II .,1 I .'
f I! : I: fil' : I ; ~ I : I! : .
1IIIIi 1,:1: I I! I :illl .
I '
, I
,
~
1\., -, . . _ .'
"J . . .
fValerLtPJ/~/ /95/ .
'3
~
,
~_..
'. '). . . .
.'-~.~ . ""':-
. .~ .'. .....Slll, /i"neSand
. '"\. ,
. lJ ..... - -
\j : . .
. .....~
'\, '; -
,
~
'. .': '.1
Woler Lev~.i./94-3..'
. -----.......-.
. '" .
....--"tqLe r L e J/t1'L /953
0-
" ..."
'.p.
.0.' .
o
o
-<!. .
-----
---- - -- --
---'---
:= ------ -= ---.. .=C1ca~
------
- ~
, , - . ....
. " (..> - . ~
. .~.
o
Sand r aral/~I
.0 .',
" . c. . .
. ~. .'
. 0
..
. ":
'0 . 0
. 0..
---- ---
Shale
TYPICAL SECT/ON OF WELL 5
C/11f Wafer and SeWCJ9<? Deparlrnen f
So//no,/ kansas
PAGE 5
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.- ~_._- -,..--
!
en
z
o
....J
...J
<I:
(!)
;
'HI 10.81 M! GA
30 JUNE
LO 2.83 M i GAl'
24 DEC.
2JOQ ,_ ~
..200
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, Z _ ._ 1 f)0
o
-
I...J
...J
-
:E
150
100
100 ,
J I F 1M' ,A I r~ I s I 0 IN' 0
TOTAL :W/1i ~
YEAR TOTAL
_1750 - 6,226 HRS. 1750 .
1500 I~OO
1250 1250
II 1000 1000
' '
750 750_
500 500
250 2.50
o 0
r 'F'M',A'I\'sro'N'Dl
-
CHART NO. 1 PAGE 6
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.
C:::::r-c no. one ~ also snO"v!S 1::,(': tOeal hO:E'S ~ [):.' the month ~ thet '.,'e "")Ur::'JCl: .,
("~i;
Although we have ~ifteen
rIte
'.':0.: I';''"
" '-_ -'--....-...J .
CI5 )
~,,"e ~._~s ,
this
c~oes not r.,eiJn tr:i1t
...,) ~
t :; (~ ;~:
2t c~ce. ~ue r::ainly to our imr::ediate needs, we average durinf Tno vcar sli~htly
eve,' feur Hells operatinr: at one tiT"c. At this nu:nber the Hells are ratec: c:t aT}T")Y'ox-
i~~tcly 1000 f~r::~ but if we start to a~d more wells to the lines, the 0ver~'1 eF=f-
Ci2:'.CY Derins -co
:'211.
O.:::~
.... -"'- .
He use
-lust C~OU7:l \lells (~t:r:.r:~ ~::e ::;L:r~~-'2r ;,-,o:-:::~.
coel t~e surface water (well water avcrape temperature lS 580) an~ durinf the colder
~onths, we either nartially mix the surface waters or io to The well sunply 100 per
CCIn:. This is supported by the ['rapt to SOr.1e degree, but is due entirely on how
cold or how no-c the different seasons are. It does appear that we are on a slight
r2~e or incline for to-cal hours pumped for the wells.
~ ~<:JJLC'i'I01\
The total yearly production can be seen in table one, page four~ and the monthly
totaJ on chart no. one, pare six.
On 19 ~:2rch 1963, bids Here received to expand our Water Treatr.:ent Plant. The
low bidder an~ awar~ed contractor was ClcD Less, Inc. of Toledo, Ohio, for a base
~ro~osal of $~12,064.00. Basically tne work included eight (8) new filters of anthra-
. d'
~.:.. Te ::le '~a,
and prestressed concrete bacl<:Hash troughs.
This Hould enlarge our tOTal
filter capacity or the plant to 2Ll million ~allons per day (r.1gd). This is the design
Daximum capability of the existing plant facility.
Also the Hork included utilizinp the calcining stack gases (carbon dioxide) ane:
burning it in our recarbonation facilities. This should result in savings to the
City by burnin8 this gas in lieu of natural gas.
The Horl<: also included the removinG of the old 240,000 p:al1on ~'!ount Barbara
Standpipe, and utilizing part o~ the steel rings to provide for approxir.1ately
70~000 gallons of sludp,e storage for the calcining. The demolation or the stanc-
~i~e was ,COr.1senced 1 August, 2nd the three bottor.1 six foot rings were transp0rT0~
i~t2Ck to the IJatcr Treatncnt Plant and erected. This released our third U~-
; .'-':)....' !!alkcr Process Basin for softenin.r: purposes and brought our
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-:::G'~~(,l ::;o~~en.~::.,~ :~~'"\OC:l.:C-~ :"0:1 -::0 2tj ::-!illio~. C""aJ__.:..o=-~s ""),rj)""'l ca.y.
.<-J _lS alT:~osT aj.~.,T(~i'/,; '::~1(~ case ":"':-1 2y:~.r }r'o~-~),.;,:~'SiV2 ar:d nrocuct.~vc; 2;::=(~~:JY)":"':~;
i,..l;~':';
i~conve~ie~cc ~ill always
lD our eX~2nSJ_On
. ,
-r.)erSlS""C .
Such ~AS t}lC case
o~ ~~e ~atcr Plan~. Their ca~e a point in the schedule of o~eration w~cn th~ ~D_:-
.~...-.....-, e :':,rocess 0::- the ~'.~atcr ~2d to CQ2se. Thi3 ~e31:ltcd i:"1 -r:-:c cU3tor~c;rs rcc,~~ -~_ ~J:'
c::2,o~~i:1aLeC anc: .;ci-'-:'8~-"C: "de 12. '.:,~~-c'::', :::..-::'; (" r.ar;-;:",;;;::; n-.-'c'~".'>';-: ;:,-.') to
c=T'.~,-.red to our normal product of 80 PP::l hardness. Coupled "lith the hareness, -::.."":e
content of the well water, being of a low cO:1tent, tended to dissolve the
" .
.l..lDl:lC
~c~osited on the walls of our Di~e in t~e distribution system. This resulted in 2.
c.iscolored w2ter, Hhich in itself is 2,ffravating,
and with the two inconveniences,
~romDted many phone calls, numerous inches of Dress clippings and Hords from the
ra~io wavelengths. All this began on 12 May a~d laSTed until 3 June. Only with
the co:::bined efforts of i1r. P.nthony Valencic; Superintcnde~L; Clem Less, Inc. and
't ;-:c
c'csident
\ier~o:-:. ~~~i.chardson 'das a "so:Et ~~':2.terf1 date
enfi~ecring inspector, r~rv
:.; C T:
.::;C:, :-:-iade
ODer2t~on in the constructio~ field Hhen
p~lic.
It is a da~ferous
\'Ot: :'.ave to Her:) peoDle ahead of t:i~e ihat is f'oin" to happen, and tell them ex-
actly how long the condition will last.
Too ~any factors arc connected with the
~2rticular phase of the operation and any little detail gone astray can cause days
::c1"y. ::any, r:1any thanks 7,0 the the tHe individuc::ls primarily concerned in this
opc~atioh, and seeing-to
l. 'i-
'- ,
through extreme difficulity and pressure, the twenty-
~Ha days inconvenience Has adhered to and not a day longer!
I thank the~ once
27aln.
ISCELLAli:::OUS
In April He finis:.cd 'Jc,intiri,o- our 500,00 fallon Faterspheroid overhead storape
W2tsr tank located at Jcl~cnt and ~agnoli2 Streets. The tank was Dainted an Alu~i
lP~ist Jll.1Cll
C010l:-'. ~'~,~:-;':l:r2.:!_ly,
....' .
l.nlS ~
deviatinp
frOG a Dast Dolicy~ created
s C: vc~,:=-:l
C'").l..~:l()nS of
di~::::Pcrc;:--:ccs ..
?~l;t ,
it is
penerallv
" .
apreed, the coJ_or is r2t~ler
st:.'i }~:_ :;.-:- ,
':!f:C: CC:-Tr7)ni~ib18 to tr:c; c:l.stinction cf
(,it" th?t is nrop-ressive.
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::(~T (~ !
(::'~D~"Gx5_r:(:~tc; ~ ~.r
(-:0;C;~-
,...~, ^. '"'I r"' r.
i "J:) . .
~..
"
.., .~. - ~ -~ \--,~ ( ,
~.' l.? ,
O~ t11e ~6~~< "to J_ic~t t:1C ~~CST ~
(l~( il =.:.~ -: i_:""'~2t C~ T~': C f, =r"n-.... 1_" ,_.~, .let tc_::::.~',-.
....\... --
:;-:'e11
IfSr-:l.linatt. The a0D~O:,{.l;'-:<::?Te cos~
O~ ~0~1er ~or tl1ese livhts for one ~Tear lS
~)2G3. 00, dnd He~"'e tU1.'n(;c~ on "LhE: nir;ht or 2 December.
Juri::r. t:Jc i'i.l'st JCr-:: 0:. Lh.ll:/ ~ thc S;;:ok'1' enterinf our 54 inch tube Clt Ir;zi.~a:-;
;00: ?arK, hi;(: cc\.;inc.lec:. -co a trickle. This Has cue mainly to a hot ~ dry June 2:lC
July, ~lus the ract, correctlon efforts of the fates were being accomnlished a~
:<2;12::-,O].i8 Dam~ imd t:w discharge fron the reservoir Has reduced considerably. Due
to cVdnoration and irrigatio:l alonf the stream~ the water reachinf the E~st Ohio
entr",nce Has alarminply 10H ~ ane considerable concern Has experienced and expressed.
~'\lt:10-
, ,;\'e v!ere still pumping at,. the rate of 7000 gpm out of the storafe area neer
our intake from the river, and making the river flow backwards, a call Has put to
the ~h.1ter Resources Board in TopeKa ~ Kansas to help police and control our Appro-
nrL,-cec ~U"h1:s fer '.-laLer rrorn ~n.e river. t~S 2. man once said, "It ah;ays has rained
b2:o:..~e," it did, the di:;y of the phone c.:::ll, and a 5 inch deluge fell between the
;<a::<:'~olis Reservoir ,~:;d Selina. Several areas of the City was inundated~ and the
flow or water through Cakdale ParK was extrernely high due to all the storm sewer
:C'ur:: off. This relieved any doubts of the inJ',ediate surface water supply and proTi1pt-
eel 31:ill another Droject to undertaKe.
Just prior to the 5 inch dmmpour, 'the river and its bed below "Oley's'! boat
dock in the park Has of an unslightly and odorous condition. Hith no water flowing
,)ost the boat docks and footbridge, the years of accurnulat ion of unclaimed lirne,
used for water softening at our plant, was exposed and considerable publicity
\'!2.S received on this fact. Our operation of disposing of this lime has , of course
been changed by the calcining olant and the piping of our filter bacKHash water
to the sanitary sewers.
After the rains, the river was at a hi?h neaK, with a good velocity, anc
2tternot Has made to loosen this deoosited material and be rid of it. With the
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.
,_::,.;
e!::: ~ oy:'~:": ,S
tr.',::-\:', ,
():~ <.~ cl':::~'7':s1:ell
cl'"'lectinr
. ,.
a S'I',~lr..Ll~r
(~:r:c cr(~::-:e
2C tior:. ~
2:1d
"'~-.':',~.:-::<~;(: b:-:l the; Cities
C'+-("\C)Q-'-
....J ...... I;;,; c; .... .,
Clr:U h~2T:cr
;:l.CO(l
ay-: c: Se~.12. f~e
-, ,
~C~Q!,yt:;:c::1:S ,
;:21...:2 >:
:":':-l0~rr:L CO:lC~': Tlon v12S
elir:ir:c.tec.
~ith our calcining operatlon this year, we reclaimed a total of 2,290 tens.
'1':IC reclaimed or calcined Clroduct is about 7S~; CeO (calciurr. oxic;",) a~H~ "e DrcC:"c,~
21rr;ost
~uch
2.S
At the
as
,'le
S2J.OS ~cr ton for
cons urr.c .
Y'2te
0::'
. ,
cor:~;,:~ ~l ca.i
1 .:.",
s3.vin::s or $4S, 914. SO was experienced by this o~eration. Also by goinz on t:1C ~:1-
"CC~.~"C:::;cec ;:::2S service rate offeree by Kansas Power and Light Company He reduced
cur cJcrational cost/ton by $1.37.
D urinp thc sur~r;1er rr.onths, the \-later and Sev1ap;c Department cooperated with t:-.e
Recreation DeDartment of the Board of Education and narticinated in street shO'.-lers
' ,
for the recreation program of the surr.rr.er schools. This resulted in puttinf a 2
inch ~ipe vli Tn slits cut at an angle on a fire plug, and letting the children run
thr01,H;h tDe spray. The first of these occurred 3 July and hundreds of children
enj oyed the fun and '_later.
On 12 July, Salina received tlve young Jananese constituents. They were In
~ne Drocess of walkinf frOffi the HCSt coast to the east coast, and Salina Has one
of their stopping po~nts. From the tiDe [.layor Span81er met them at the city limits~
their tu:e wa.s valuable. The f'layor did, hOHeV(~r, conduct them through our ~'!ater
Treatment Plant, and we felt honored by being favored with a part of their valu-
able tiffie.
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?t\TEE JISTl~IEU~'IOn ~-L"\IJflE?~A>rCL
i\l])crt KGY'2Je, !. orr:an
Jurinp- the T.:crst threE: nonths of the year, tLe three r::an maintenance crCH \'1';:;
':"):J ~ -r.~
, .
-t r: ;:':"i-l 1 DF
~;i thout any
f~ozcn water ~2ins
2nd services.
COVerlrlp-
of ._llO.V; or: ~~};~~
;"Y'C clrI c.; , ,one the teT'DeratUl"e around 100 2l:,ove zero \-lith stronr h'ir:c:s, tile fC'();:;t
T>:;:;2~:~'atcc to a c1CDth th2t crecn:ed con~:ideri':.~le Droblens for us .,J' ,'.<~( OV2~' <
, , ,
:~'. U:-1 (.:~c~ c
f~oze~ l~ete~s, servic8
li::.es <3flU L,2.UlS con'bined. At tir::es tte C:-",(~\1S ,;or.';2C
~:\-:h
as t~lG~.ty hOllrs a ~2Y,
tryinp ~o nrovide service to the custor::ers.
~nlS crew also ~1cl~s out in the ro~tine Daintcnance at the Water ~~
~- ....
L \.,
(--:2C ,,....
2~~ition, co~pletcd t11e following work:
,
.1..
rlYD?/:'J.~'..TlS ?E?l.I?.LD
----------
8
47
2.
EYD~:i\:~TS ChECKED
----------
?
v.
~.lYDRf~~~S 3ROUGfI1\ TO C}<ADE
o
u
<,
'T.
EY'J~j\?'TTS PAINTED
----------
138
5.
G.
?~E~! HYnRA~TTS I?:STALLfn
----------
20
Ll:A~(S RE?AlRED
----------
G
7.
'./;~LVES !\I-:Pr~IPJ~D
----------
16
c.
u.
1:.sT:7 V f.~L \"[S CUT ::-'J
5
7
9.
l:U:\IEEK OF VALV?.E~ F:AIS=~ (~)aV2(: over )__________
10. VI.LVE JOXES ~2?!~IF=D
<,
't
11. LI1<E/:.L FELT OF 511 PI?L: I.'~ST/'.:;LrI;
2l;0 I
1,072
12. T8Tt:L ?IRE HYDRj~~J:TS " ?Lt.C:': /.~\;D OPERATII,TS
"/e also are continuing to "ti? ir." :'";ore valves of the distribution syster;-,. ::ot
enouuh C2n bE said about this prograF' ",me. its asset to our ceDartT:1ent. This Der;:,Ci::'-
ent location and records of the valves has already proven valuable to us, and He ~i}ve
ve~ to realize all of its benefits.
Sorre fruits of 'our efforts materialized at t;,(;
end o~ the year ~len Bucher and Willis Engineers delivered to us approxinately three
thousand sheets of valve ties, printed 2nd book bound. This is approxinately one-
tid..rd of the tot21 number of valves in our system, and it is hoped our pror:rc~n cc:;-
tinues at a ranid pace.
Oripinally W2 had intended to have 2. seT:1i-annual or annual Drofra~ of nVcr?::.~
I ,:mel ::i:;"lis' Enp:ineers creH flushin? 2.. lo'c of h~l(~rants allover the systerr:, it i'''c23
flushinp. This year, with perio~~c ~l~shinr of certain hydrants along Hith ?~c~c:
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. ,.'.:"t -;::;~,[ th.:; saTee c ::fect '.-Ias Y'ecci ved, 2nd ,... dCGeG. inconvenience to the cu~ ::or::c~:r'
..is ,:'L",inuted.
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~ '::-- r"'""::~ 7"'
~ ~ /:. I ~ ; T r:: : /'.?~ c:~
}-~c;r'~\Y' Eo.ffr"-:2T1, Forer::an
.,~ intc~'!~i\,~c:
~"'lO:"~'l(-~r: 0.-:: CnZ;:lpl:1r cl.d v,....ater meters
in service
t,"::)C"'
v, C.0
,'i C ce lcY''':- P :"
"'rC;:l~' .
CO;:CCI:lr'(:;tC(~ c!"fort v,'c1S r(,~2c1c 0:1
all
of neters, 2r.C;
~"'7~C'
~ ......-...~t,,;,:>
&S U~~ ual, GG:-- ,~2
T:'.C~:;'~ ~ ::'~; 0::, s i::
C2SCS ~lere encounterc~.
Ef~orts are in reotion to i~nrove the Citi~s
:"c':::..~:cc~; f:'c'/':;rninp tne installation of \-l2ter r;;eters and the settinr of ;: nel'! l.'etcr
close.iy
. "
sU~-cr"{llsCC .
,.2rvln e,lrr",;: ;'as tl~2;;sferrec TO the TT'eter ShOD in AUfust to assist i'"r.
:-:!2.Y'ry
-~f~an in keenin} recor~s and repairin[ neters.
^ccurate bookkceDinp was continually
~~::"2SSec. ,
it
"";".J
imperative that we know where the meters are located, how they
~..~ e re
28
re~ajred)
1-'
.De
cost
of , and what repairs were nade to them.
'I"';.-,rouph 2 concentrated effort 0:1" !TV forr.'er secretary,
~--~ ", ...... ..
.'.rs. \....-Larrl LJlX,
and f.l'P'
:') 1"(:: sent
secretC1r~T ~
~.~rs .
LaVerne ~.:i Tcn;211, '-Ie DOH have a card
1.-. . ~.
eac" .l:OCi.l-
index file on
vidual r;:eter.
;"'12 OHn exactly 13,989 l::,".::ters.
We know where each meter is located,
2~d W!12n it was installed.
The mainTenance of these records is
important if, for no
other reason~ TO tell us when we should change the meter.
IT .lS hoped thisyear~ that'we ~an initiate our proposed testing program of the
r~c:te:cc, todeternine 'the number of years a T:1eter can be economically keDt in service.
=ac~ community has its own particular ~ro~lef:1 when it comes to decidin~ when to change
cetere:; ~ due to the ~uality of 'dater 2nc~ The chemical of the meters' measurinf charrller.
,.'c: Oh';; all lieDtune t~r?e r.:eters, anc~ have 2. factory representivc located lust north of
us a.t Co~cordi2.
This testing will be closely supervised, due to the inDortance of
the
operation., and
'4-
lL
is hoped He can obtain the desired results.
The follo\'linf
is
a detailed breakdown of the meters owned by the City 2nd the
r.ur.her l~eD2ired in 196,3.
SIZE
1'~U~'F:F:I\
?rUr'rB~~p. ?~:.:?:\I?FD
5/8"
3/4"
1 "
12,08:>
1,60
250
2,l~91
5::1
1;1
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S I?::
:':u:':"2E~~~
:'fUr-~Br.:P. ?~P/'.I~~_=D
1 1/2"
2"
3"
113
LI2
175
3
1+4
Lt rJ
6"
1+
1
TCl'liL
13~989
2,671
=r is interesting to note other accomDlishments of our Meter Maintenance
DC"c)2Y'"t;;;ent.
In finding the most ecomonical year or years to change our meters,
;-,O'[ only \o:ill save In maintenance costs, but added revenue will be received frore;
~.~0::"2 accurate meters. Meters, \,hen not maliciously tampered, will do one of two
Ou~lons, run slow or stop.
'l'hc" stcmdard fee charE':ed by Neptune ~'leter Co);',pany to test and reoair meters
6~ t~8ir Kansas City, ~issouri plant is 63.50 clus parts, plus freight. With the
::JY'ice oj:- Darts the same, and with the number' of r::eters we repaired last year, we
saved a~~roximately $4000.00 in JUSt re~airing ~lone. This does not include the
convenie:1ce of h2ving the meters here, but also being able to shaH people how He
test their meters.
So far, we can say that it takes from 1/2 hour to 45 minutes to test a meter
ane about an hour to reoair. If a meter has been in service from 5 to 10 years,
the reoair cost is approximately $10.00 - 2nd 20 years $20.00.
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~L <., :_
',r--, " "",,''''-,_, '''-'
. :'~~;\..l. .L~\"':"
;_' ','"\-.""'J r>
.,' . -,.-'.
'"~ ,.... .- . " .
,-'::"-::lCC :':anafer
~.)u y-- ~~ r. rr L L2 "Ie; ~;' ~-. ():'l ::- \:f \)"', C G:""'\:--:.1 :-~(~:: ce ..'l (] S T) (-:'$ ~;c cl t h,:::. t ~ ffe ct c c t he ~",' G t c; r t.~ T: d
~~2',.,r'-;r2 i~c:,)(lrt~;;\-::;;;t -C~':.i..S '~'.'c1S
..l.~."~ncc r:u;.:.:.)cr 6717 :'l:lic~~ bCC2T:lC c'::-fcctive ~.,1it[) t:-l'2
l~UJ_~/ bi_llin(.
It h2~ lonrr been r2coryi~i~cd that some inecualities existed in cur
Bc~er use fee char~e, and due to the Extreme number of vacancies in multiple units
t;-,_ out the City, it ,.;as (lcterr..ened this 2.rea to be the nost untrue. So, multiDlc
U;-';:'::::; '/;;0 ,':ere :::erve(1 bv 2 master 'dater r-:eter y:ere put on a scale that appeared to
sat~stv i~J_l those effected and ccncerne~.
In Varch we joined the Salina Retail Credit Bureau in our continuing effort to
lSDrove the service and best intereST o~ the City. This was prompted by the fact
in the latter months of 1962 we were exocriencinp a decline of active accounts [note
C::2rt no. tHO, pave 19J, Zlnc 'dith ")eo')le :::ovinr: out of the City, it was hard to col-
lact all monies that were Que the Water and Sew2~e Department. Since belongin[ to
t~e Credit Dureau~ we have turned over 461 accounts arnountinf to $2,810.64 and have
~',;ceivec. $1+8Lf.98 for III accounts collected. Keen in mind the fact, that we do all
~CSSlD~e to collect the accounts ourselves before turning them over to the Credit
~ureau. It misht be added, that of the 461 accounts turned over since March~ 394
~:,~8re c:1arr;ecl off in ]'.~oveT;1ber, totalinr $:? ,083..39, or \'lhich 306 'Here accounts ncnc-
ing since 1961. Actually, so far, disre~ardinf the older accounts written off 2D-
nroximately 66.5% of the accounts have been collected Slnce our joining.
In ".a.V 'lie traded our three 1/2 ton Ford service trucks for three 3/4 ton
Stuc.ebaker oickups, equi?ped with Readinf utility bodies, white with blue letter-
In[. With trade-in the pickups cost a total $5,490.00.
It was decided in early June, that for better efficiency in the Water Office,
the front and back offices be senerated 28 for work loads and job descriJtions.
:~rs .
~!-:c;;rDSOr.
\-.ra's Dut in ch2rr-e 0::= the CUStOT;.2Y' Service in the fY'o~t ?crtior:., ,t:-1C
:~lrs .
L2.r:j~e ~d as
desi~nated in charre o~ the Billin~ and Accountinr Section.
,~ .., ........
.. ..~...>
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svs~e~ no~ only provided closer supervision for ernployees~ but also gave each e~n~nv-
. ~crso~ with whom they could discuss any croblems encountered.
Consideration was given to the nossibiliTY o~ the Billing and Accounting Scction,
cor.-iunction Hith the City Clerks Of:=ico2 to convert to an 1m: systerr..
Visi tat iO:-lS
Here maGe TO Junction City and LaHrence to study their Iml system ir. operation. t.. nro-
nosal was received from 13\ on 12 July. The only conclusions made so far, are that
more consideration should be given to modification of our present Burroughs system,
and if we should elect to change to IBM, it should not be done until additional work
S"J2ce is aVClilable.
As a result of having monthly~eparTment meetings with the designated key per-
:;onnel ~ classes were held for the \later Office personnel on Senter.o.ber 5th and 12th
"co C:iscuss office Droceedures, City Ordinances, and policy decisions encountered.
All office personnel, servicemen and metcr readers were t~ken on a tour of the ~later
and SeH2fe Plants in an effort to ~urther enhance their knowledge of the work, prob-
lems and final products of the Water and ~ewaRe De9artment.
:'.Te purchased a long overdue used fire resistant storae:e cabinet for accomoc1ation
of all our tap and application records.
It has been the thoufht for sometime these
records should be microfilmed and stored In a separate building. This I concur with
whGleheartedly~ 2nd should be budgete~ for in the ensuing year.
i'ie have steadily enforce the orc:i.nancc p-overning the location of curb boxes
2nd meters and have informed all Architects, En?ineers~ and Plumbing Contractors by
letter that 2~1 meter installations are to be as per ordinance unless Hritten ~er-
mission is obtained to locate them elseHhere. \-Ye have continued to Hork on draH-
infs and amendments to the ordinances for.the installation of service lines and
meters. A Dropram was implemented to result in having more water meters moved out-
side to the parking by furnishing the meter tile and covers. Cooperation i-:FlS
solici ti tee by all plumbers to inform customers of theirs of this, ond a1 thcc;:-;,
it has not been too st!ccessful~ we did manage to move 22 outside this year.
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:..- ~ . i.~ _
....'0".:';:
(~onc
.-'.','
+'.-.~' ,....
O-=-:::=iC'2 :
1.
:'~(2::'i vce Calls :.r&c.e
--------------- 19,62G
"
/. .
;;c:' cl'2.::'s and Retans
>~C1'.~ Services
---------------
---------------
~21J
2%
')
" .
~. ?irst Delinuent ~otices Sent -----------____ 18,896
5.
,5.
7.
?inC11 Non-P?_y l:oticcs
~on-~ay Turn of~s
Collections by Arencies
Total C211o~s I'!etcre~
--------------- 1,139
--------------- 286
--------------- 26,330
--------------- 1434.57 Mil.Gal or
1,434,G72~255 Gal.
"
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~c~erence is made to chart no. two, pare 19. This shows the monthly amounts O~
the Hater revenue, seVier use fee incorne and t;1e total number of active accounts t;;at
we bill each month. This Vias projected over the last three year period in order to
have c scc;nt ioea on the progress He Here rr:akin,,; and to observe status quo. The
vertical lines indicatinp the months of the year fall on the first day of the conth,
~s our financial status is calculated to the end of previous month, and our active
;::CCO'clrl-CS are at the beginning of the month. This In effect being the same day.
As can be seen, the seHer use ree (small dashed line) Has rather erratic from
l""'-;'-c'
~...,
conception, 2nd continued this way until around ~arch of this year. This can
be contributed mainly to, adjusted fees for unusual conditions (early in the pro[ra~)
cne raise and fall of active accounts, and the more or less adjusted fees since July
o~ "the year.
Even though the active accounts apnear -co be on a gradual and increasinR rlse
,:nc the sewer use fee rather stable since >larch, this can be accounted for~ by the
ract, the maj ori ty of the fees (almost half) are calculated on the first three r:lonths
water consumntion.
I The.loss of the active accounts thru the middle portion of 1962 can be credited
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to General Dynamics Corporation at the Airbase phasing out Hith their program, but
kee~)ing in mind the scale of the draHing, a little over t,..ro hundred accounts Here
effected. Although this H2S only 1.5%, it didn't go by without effect.
Gf course ~ the Hater revenue is relo.ted c:irectly to the Hater rcetere.:: afl~: t:;2
tecperature of the seasons, as Hell as, secondly to the T)o;Julation.
It is rer:c~;~2~~.
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'::-:(;,:o::,,;toccl ,'::i2-t c~,. 2.ve::'2fe co"su::C::>1.: la,! Dcr C,3,").1 "Le_ ,.:2y bring, bUL, tc~:pcY'a.tur2, r-',~:..;.-
,"'-,,1 J ,7,;:C clements, cor;.binec1, '"i 1.::: u:-:,usu21 evc;ts always effect the COT:SW"i.ptlon.
!:It;;oupL ....;e pur;.ped 2.206 r:ore H21:Cr i"or the year, our Hater revcnlle "as L:J OT:..~u
, ,
...i.... I ......
This
, ~
~'-'
reflected in that our average :J8r cent of Hater r;.eteY'cc~ to Hater'
:) ':.l~;.) e c.
::Cor
yea::' Has 77.7%, 2nd the Hater revenUe to water pur:ped is 77.2~.
\)i-2~
t:~c
O':c:C'J.1:ional costs ,';ere up 4.9%, but ~ realizing the equipment purchased, neH o::;er2t ::J;:-:'5
cc~~cnccd~ added service to the citi~ens and exnanded facilities, this does not see~
,'''VI ~...!-
1...1........'-
~ ,.
01 ....:..lne.
Our net profit for the year was down somewhat, but here again~ our slightly
hichGl~ o\)crations costs 2nd expanded facilities and services play an imnortant l~ole.
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CHART NO.2 PAGE 19
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S=~/.:tC::. ~j
: T :.-'rr:'T("'"
;.; ~.j4.> \., _ ...... ...-I. ,
~;Y~:T:::~.~
Jil~r Lewis, Suserintendcnt
.-,~>, City 0" S.:lli"a h2s .}Tro\.m to have 118.40 miles of underl!,rouncl sanlta-,,:-, ::;C,'(;::'5.
,~>~- .~: ~:~ ser.';r c: pc 'Cc:c the Ci t~r is
handled by our 26 Sewage Pump Stations.
1.~ ~
,;t-,,::
r: a vs F
-l=:::~(~C
r-;an crc;~..r -~ ~;.<~ ~
C' _, '. .: _.... ~
,-: ,_~ .._........;"4 ,
;--.E~l~t G..in
all of our st2tions.
Due to the
flCJ.t
terrain or
~ew ~eveloneren~s caD po only so rar, and the~ a pump station has to be installe~.
':,2 2-;'-'(; in "the ,!rocess of acquirinf, our 27th st,Jtion in the form of the i':orth Ohio
St~cct im~rove~ents.
;,11 of the stations pump into three primary pump stations that de2.i ver all the
Sc'.:c:;-e of the Citv to the Salina Se\-!i1fe Treatrcent Plant.
If ',:e have loss of elec-
~ric DOMer or So~e malfunction or the s~2tion it:self~ we experinece a temporary
":::tcr.i"c:o action" i_;-"l the ';Jet '.'iells zJY}cUc:, sev;c;c' lines. This tends to aff:revia1:e ;:JUl'
~urnese and intentions at the Sewafc P12~t because of the newly constructed prit
C:;.2:~)e:0 .
It is ~n'8 ul ticlate g022. to i:-:::.t211 variable sneed motors in our 1:h'O :'s:;
Street sta:tions, so as ~ Hhen \';0 pun,p seHage to the Dlant He do not get any "su.rr~inGrr
throufh 1:he grit che.r.ber, and thereby rer.,OV0 2S f.mch as possible, all the sand,
rocks~ etc. from the influent.
It 1:ook 711,521 kiloVlatt hours of electrical power to pump all the sewage to
ttc Treatment Plant ::Oor the year. 'l'his 'Nould be at a cost of approximately $7,115.
:" our' 500 East Ash Str'\3et Station, Vie have a bar screen located just ahead
of the Dumcs. This is to remove the large sticks, stones, rags, cans, etc. In the
sewage which Viould be injurious to our three 75 hp motors and pumps. This screen
is cleaned manually, and 560 cubic feet or trash was collected from the screen last
~lear.
In the station located at 1200 East Ash we are attemptin~ to improve our ~OLS~-
keeninp duties by D~intinp; the entire first floor.
We installed a new hotwater
" .:. ,
l?vatery 2nd stool, alenr '.:ith a oartit.:.on for modern privacy. This stat'ien is ,.,:~_
~s ~ ~ome base for the crew and it was thourht these improvements were 4ustifie~
for ~he added convenience.
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SE:\TLR l';AI~.,'T~<-.:-~.:-.>Cr: J~-,? .~~r~~~ ~ ;E2<ri'
Geo~ge Pauls Jr., SUDeri~tendent
'1'>.':'3 is the ~i:.(,s1: Tl.:ll year of oT!(;~2tion for the three IT:2D SC1.,rer ~':ain~cn2nce
C'rc;o.:. Tilere is Ii tl:le (:oubt thic~ department has ~rogressed the r~os"[ of any ce'iart-
:',C::1: 2-D the field of C)ublic relations for the City.' To have a separate crC'd ,'Jho:;e
~~i~ary function is "[0 saintain in good operation all the sanitary sewer lines and
~2::~o~es In 'the Cities systes has proven to be an excellent decision. This has been
C'x:Jcrienced :.;ore tr:eD once to the "riter, by personally receiving calls of "Thanks"
for en efficient job done by the Superintendent and his men.
On the evenlng of 27 I'lay, it Has noticed that large spots of crude oil v]as
fl02ti:J~' on the Sn~oky. The trouble H25 finally located and it VIas found that sor;:e-
0::.::: ..;2.C shot 2. :101e in a crude oil stor3.fe tank about seven miles upstream~ and this
c'r;,i:,ec: i2to -:nc river. The quality of our ,-later supply was in no Hay effected, but
',.;02 0.:i..c:. ('fant 1:0 -cry 'to keep l1: O'c:'t or the Dark reach of the river for beauties sake.
-- l3rze",hirl~ool formed anc. contained IT,ost of the oil at 'the entrance to the 72
inch tube on Ohio Street. This crew attemntec to burn the oil on the surface Hith
the Fire Department standing by,
but
'to no avail.
They finally got all the oil orf
by seining Hith burlap bags. It
a real T':2SSY
job, but it was completed.
u~-
v. c.c.
;';e are cOfl'tinual1y field checkinr our lines and manholes and attempting to tlD-
cate our 1711 x 17" ma')s. These ,-iaps have already proven invaluable in the field and
it is to?cd tn2t (.:e can continually improve on them.
For the vear the folloHing work Has also done:
1. Linc21 feet of SeHers Rocded
2. Lineal Feet of Sewer Grapred
3. 1,:u!;~2:'/""\ ~i~ :--:anholes .R.a.is(~d
4. ~;~~rl.h:;r' of I'~anholes L01:-:erecl.
5. .c'~l.L~S2r of ?lanholcs BuiJ.;.~
29,731
2,127
125
t::
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2
5
33
G.
i';U:;lDC:~ of t':2nho1es 3.e=)2.:.red
~';u:'-;.sc:~' 0"'- L':anholes Clc,::.r:cd
7.
o
\,.~' .
:';L~jC2:'" 0+: >1ar:l:.oles Se2lcc
----------- 151
----------- 2C
-----------759~500
----------- 1,250
o
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~:~~bc~ O~ ~ings and Covers Renlaccd
CaJ.lons n~ ~ater use~ for ?J.US}1inr
?o~cred Root Killer used (pounds)
10.
11.
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.::U?~s-t~
L ~:C
~r22t~cnt PJ.2nt rcc2ivc~ a
C. :~~'::":;s(:; of thi::i~,
s2.UGfe.
This
'G.2.-C
c~er0t~on was so
~';':=:(: ia.-re Iv
CC~Jl(}
soc-;:--: ~.,rc
sol ve
our probler.1 of a. ~)a,cll~l ne'2cl flu~:;hc~
.........., ,-
....; ;v;
- ~.:(....
~:,JiTlt2nc-:TlC':~ Tic)\"J.rtr:-:ent.
2000 rallon t2nk and
1: r:..;. c<<
=0
..... -- ..
er:-ec"'t.~ vc,
t:1;1 tit r,'! t-.~:~ .:. :--":_
L~uck for
o:)cnirw valve
At an expenditure of 2?proxi~2~ely $250.00 .
.~- ,::__.__._oc:::
r'I"'';'-'V
\:U"';"'\.....J"-
a. :Jur:--:J
on the sluGp-e
. , ",
"--"':~, \~/ _~.~r
convcr'L
t:w rruck to either a Slllure ;,auler or
t!"uck) a:lC C2~!
;10TtJ
VC~::-~,,/
f.lush(~r. This
i":as
,...........,......'r.,..,...,
j.... \..., ... ...... J. ~
::0 ':;conc~nica-=-ly utilize our equip;'1cnt, as \','ell 2S ["i ve better and raster service
-(:0 2 troublec: se...:er and customer.
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S~=\.'.?AC~~ T!'~E/~T:':E:;'T ?LA:;T
r.''''''l
J. ,_ .
Lyle Cu~ninfham, Suncrintcndent
Co::r::letion of the badly neecled ir:;Drovc::ents for the Se'dapc Treatr.cnt ?li-;:-:t .iC'~
~C~ all practical purDoses~'in Anril or 1963. Although we started usin~ some o~ the
r:ec'l eC'uipment as early as January (Hhen raH seHaf,e first entered any portion of t}-:e
expansion), the completed product took approximately six more months.
As in usually the case, in any new venture, change, or revamped idea, the smooth-
ness of oneration or efficiency of Hor\~ leaves much to be desired. Only with the
ccr:;bined efforts of the plant superintendent~ ~r. Cunninrcham and his devoted ner-
sonnel, did we finally achieve the level, in which the original overall plant effi-
ciency was intended.
It must be noted here, that in any neH or remolded construction
,wrk, there are always tedious problems that arise, that tend to tax the efficiency
of any employee or personnel, but in our case, it is my opinion, that this transitio~
was accomnlished with litTle effort.
Technically, at 1:15 ?::.~ 17 January 1963, we starTed pumpinf raw sludfe to the
neH number two orir.ary digester. This, in effect, Has the beginning of a new era.
For the first time in the history or the Salina Sewage Treatment Plant, an operator
could tell~ by just observing a chart at periodic intervals, at what rate we were
pUDpinf sludge, if all the pumps were ooerating, and to some closer degree of accu-
racy, how mucrl raw sludge we \vere tra:;sferin['". This meant that one man coulci observe
a chart, see the results, without having to wa~K to all the pump houses, and actually
c:1cck to see if the pumps Here operatinp:. This resulted in saving him valuable ti;:;e
to apply to other normal maintenance problems, which continually occur Hhen you
operate equipment 24 hours per day, 7 days per week, and 52 weeks per year. This 15
only one improved situation in our ncwlv desianed tHO stare, hiph rate tric~l~~:
filter Sewage Treatment Plant.
:"e cJefini tel:,; hilve im:)rovec our +-inishec Droduct ~ st2bilizec li~ui(: s.:uc;-e:
the effluent to the river. This has been accomnlished mainly, due to our he2t~n~
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':.., :~..ixi;-;p 0::- 1:;:e r,;:\.! slt;.dE'"e. ;\'e keec; our sJ.uc1,"'-e r:eatec to an avcra,cre ter-:Jcratue'i"
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O-C' SL;.O ::..n al.:i. thY"'ee TJrirnary cifesters, for ctp":Jroxirr:ately 28 days.
In J'..u,,:ust ,oJ';:
received a 2000 7allon tank mounted on a truck, to haul our stabilizc2 liqui~ S~uCpe.
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7::is r;-.e~'T.S t:--1dt h'C handle this sludpe only once and are dis!losed of it. Si:-.ce t::at
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;::::":::2 ,.:e have dis1josed of 1,58 ~OIJO p2J..l.CrlS of ~i(:!uid sludp:e on baseball 'larks 2:-.;:
::.=-:r;:-crs ~:he2.t fields in our area. Th_is T:"la't "ot seem an excessive acoc:;;t 0:= C'
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::,~:c ~'Jc. also transferred 220,000 sallons to our dryinr.: beds, plus the fact ~ -r[;'; ;_':.:_
cords are only from 1\nril of this year. Here again, we save more man hours, i:1 dis-
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?OSln[ of our final product.
1\t this stage, I would like to Doint out the condition of our final effluent cf
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the ?lant going back to the river. !~s you may be aware, the nations concern aDou-r
, , '1' .
r.~lunlClDl l tles
2nd private individuals polluting our streams and water courses~ r.as
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DeeD of the utrr:ost concern lately. The reaches of the Smoky Eill River belOH "'[De
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Treatment Plant has~ in the past, been a subiect of comment and conversation. I
s:;eak h'i th considerable pride, ,,;hen I say our effluent from the nlant now is of the
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best nature it has seen for several years. l:s has been repartee. in numerous arti-
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cles, fish life is affected any tire the dissolved oxygen content of the Hater falls
belCH 3.5 ppm.
Since April of last' Y22r, continuous tests have been made In our
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laboratory to determine what the oxysen content was of our final effluent, VOlna to
the river. This reflects, if we are contributing to a Dol1uted situation, cr rein-
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statinc a proGuct for use that is as food or better than when we received it.
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Sa:r.'Jles of the r,i ver water were ta}:en just above the plant, just below the Dlant
and two miles downstream from the plant. The average results were as follows:
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Final effluent of the plant 5.9 ppm, of the river water above the plant 9.4 ppc~
rlver below the plant 8.9 pprn. So, you can point with pride that the City of Saline
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is in no way contributinp to a ~ollu1:ion problem, but rather~ is operating an
_.:1..--
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ti va and efficient business tha-r is irnrovin; cr in no Hay destroyin,r-, one ",_
vital needs - WATER.
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I~corporated with our newly devclo?ed ~lan~, was se~ns ~o ca~turc and U3~
...- .~ ~
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:"'y-r.:rocuct of SeH2ge pas for heatinf :Jurpo::;es.
SeVlage p:as that is tl~2p'Oed ~..
.......... .,
~O;; of ~he diGcsters is actually Diped to 2. boiler and burned ~o Drocuce heaL Tor
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tGt \{ater to heat the sludge In The di~esters. This results in a considerable
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savinp to the City~ in addition to producinp a Dore stable Droduct at a muc~ lower
cost.
Our new boiler is unique in the fact that it Vlill ooerate on 100% seW2~e _~=
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or a ~ixture of Dartial sewa~e and natural gas (supplied by our neVI 4 inch ma~n ~~~o
L~e J~ant) or solely on natural gas. This is all done automatically, in whaTever
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co~bin2tions That night occur, but He also have the facilities TO manually control
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W~~Tever oceration we so desire. We produced a total of 10,513,180 cubic feet of
2as since April of last year or an average of 48,237 cubic feet monthly. We cur-
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ren~ly are runnlng
. 1
COn1:lnous....y,
an ammeter 1:est on our boiler to determine how nuch
fas we actually burn so as to better report on the savings.
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As can be seen on chart no. one, page six, VIe started netering the sewage flo'iT
into the nlant in Anril of 1963. This is done by our new 36 inch rnapnetic flow
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rr:cter ",hich is located in our grit chaf.;ber.
I~ lS noted that in October and lJoven-
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ber, the flow began to fall. The cCDtinuo~sraw sewage recorder was not oDeratin~
effectively, at that tirr:e, and wasre:Jaired in the month of December. Since April
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He helve treated 1 ~ 202,900,000 f:a..llon2 of seHar-c. This com?ares favorably 'ili th L;1e
chart on how much Hater was Dumped to the City~ but it still Dust be declared tnat
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we have numerous combined storm and 8anitary sewers that should be separated.
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In conclusion,., I can only say that He have made stronf,ly marked imnrovements
this last year to our Sewape Treatment ~lant, its final product, as well as its by-
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product. We have received new equipment~ new personnel and new ideas, to better
acheive our [oal of [OOC, stable and safe final effluent.
It is our intent to have
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?in "onen house" this summer to shoH the ci tizcns of Si11ina hOH their bond ,",one" f'.i1S
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been spent~ as Hell as to show the~ J:ow we onerate and serve them for all our
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" .~.,;, 1",..
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".- ~s sincc;J:-\~~'?
.'v~'~'........
-- ,-.. ~~-
.... . ~ c.:: ...
He ca;:
l~~rovc o~r ODer2~io~
2:-:(1
r:.0':: :-l"7:.::::: J:-~C',,'
t:-:c; cxte::c.t O~ te:2cl-:i.nc <'3.11 DG::'~sor..:-:el involved, the operation o~ 0. ~c'..la,-c .:";>,-.:'"e:-:-:
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?lant lts functio:-: ana purpose as well as its needs to a cODcunity.
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It is the desire of this office that a program be developed~ whereas all nerson-
r..c~ affected by the SewaBe Treatment Plant, be encompassed into a five day work wee~.
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'::'i:is, T endorse 'dholeheartedly, because the job these people uo is, at the best ;-iO
::::c._~l:iculu.r a:,:arc. offering enterprise. The Derformance' of these Deople is, Hi thout
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~U2S~lC:-:, a necessity to our cosrnunl-:Y, as ~ell as to their own being. The problems
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are accepted without reservation, the necessary work is done~ and the ultimate goal
is achieved. It is the firm belief of this writer, that The hiring of one additional
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cr::ployee to conSUT:'.ate this transaction should be c.one immediately!
:-ii"th these facts and figures as referenced above, I subrnit to you the annual
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l":,;')ort of the Salina Sewage Treat~r;enT Plam:.
It is my firm belief that our opera~ion
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2'L(, ploogress Hill continually improve Hi tll the experience and knO\dedge that our per-
sonnel pocess~ plus the fact that we are always willing to learn~ although We do not
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always ap?reciaTe being taught.
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DI~LCTORS O?rICE
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~on :':cbstel~
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second ~ear as Director of U~ilities has, to say the
least, been a rat~er
::-,;:c:::-'c.-)tin~~ d:c::='2.ir. Of course ~ it ,o:oes \,i thoUT question, beinf in a plass bm/l ~
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-,'eel c'r'(, '''oir:[ 1:0 2ttract conments, crl ~ }.clzm, 12te phone calls, needlinf, threats
".: \::lC'21"3, c;T",,2nies, and yes ~ even a fri8nci or tHO. I C2n ::onestly 2::d truth:':\lll,v
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:~c:), c::-:a,t of all t::e outra,2eous ane Hanton acts that I nust be guilt:, of, 'thislast
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(hare ~nd/or odor in our water for two) I have Droof nositive that at least
....,',\.j
-cooDle
took
the time to either wriTe or call and tell us w~at
a comnliE:entaryr
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~U~ we ~ere coins. I realize you are more than aware of this, in your position,
~UL it was felt 1:naT it deserved some comment.
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For the year, it is the writers o~inion that proeress has been made in the
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,dc:er and Sew2fc Department in the manner of more efficient operation and service
tc the citize~s o~ ti~e City.
It is our hone and d~sire to constantly imorove our
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condition ana finished Drcducts as well as strive towards the goal of fulfillin[
all our responsibilities and charges Qo directed.
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?<J,l'tially, this may be evidencC:cl bv the fact, that in July, We hired r.fr. Paul
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h2~e~ of Black and Veatch, Consultin~ [ngineers, Kansas City~ Missouri, to ~ake a
s~ucy 2nd renort of the Dresence of corrosive action in our water. Mr. Haney 2nd
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his :=irm,
wiTh their exnerience and
- . .
ec1Uc2tlon,
Have been accepted by
tlDrefessional
;'i2ter participantstl, and experts to be more than competent in an anaylsis of this
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naturE::. ~'lr. Huney, along Hith the cooperation of t.fr. Fassnacht, \vater Plant Super-
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.lrltendent, has made numerous changes since his ini tia1 exploratory visit here. .-'-..s
late as January of this year, Nr. Haney informed me of his satisfaction of the -Cl'O-
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Bress they have made in the direction of minimum corrosive condition. In his
tial rcpo~t, he did point out that whatever corrective measures were taken at the
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plant, supplemental action should also be considered in reducin~ the numerous flCca~
endstl that He have '::";1 our distribut.ion system.
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3 compli~enTa~y action taken
on 5 Au[ust 1953, we hired Bucher and
T,~ ~ ~ ., ; t;'
,...l...............;..-J,
Cnnsul~ing En~ineers of the City to test, analyze, and prepare a comolete ana ~ro-
~cc~cc: report of our comolete Hater :::iistribution System. This contract leas cesi -;:ec.
to include actual fieldtestinp the flows from our hydrants, pressure, both reSlCU2L
and static, Drobable fUl:ure developement, 2nd estimated "loop main" needs for the
ensuing ten years. Also included in this package was the up-dating and draftin~
of our valve records, and Ha~er plats (lIT = 200'). This report Hill let us cor.;pre-
~cnd our future maintenance 2nd work loads, as well as, bear out our immediate need
of imnrovements and actions to continue betterment of our service to the people of
Sali::-:a. This Hill tend to deplete these ITdead endsIT mentioned before, in whatever
actlon lS necessary as well as guide us in ~ature and sound thinking in our future
':;ro~'rth .
17 July 1963 oroceeded to Dass and we enf2fec in a contract with Boyer and
Hagadorn, Consulting Engineers of the City, to nrepare olans and soecifications for
the i~stallation of electrically or mOtorizef pates in the old Western Star Mill
Race as well as look into the possibility of raisinr the elevation of the crest of
the dum at this location. The DurDose of this was twofold; first, we nOH have
~anually operated pates that we ~ay open to flush the river, or Drovide for r,ore
discharge cpening~
This
is an extrerely dan(crous operation, tha~ could enveloDe
t~e loss of lives
. 1
easl~y,
and one which I de ~ot concur or endorse. The orifinal
thinkinf bein[ of course, to use the fates to flush or desilt the river channel by
Quickly opening the ['ates, and by the added velocity of the water, carry a\-lay the
silt that has been deposited in the stream bed by an errosive action. The end
result being a continuous clean channel through our parks and City.
Secondly, of course, raising the crest of the dam would result in retaininf
~ore \'T2ter in our Cities reach of the Smoky. Thus assllrin~ 2 more beauteous ~n'~
healthFul backprouncl for our narks~ recreation~ water supDly, etc. Well, t~c ~~s-
~ers we recieved to this nroblem, was not what we wanted to hear~ but analv7:~ _
- 28 -
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>~:
~:~'c'~<c .
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'1'1-, i ~
.......-.....;>
letc 2:"'c,;ort
-- L ~ecr?;.1E.: verv
~~,~~i2~ O~. 2~~arenT the ~lrite~ ~~w
',..I;
~ a concc~s8d ?or~,
:<-ollo\'li", ,?:>,
,
-.:- ~;.e
'."'.:<-:::.: ts of the
study:
F:2isi:l~'r of the crest 0:: -the; C2TT1 :~s ()1:~ 0:: the Cluestin:i. rver. i-F
the t"!estcrn St2~ :~ill J2~ is TO re~~l~ lTI ~12ce, as is, t~~ r~vc~
1'dil: de?osi t r.:2-:erl.al 5_=-: ~};e t2ck:ed-up volur;e or re2C!1C~ c(~h.ind
the dam. ~hen ~hi3 happens. storm sewer outlets located throufh-
out the City and emntying into the ~ivcr will become partially
ob3trucL2C~ ~hus reducinr their c2rrin[ copacities which will
create more surface floodinz within our City.
3.
\'li to the reduced volulT'e of h'2c:er co:::inf throuf,h our par}:s channel,
it can be evidenced at the Ohio Avenue crossinp exactlv what will
eventually happen ~o the complete reach of the river through the
City. I'ihen a reduction in f10;;1 or quanity occurs in a given vol-
ume of contained water, velocities reduce~ thus reducing the car-
ryinz caDacities of the particular agent or water as the case may
be. This action tends to ripht inself by creating a channel with
sufficient cross sectional al""'ea to maintain a velocity to clean
its own bed and slooes. Thus~ we have a silting action occurinf
in our City~ which will continue until it is complete throughout
the Cities reuch.
,..,
\....
Recommendations arc to abandon the Western Star Mill Dam, and en-
hance the resulTS that are already occuring, as well as abandon
the idea of tl'le ~otorized g~tes.
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sympathic feelings or The river.
is a nroble::: that has yet to be resolved, because or the very nature and
Juring the year He also retainer. Hilson and Company, Architects, Engineers to
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fulfill our obligation of Ordinance No. 6546. This is a biennual renort on the
condition and health of the complete Water and Sewage Department. In checking the
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records, it is our opinion we will receive a clean bill of health, and be open to
an~T constructive criticism that may be forthcoming.
I In June, I attenc.ed th 56th Nation Convention of the National R.iver anc. Harbors
Congress in l~ashing~on, D. C. It was with extreme delight that I accompanied
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Commissioner ~alDh Exline on this venture to our nations capital. This Confress~
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as you may know, is dedicated to the science of water use~ control and conservatiG~.
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\-.\J.nt
it,
,. co previously presented, the thought of f,ood ouali ty Hater ~all you want, ,,"hen ::c-;;
has become a ~efinite factor in our lives, and has lonf since
T :-:e:
1:") .c_
_1__. L
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realm of minds of general acceptance.
..
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I 2:S0 a~~cn~ed the ~~~iona~ Conv2ntio~ of ~he American Water ~o~ks Associ
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.~Y-. ,'.c~r-:S2S City, Iiissouri durir:f ~::2 ;;;o:ith or July. You all-lays )'2.lD vc;l uable ,_"~,,,_
~a~~c~ at these functions, but so~eti~es the results are slow in re21izi~~.
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'-In
17 Dece~jcr at approximately 8:05 P. M. the middle portion of the East wa~~
;'"'r'.
river dcsilting basin of the ~ater Treatment Plant collasped. This was cue
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~2inlv ~o a layer of ice forming on the tie bars that connected the East aD~ ~es~
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walls. Im~eQl2~e corrective actions were ~aken in clearing the debris and ascer-
Laining Wnat Dethod would best put the basin into operation by the followinp SUD:~~.
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Cn Clafes 31 and 32 are two char.ts tha\: eX:-llain the operational functions, fici"::-l-
. - '" ob' .
Cl2~ Glstrl Utlon,
and re~uireT:1ents of the De?artment, 2nd ho,", the $3.5 million bo;;(:
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20ney has been SDent to date. It is ~elievec these to be self explantory.
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CO!!CLUSIC::
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In closing out the year o~ 1963, and rEviewing the hanpeninrs of the
Jepartr::ent, :;: believe one can sav> i r. Vias ,::;ventful, busy, ane: constructive
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profress was Dade. SevEral pro4ects were completed, numerous neVi ones com-
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menced and normal maintenance operations continued to improve. It is ho~ed
the service, public relations, 2no nroducrs Hill im?rove in the yC!ar 1964
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~iththe exnerience that Has gained in 1963. With this closing thought,
I sub~it for your approval the 1953 Annual Report of the vlater and Sewage
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DC:J2..rtr:rent.
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Resnectfully sub)itted,
':7 . /77-. ,,--'
i :;::' /, ./
'//", J'" / ') "(..!., / /. /
/;/ /. ,/) ,/ {;;/ ~."-I
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RON \IEBSTER
Director of Utilities
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!:D"Jroved:
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/
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3 February 1964
Date
Ci t=, !-1anager
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