HomeMy WebLinkAbout1955-11-15dia t il II No
e
eet 1 4e*_
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1 e-
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end second ed
_e_93_ t-at/ye rd'
,0-4! -
uld be
xp
90.00
c0.00
a-^tha t tthenS
o
0. be gc crl-ted _f_qr
MrcGo ltlr the ur ch se of
ck,i tman ,
erat ing
!--q-qlri-eoF-x9w'!,ea
I to p-Iqce, as anda tlo
e tL to
completely servlced every I0O hours, anti all vehicle type equipment
aI meeting caIled to o ry the Mayor.Don [,r.sJo""u.Speci
n.V{.XpitnJC ounc
The l,{
conce
cc
on.
S.tsr
:-,-a-9-.-
i.t-r
W.S
i lrnen Present: W
or read the bid€
rning the fea s abi l
a
der
wn T
I
E.]/IcGol-drick
ted at the r
1'cr
I -l
gas c n un t
p;
onded b
ncil
otIlo',ve1I.Iia ye s and ruerryf ithatbhe bid of Cornell
$rojo
Dort
Xlotio
feasi
Soone
t
the S
sneet
.00 and on g_Le1l
fo r__g q s_-p onsumpt ic
n passed. Br own, -I
fatlve Gas Associa
ers. tri.tr. Ben neit
-Anbrose,- See. Tre
he-t e -Ejl eetr"ical f.n
on- as has been d
-t lre
ebv
i. dex
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I
oG
he
ted to ma
1i o k.Yea; F
Loerd.__o1-_9
.H".. S-torer,
and seconde.d b
-e.n€-a-g.ed bo c onti
C
be ac ce
.Jepojt
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s
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DTEDA
charg
jid s
roat for'd SaIesl'----
n 1ri Ie with the
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r sPPoint
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he lilaycr
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e -ltqlqh
ADDOl
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Larr oletBarnesChev
i nut sof
rt Qpu
Bitis were stu ied
t o,I:-
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aUtC
o n
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c 1 np
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d for plumbin
. ilc
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b Ford Sales Bid o
It was d ecided
dure to have a llr
dq-bv
n Truck
Ithe (t--trar
Chassis &
ounc
,oo
-
-
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,
rcn iha t
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/1- 1{- t's-
Iished.
lete
hart s .
oldri ck
on locat ed
er id ian.
!
the
ounc iI
ie_s ln __.. __
o.per place-
e r-s t eluiL-.---
sewer
€r,r ant ed
n tha t
bs be plac eti ir
tPlt rna-n Tea
es,Yea.Yea;ru.,ay
the
eithe t in our shops . or l stal l peI and c
saidur'fi,-proee e iia
IN
rQqnl
f I a
T.
biobs
it aid in secu
seconded b
rver 0 ergs ob s er'v
usln aion b
Bn to
es and
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u 'r v'l Def r lnse oropram bv th ci J vof
ck-
on. o
-aL-d
ins
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lca ;3r
: asx
ispu-s!
>f- -a -l
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ointed out tha
and no recor
old sewer d.istr
ct
It wa
in th
lstr
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t
ec
db
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bee
the
eb
ha
e cltl
EE-_YJ
ion o
f.;t;r was rnade by
ouncr
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r ov,
at b&t
e i-n.bac-k oL ttr
e l-y i ng -to t he
said propert i,es -
and se cond eti b
riotion pas sed .
s to come before
YtA
ng,
Y
l,'wl
ft was d ec iale
Xc.lace
t!r !l 1 er uo Sb Irte1e
c d.I hbdunfirtnenev
W..D S
I er T'u k1cI1Ir'p
d
and the Co
ont
ons
.eI b
lnterllommunlcat
no ot
oulneeeti
Attes
I
here bein
nals be f acedt
in th
stood ad
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lerk-r-r r
rres nede bJ4
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.n1an,_J. e9
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June 30, ]955
l{r. }. C. Perry
Ada CounLy Dalryaent s Aseocl.atlon
Morl,dlan, Idaho
D€ar Slr:
Iransml6ted herewlbir ls a report coverlng our lnvestigatlon for uhe Ada Countl
Dalrynents Ascoclarlon 1n corlnecLlon wLth Ehe mgasureneni and analysls of tbelndustrlal waste cor,Eribuued by ycur plant in Mt,riciian Lo the aower systen of
the C16y of Meridian. In geneial thio lrrvestlgatlon hes includod the ,--follorrlng:
1. D€torminatlon of gire lrosu sultable and least expenslve neana for
meaeuring the .luanLllles of induetrial wasto.
Record No. 8580
z.
3.
4.
Aastgtanee in the maasure&eng of ths wasts.
Analyeia of flow lreasiurenent daf,a.
Colleetlng saapLes of ihe wast,e anci submittlng theB to t,hs laboraLor'iti-of the Idaho Department of Publ-ic Healuh for delalled analyela.
5 Dltsralnatlon of tho reasonabl,e share of the total coet of not, ritri$Eont f,acllttea planned by the Clty of &lerldlan to be borne by
Ade County Dalyaenrs hssociatr.on.
ect to
ac torr
o.Prelialnary lnvestlgatlon of, the cost of lnotalllng loparaLe UreaurBtSfacllltls8'for the brriaLment of na3te$ froa the Dalryra-nrs plant.
FIow oeasurenenL. investii;au1.on
seirar connectlons from your mllk
wascgs leavlng the plant would b
conslderabla Gtrror. Further lrrv
of tbc number, arrangenent, and location ofplaat lndlcated that dlr€ct naeurenont of
e dlf,flculu, expensive, and probably subj
o8tlgaLlon lndicated that tho most s&tlsf
nqasuraEotrta could bc obtaineci by a decallsd analysl6 of al,I *at, er cupplled
Lo Lhe plant and of all coollng and evaporator water dlseharged dlrectly Eo an
opon dltch. Ihc differonce botween tho quantl.ties of, uator Buppllod to th.plang aad the quantr,tlea dlscharged lnEo th6 optn dltdr wera conslderod to bo
Eb6 {uantlt'l,es dlgsbargcci lnto the Clty of Merldlants gemr ny6tsa.
Invesclgatlon of avallable rncterlng equlpmeng indlcated thab the nolt, econonl-
eal neterlng arr&ageneni conslsLent vtth the daglred accuraey could be ob-talncd by tbc lnstallatlon of Eyro propellor Eypo EloEorc ln lnoonlng aupplyllnel aad w"l th the lngtallaE,lon of a V-noEch wclr and &n autoDatlc satcr
1eve1 recordcr ou the opon dltch carying uho coollng sater and ovaporatorra8t€o. Followlng dtacusslon of thls Eatter wlEh you, tho aboye cqulprorBtras lnstallcd by your forcos rri th our approval as Lo locaulon and lnstallailon.
Follortng lngtalLatlon of tho requX.rcd tssterlng eguipaent, contlnuous flow
reeordE were Eaintalnsd for the perlod llon l.lay 4 to May 9. L955, incluslvc.Ihc flor rocords ahus obtahed 11610 analyzed so as bo deierEtnG ghs quanDltl.cof rastc r'aachlag the Gltyts sewer ayat6n.
Analyalc of thls data fuidlcaued uhat the flow of ra8t€s to the s6t or Ey8t.E
uas lnfluoncod Lo a conel,dsrable extont by the nature of, your plant op€ratl,onr.
Durlng parlodE wbcn baby food 1s proceEsod and sterillzer cooltng water iEre.1ulred, botb total datly floro and lnstant€rnoous flows roechlng thc srmrsyste[ ars lars than for eaxlmrll perloda durlng which baby food j,s not pnO-
cG8!6d. Aceor&tngly, flow data was analyzod bouh for perloda ifiell Bberlllsergr{€re lp speretlon and whcn thoy wBr€ not ln operatlon. Besu}ts of t,hls flonanalysie are shohrn g;raphically ln the flgure bound aE rhe end of thls report.
Shorn on Lhis fi&ure are .rverage hourly rates of flow for two goncral condl-tlon!, wtth and nithout sterllizer operatl,on and baby food proccssl,ng.
SLudy of thlB dato lndlcates tllaE thoororags daliy contribution to the B€x,rrsyatoe ytrcn the st6rlllE6r8 lrere not ln operatlon wac 96rl+00 gallona per day.
Dnrlng pcrloda rtrcn the sierlllcora wsre ln operatlon thi average dally floir
Eo ghi aorrGrs naa fsuod to be 77rlp0 gallons per day. Peak hourly ratls offloy for boLb corditl,ong are as indlcaged on the flgure.
l(QI .0[ sasL
.6Ssb Jfls8errrssola uolt to eiEIIailA
ons:rc JoI edJ oJ EorL, Bnt$J j:sdua bns IiB6!, srL to aa"tqlue gllJJoolte 5.?iayjsss brllrreb 1o1 dJIseH clldr,9 to JrooJraqe0 gdabl od$ trO
',i3ewea irsfl 'io Jaoc IEJoJ gdJ to grsrie sjcisrioese"r edJ ].o aolitsnim:aJa0 . ('hlr l6d s$zod :ld oi.ilaibt'roii Xo rgolC ariJ yq.trerrrralq aeJ.lflcot Jrios8e'rJ
.fiolJ6i5oaeA a t nsnl:l.eii yJfirroo abi
$!f[::i].Bs;J sdaaeqee gfiilIaJen] to Jeoc sr{i,' tc, nolJstl.laevrrt 1:srtmt-[e:{ .a
. J.tajq e I rierutals$ edJ Elott aeJear :.o JfieEJeb'iJ erlJ ao1 asl.rtiicsl
io nclJ igol brrS ! JrreoeBflG:ra6 r'lodr[rJrr griJ 10 figlJs3iJa3vni . Jflagt,alJa.qga noIi:o Jfis.r()'ruac€tl Jgo'rib J;rlc bEirsclbli Jnr'.Jrl dIIn :lo1 rl011, alblrgannoc :eweit;t iseld!. yldsdo:<1 brA reviarieqxe rJluoJ?,ttb ed blsaw Jrlalq.eiiJ go-tveoI elJa6w
(T oJxrl8ti B& Seom edJ JedJ bGJr:9jbr:-t [c'lJsSiJeovnJ 'redJ'rJJt . "to"r:tt eldrrebtefio'J
balIgc..l.ra :g;Er IJs to alerglone bellsJeb 6 yd bectsJdo ed blgoc asf!$ruciueGerroe cu r6J,-ce,rlb boB"! 6119 aib agJ8r' .[o,re.!oqr.,vs bns gc.tlooc IIs -to bns JaEJq edJ oJgdJ o.r bsl{qqla :essw te aa}.:}Jasu,, erlil ,reowJao o3ns"r3'lli} 9 rtl .rlgJ:b roqosd oJ br rebleocc s:ow liciJb llcqc aJiS oJai be8'r6rigalb a$l$lJfrslrri) sj{J bar' .tnslq
.fisJBlri :qree eInslbi.rej. l,c yil:j e{i oJ[l r)eg1rarlc8lb solJ.i,in8ur efiJ
-jflofioss Jeori er{J JsrlJ boJBolbni ;nem<iir.r1;s grri:aJcm eldriiisvc to nolcag}Jesvnl
-do Dd blloc r|cs:rccs be:iegb sriJ dJin JneJslejto9 Jtro$$:io$a'rs gnizeJem .[sc
yJqq ra gnlnrpcnl rrl BaoJaE eqtJ 'roJJeqolq owd to noJJrlieJeiri er{J yd benlBJ
're',sw etJ6&oirrs ,rs bns 'rlow dacofi-V s to nollsjl8Jlrll od3 rlrJw bns esntJ
aoJ|ioq€vo i)fla '!o.frt EJrlJooo edr gri'gr:sc deJtb noqo cri.1 rro .rrb:ro3at Ievg-[
Jnec,iir;po evods otlJ I rro'{ ,{J}w leJJ.br aidJ io r"rolee;caJb 3rrtwotrIot oaeJalrw.;rotJsl,ji JeEl bE6 nol.igpol o: as lcvo:qq$ 'rrr1r liliw egs:ol. .ulo{ .id bs-[Js,raa] aeu
,{g-[1r tssorj:JJfio o r cnerqiupo Bfll:rsisfl bs:Iups: griJ to fiotr$ijEJefl-i galwo{io!
.avle,.rlon: .etQJ .Q yslrl cJ $ gst{ uo{t bolreg eriJ "roi, bonisJcieE e"lehr ebaogsa
eoiJlJfl.'rrp siiJ sfl.li[:rsJgb oJ Bs oe iresllaas a:sw berrtejdo agdJ eb"toog'r woll 9ri1
.rreray8 To!{ga ety$}C er{$ Bsir{c6a'r 3reaw Xo
r6dsd ner{w Bbol'req gnltl0
leb .lsloc rlJo d , be:tr.rys:
Ulertc Asalyrlr. On l{ay 9, L955, hourly aaaplea of lndustrial naaUe fron thc
FIffiE iffiFtalncd duilng the iorkln6- peri-od aL tho planc. Oroae saopleaiore cubmitttd to EcBt ln the laboratory of the Idaho DoPartBant of Publlc
H.alib, wlLh ths following resultel
Sollds ln n1111on
Sanple I,{o. Iotal Fixed Volaflle B.0.D,!prBTloe
10r00
l0:10
11r@
12 r00
A.![.
A.!,1.
A.}{.
I'loon
22L8
125lr
L970
8so
L3bb
670
636
302
3],6
268
)o6
308
28b
3L2
3L2
r60
1902
986r66[
5l'8
1062
358
321+
LL2
I
2
3
4
5
6
Z
1
2
)
4
r9r0
1100
L730
600
1080
220IS
)6
florw obtalnod on tho eerqe
BOD contrlbutad Lo tlre Cltyts
uhe 24-hour parLod. 0n a
popuJ.atlon equlvalent of
*8lsehuloal ory6ea denand
Conparleon of Lhe abovc data wlth bhe n€asured
datc indlcatcs thaE, ou May 9, L955, thc totsl
sercr systoe n'o approxiaagely 310 pounds overdally aterag,o baalr, thls BOD would lndlcate a
approrcluatoLy L7 50 irersons.
Valuc of Tr6at!0enu !o ,r=da coutttl/ Dcll^lllEgsls iesoclatlon. A study of the
Et5IIEfnary-iIIiIE[ ta t a-Inffifi ffi s o t r e at ne nt p IanL
and lntercbptor aewer ,for lhe City of l{erldlan was nade in an effort to de-
LernLne whet a reasonable baels fbr determlnatlon of a serylce cha rge to thc
Ada C oungy DairyEenrs Assoclalion olghB be. In general, t hiB study was mads
on a proporglonate basls, 1.e., the rsasonable cosb of th€ con8inrctlon to
be boine by the Ada Couniy Dalryments Assoclatlon vms assumsd to be ln pro-portlon Lo th. load appJ.led to the facllitl,es by the y{astoa l}on your rdlkplan!. 'fhe tonofuEtlon of the roasonabLo coet to you for strrer ead sowagc
LrgatEant gervlceg r.as ba8gd upon !h€ follovrlng conalderatlona:
1. The al,sos of requlred trunk aewars and hydrauUc fsellttles si the
aerago EreatEont plant Eusi be detemined upon ihe barle of tho aaxlnun f,l,on
expectcd througb these facillt lea. As shorrn ln tbe f,lgure at the end of
Ehls r€porL, the maxlmum rate aL whlch r€ste 1s d; scharged llono your plant
lnEo th€ lrorcr syst,6m a!, measurcd Has 319 gallonr per minute. By che ttmthls flow reEqhec ihe trunk sewer, j,t ls to be expecied thau, due to atoragoin Lhe Eotr€rs, tiac delay, and diierslty of load, a soucnhat lower flow rl,ll
b€ €xp€cEcd. I! ls our esuinaLe t;hai the raaxlnun rate of flsw la the tnrnk
sewer attrlbutable to your plamu w111 ba approxlaragely 350r@0 gallona perday. 0n uhe bgrla of uhls f1ow, and conalderlng lnftltratLon at @0r@0galloag pur day ard peak rate of donestlc flow frorn a populatlon of 5OO0
Psrsour at 112501000 8allons per dayl the totai naxloun flow ln t}re crunk
cerer uould bc 2;2001000 gallons pei'clay, of 'd1ch approxlracely 16F lsattrlbuteble to your p1ant.
2. Ihe grlt ctramber and connlnulor requlred aL the aenage treatmntplaat are baalcally n€cosaary for gh6 Ereatmont of domeet,lc aewage only,
and th.Be faeilltleg have lltble vaLue to you 1n Lhe tccaiment of your nerte,otbcr than ln the t,reateant, of do6osglc lrasta8 fron your ccploycea rdllc atrork, tn your plalt. Consl,derablon H,s 6lven to the fact tbat the oost ofihc!. facllltl.! ylII. Lo sooe €xteng, b e lnfluenced by thc quanEtty of llor
through thon, lndtcating that a ninor portton of the cos! could reasonably
be charged to you for your conurlbuttoa to th6 quantlty of fIow.
). Conslderlag the nogllglble quantlty of seutleable solldg ln yourplant waste, lL does Dos appear reasonable that you ahouid be aseeaeod anymatcrlal porglon of the cost of prleary elerlflcr facll1tlce, vririch facllltlea
arc tncorporated ln the sowage treatsnsnt plant, for the gole purpos€ or ro-
aovlng rattleablo aud floatlng natertala. Ae tn 2 qbovo, how6v6r, your
contrlbutlon of flow ,ou16 1o,1u1m that the alze of the clarifler bo lncrsasod
eo &a to pernlt seBlafactory remoyal of, eollds f,rou dooeEtlc rarte. IL wouldlbhlroforo, appsar reagonable t,hat your plant should be charged vith only that -
pctlon of the cos[ of thts faci[ty having Eo do rlth Bocoasary slze to
aceonodqte your portlon of the totel flow.
iocol
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8Je
sa0t8(r
dsts+l
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st
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B
$
ixeneb fii3{xe Jso}uedooJB*
gBri, ;i{J rrc bcnlaJcio s;loi?. bs,rrJesoJ..r edJ dJ ir: sJsb gvoos srld 1o noehsqcooetlJlC srlJ oJ bacrdltiooc COB IsroJ ari, .((QJ .Q 1s&1 flo .JsriJ eoJactb&l aJsbs ,0 .bof:o<1 rsol(-$i srlJ rovo abnloq 0I[ ylcssr.lixoaqqE e&r fieJetr aeiraa1 Jrioisviupe not$sloqoq s sJsctrnl bluox 0Og etrl,t .alesd s3a:eve lllsb
. aroaaeq 0( ll yIe.rBnlxc:q,1s
\. It appoara reasonablo that your 6harc of ttre coet of tbe trtcl4lngftltcr ehould bc dcternlned upon the ba61s of appllcd BOD. Baaed upoo a
dcslgn pElndrtlon of 5000 persons, your plant would be respcnelble for
approxGataly 26.7 per oent of the applled BOD ln a f,uLI Z4-hour perlod. Invlir ef tbc ?aot.'h6nevcr, that the iirger portlon of your BOD loadhg lt
appllcd in e ralitlvely oliort perlod of tlns, the truo &elauro of Eto lmpaotof your wert.a upon the trtckllng flltar cannot be dobernlned upon tho ba!l!of average dally loadlng aIone. thc trlcklj.ng fllter w111 nocesaarily hava
co be designed and corratructed of oufflclent capacity io satl6factorlly tr.atall waslss durln6 th€ naxlnum ratc of appllcat,lon. Durtng th€ P€ 8k four-hour
perlod of roaxLnrn loedlng conditlon! for whlch the ftltqr reaeonably ahculd
be dcslgned, your wastee-wllI cor.rprlse approxinauely tOfi of the total BOD
loadlng on iba t,rlckllng filcer. -Aecordingly, lt appoars that a reasonabloproportlon of the fllter co8t to be borne by uhe ida County Datryaen ta
leroclatloa vqrld be approxl&ately tr0$ on a proportloDcta basl,a.-
5. It lE cstlnatod bhat ih€ slud.go renoved by the flncl clarlf,ter rl.Il
be conpocrd of sludge attrlbuLable to your pLant, lir the anounL of approxlaatd;
26'.?f $ the t@el ftnal clarlfler aludge. Thls percontagc ls beccd upoa thgtotal ayoragc 24-[eur BOD loading applled to thc tr€atE€nt plant. At ln thc
case of tbe primary clarlfier, the giza of tho flnal clarlfler 1g dtternlnsd
upon EhG basLg of bxpccted flow Lhrough the clarlflcr. In thl! ctudyr lt
appearo rea.sonable Eha! your share of the cost of the aludge colloctingfacilltles shoulri be basect upon the proportlonate volume of o ludge renovcd 3aad your ebare of tho eo8t of the stiucture itself should reasonably be bassd
upon tho nelatloncbtp of your critlcal flow to the total flov chrough theclariflor.
6. Facllttlcs for Lhe digestlon, hanrtJ.ing, and drylng of sludgeaturibu0able to your rrastes have bsen deternlned upori the basle of the
cstieaLad guanLlLy of s lud6e resultlng f,rom treacoont of your waat. egtsparsdto tho total voluri€ of aLudge to b6 sxpocted fro& the entl,r6 operatLon.
7. In addltlon to gh€ above facllttles, the cost of the propotrd
E.ragG lreat!€nt plant wlll inelude costs of l8ena, such ag thc ooatrolbullding, for whlch tt ls dlfflcuLt to proportlon cost belEron you andche CIEy on the baola of applled load. For theee Lteoo, tt apprara roason-able to dlvlde the cost ln proportlon to rhe dlvlalon of coata lado forplant ltoao thai arc designed on the basls of appLled Loadlng.
8. In thtc etudy, lE was not conel.derGd reagonablo tbat you ahould becxpect.d to pay any naterlal portlon of the cost of the t ru* ccwer andtreatDont facllltlee attrtbuf,able to the excessLve ground r*ater lnflltrEtlonexporl,onood Ln the Cityrs sevrer ByatiE. I! appearo-to us reasoneble thatground water il,filtraulon is oesentlally a functlon of lengtb of serer cxpoacdco hlgh ground rrager. Consldering lhe fact that all of yo[r weate 1! contrl-burcd to orrc oarrar &t essentlalLy one poinE. ttre length bf eorm nccrrraeryto condugt your vest€ to the rrew trunk sevei, and the lnflltrsttgn oc cumlng1! t,hta lclgtb-of gewer ls ne6liglble when conparod bo the longth of aewer -
llarc a[d lnf1ltratlon expecbad froa donasul,c and obher eoaaerelal uaersrith the Ctty.
Bared upon- the f,oregolng consideratlons, it is our oplrrlor. that tt wourd notbe reaaonable to assess the .tda County lalrynen ts ^siocl,atlon for the con-strucLl.on oi' roqulred Erunk s8wers ani sewai;e LreaLnent fasilltiee in excesaof the followlngt
I?unk gersr
Sewage treatEant plant
Total
$ 3r200.00
29.000.00
thla coat ropresents. ln our opinlon, your falr and roasonebre share of, con-structlon costs of all required fac111t16a, including trflxed costr lteus.such as the control strueture and legal, engineerlng, and financlng expeirees.Aa polnted ouE al; Ehe oeglnnlng of thts-secclon. the-above share of thi con--Btructlon ccsg uaa deterBlned on the proportloniL e baals. rt ls our oplnlontbaE a d€talled dlstrlbutlon of costs on an Lncrearental baglg N.ru1d reiufiln a coat conalderably leaa thBt, $321200. (Ihe lncreaental cost aitrruuiiurr
a$I,rS rrt!'tT
JEsIq 3$tgJsrIrJ a:iswee
Jslof
!o vgur wast,. rrould be the dlffcrencs tn co8t beDncen slYers 8nd treainant
faciLlulcs dcalgnod Eo serve only domeatlc vrastas of gbe ctBy ard glnl'Iar
facl.lltloe dcalEned uo servr you- tn addlilon to thc donestlc and gthor
connerclal custonere. )
Based upon th. proportlolate abere of $321200 developed tn tha forogolng, yt
proportlonatc ahare of coat of eoortl zatlon of thc total lnycatmant ln t rUnI
iowirs and trostrnnt rrork8 ovor a 2o-y€ar perlod aE an lntcreBt raEa of 3i{
would bo approxlnately $2270 per year, not lncludLng aLlouance for bond cove
e8€r but lncluding payBont of bonda aid int,erest. thta annual cost of
$22f0 alco doea riot iirclude an allonance for any op€ratlon or malntonasce
Gxpensrs f,or the faellltl.ea.
CoEG of SoDaratc TreaEE nt. Prellnlnarv sLudles yr€ rt conducBod to detsmincappr@rov1d1ngaeparaE8trcaEE.nEfac111t1eeforyorrrlndutrl,al want.!. Baaed upon approxlnaBe proltulnaqy doalgna of auoh ar.prrat. treetEont plant, lt ls osEltaE€d thau ths egst of the tn6at'tr3ntplant rould bc betrnen 1.50,000 and $60,000, includlng en allowance for oon-
rEructloa of Ebe ouufall sower and for'purehase of land. Tho nosu sultabletypr of plant, the typo upon whlch this estlnato qf coat la baaod, involvsa
acietlon- of tho nllk raste, follomd by sidla6ntatloa. Our prelialnara
dcrlgno prov!,ded for a two;coapargEcnt corrcrot€ tenk. oaG Flgrrl on for aeratlo
and the iecond portlon for sediloentalion. Providod no wagtes aro adElttod tolbc plant oth€r than dalry wa!t.a, tho faclllcy can bo operatBd at consiant
dudgo volu.Ee, ellalnatfur! tire ncieselty for eludgr dlspoaal f,acllltlea.Actltlon le aeconpllshed soct ratisfactorlly by conprsssed a1r, d1fI\rcodthro*6h tbo BEte and appllod at the bottioa of the tank. Becausc of,relatlv-.1y-lergc requlrenents of pouer for punplng and blorers, ths opcratloncolt of thla type of trearnent may be expecred Co b6 conslderably hlgherbbat that of planta- tr€atlrig aor€ corventlonel Est6. Operaulng Iabor.would be r€{ulred for abouu ono-half to one hour per day.
0osGlurlm!. In view of the fore6olng, tt ls our oplnton t,har lt, wouli Uedaflnltcly ln the best lntereet of both the Ada County Dalrynrntr Arooclla-tlon ed Che Clty of llorldian ro bre&r rheir rastGs ih a siirgle semgetreauErnt-plent, provldod a reasonable basta for eharglng you f,or yo[rcongrlbutl,on to'the plant la devtloped.
It Ls our hope t'bab ths lnforaaiLon eontalned herria qey bc of ar!18tancr
lo fgu ln arlvlng at a roasonablc agreraenc rdth b ClLy. If ro ray be offurther aaal8ta.nco to you, please do not hesllatc to call upotr lrao
Ver, tnrly yours,
_0!!!El4r- HoI{LAFD, }lAtESt &
I,IEBBIFIELD
By iiarL C. ItGtnglneer ln C
Bolse Offlcc
olde, Jr.
rgG
yn
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,nftrrdJtsaa; irns eT g}Ie e [eewJod Jeo : st osna:eltlb oriJ ed blnox sJariw arroy oJ:sriruta ixl6 yJlr srl, 1,o aaJu&r criiunob 'trno Evz"i oJ oosircar eotrlricstIell.r{ oIIa 9fJeeircb or{J oJ noi"-lbba rii I,o1 ovlse oJ bonSleab eatril.tggt
( . e'tctlocerlc lsicterssdc
d to $8s.roJni Jacd odJ nt.toga:ot eri, to lr3lv ,rI
bcbtv
t?rla';alS?a 1o ed leia rtcasd bsglslnoc ttoiJsoiro?fl} 6rid JEI{, tqed 1rrro 8l JI
1o rd ':s cn ti .Yirc d di lrr gqelae"r8a oldanEtts a J6 SdYITTB ri IroI oJ' .8rr roq! JIEa od ri6$Isrd Jon-ob ssaeIE trJo1 o$ egtrsJelsas 5or{J:r,1,
.e'r!ox Yft,IJ rtov
.:t ?6YAi{ r t.l;{i.J}.CHJTJJSEIOC
acltXO oa
Spnoer Fono Serns
MERIDIAN, IDAHO
PHONE 8-4401
14 Novcnbcr 1955
Clty of Mcrldlan
Morld.l rn, Idrho
Gcntlcmcn:
Wc erc ploarcd to quotc you oa onc 1956 Fsrd
Vg FSOO t| ton tnuek chrrslr and ctb, cqulppcd r.sfollorr I
FSoO v8 13On u/h.clbarc 242A.5O
Booater Brakoc Standand Equlp.6 8X22.5 X 20 SPIy
Roclrculatlng Ecetcr
Ecevy Duty Fen
011 8tlter
Aur. Sprlngafurn IndlcatirrElcctrlc Ulpcrc
Total
Lcss Exclsc Tax
Tredc Allorvanco
Icgs Flcct Dlscount
NET TRAXE DIFFTENCE
Sinoercl
15 9.21
1799. O0
SIROA ORD SALES
I9?. 50
45. O0
4.50
12.O0
22.OO
25 .50
13.OO
274A.OO
89 .79
2658.21
700.00IeE-7:f
Thank you for thc oppontunlty of rubmlttlngthLs bld, and trust thst rc 1111 bc givcn favorablcconsldoratlon on lt.
LARRY BARNES CHEVROLET
LL)t-
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Ilth ond Grove Srreets . Telephone 3-54O4
EOISE, IDAHO
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