_| es | Be -

 

THESIS
WPA OCT UN) 8 1
LEV a gg ae
ALES CRIN

F. &. BURRELL & E. M. YOUNG

BBR
THESIS

SUPPLEMENTARY
MATERIAL

IN BACK OF BOOK

 
this thesis was contributed by
Ii. 2. Burrell

under the date indicated by the de artnent stam,
to replace the original whicn was destroved in the

fire of “arch 5, 1916.

The Invecticetion of the "ater Supply Cveten

of

Nreweayro Vicniran.vs

* Vhuesis Subritted to
‘ha FPeeulty of

‘

or / 7. - 4 ff? hye wT preety mPaeny "Gi “a
fot .
TOU a OE OOP TG.

‘7

”
ro

a : >
N- , 7
yo a + we
i<ol e Moxey 8 2 Towrell
on eee
; tT
Candidates for the Dorrce ot

‘ Bachelor of Seience
THESIS

 
£4 FOUUCTION,

In this iovestication we will rive tho Mrovedtlior cone
ditions of the eye tar in vier of deterriniue its gteoecy far
ta villare ef dernaveo, 6 Breall tovn ~8 rflexw north of cranny
amanide, and ityin- it a firect line vorth wast of “ar sirc.
The population renedeins Practically constunt flor the lnaet
eO voore, tre alosuney of the evstom for a rrewine vilvace
need not be considere? prere.

e propose to corvent freely unon the present. arranrcce
agent, and cirvesat much chenctern an? improvements ar ve ece Pit.
Jur conelusions are based on the water sUrTYDIvy methods recoge
nized’ by the best seuthoritiea,

Cur references srose"ublic “ater Cunply", by ‘urne
Caure and wiscell; " "reatise on Vytreulics", dy ‘verrivcin:
"Gillette's Cost Date’ snd cerriren's * Civil sneimeers'
Noev-et ane",

Tere wo wieh to tran the fire marshal ani water wor's
aneineer of Jewayna for tha interest tuevy toot, end also for
the nélp siveau ug dcrine our invetimcation.

MOTO TORY.

The villate of “ewayro was incorporsted in 1867. nen

In 18° thn entire torn oes destreved by fire, the need of a

vee Lopresse 1 upon the neorle. In 10R4

Vator wore oye tem G
the town res ported for 219,999, of which £599 wee refaed
yoerls yy toxetion to nav off the banded dobteiness. ‘The
WQtor ear ca gyoter vhen completed, consisted of a wood etave

”

Dive dietributine evyeter, and an equalizer or rectly asin)

(1)
Q4909
nir nresasure tank which wes situated in the vurn house. The
mumps consisted of © = 6" x 10" Valker pumps, “hich were dri-
ven by an 013 lteffel water wheel, the power beinzt furniene4
by tne water fron Groovs Cree’, ce small brancn of the “us eron
Rivor, and havine its orisrin in ess lava, °.! miles distant.
‘The fall of the cree’ irs very ravid, anil gonscouently ti» tho
suvymor this streear becomes very emall. ‘The mrrp house for
the old system wis situatod un the creo about BOD feet from
the prosent one. “ror the best euthority we hava bean nhlie
to find, the ol? syatern was adequate to the necls of the pcos
ple et that tire. Tovevor, as tne wood st ve pipes becure
old there were loeraces in the mains in the business district
where the etutice hord wea the sreatest. livery tiro a firo
occurred and wren extra pressure was put on, new Llesis Kould
show un end derirea the atreets to coneidorrbls axtent. enotrer
unsetisfectory feature of this olf eyster wis that the rese
id-nees in the ixier narts of the villare email? rot no reter
durin= perioda o® the erentest consurption, an? in the dry
Ronson Auirine the curser renthe, water from the rervice ten
Wa elmosct s bimiry becnuse of its rerityv. Finally 4n 191°
the cervice became so noaor that e nev eyatem was bonded for,
and was ontirely co pleted in Suvust 101%. 0 «60sur invostirstion
Pollove in this thesis a1] is tazen in the ordor snornte
met, “xthurastibility.
“ualitv.
Pin. Turpint etetion.

“ater tover.

Pipo line system.

(s)
SIR VIC, Purity of vater furnichod.
euantityv.
“Tre vrotoection.
“asto ond leevive,
FIM, Tes, rirst cost.
“Othod of nayrent.
Kates.
RECO Tym pat eer beer sty PU ees
MOUPrCO.
Pumndbi7.
“Ira nrotoction.
“oxtonsion of theins.
COMOLUNT OO ..
CORT C
SO For as wo 'nov the eurply ie pround vater. Tt cores

from sevorr] aorine: Jlocatc? on a side hill, this side hill

-

d0int about 100 feo t hia ana constitutins one op: of Pro. ks
Creak , The glove fs very eteen ont woodet ond the soil ts of
a -spriney und elevey neaturo. Mae business dietrict iteel? is
locuted ings basin or vall yo ant cent ins seversl flowin: wells.
“Nese series oe betarn ventiened havo been the sources of

Sunp)+ ayes Love 2S tho aveteec haya heen jn oper: tion ent have

aivevg un to tha coesent ‘tre eunmlie? the n eda of tha peorle.

mven Af the ontire ten vero to be supplies! with water from

these snrinvs, it is probable that the Plow unier the present

B8VGter -oul? still be larre onourh to porforrn: thet function.

The voter as it cores from these srrinss is alweys cool

ond rears to rennin .t a feirlv constent ten raturo. It is

(%).
very clorr andl Creo from tts slimitest odor. Here ts orce.

tically no snrsxente!l satter or the tante da voleastine,

Pumning otation.

The pumpin? station 18 located on Broo's Crecl. It
is fitted with a 17 4, Style °4, Samson Horizontal Turbine
made by Jusos Le°fel « Comvuny of “Orinefiell, Chio. It ore
erates at 1. fairly hivth snoel an? under a head of 4] Trot.

Of course thic ray oe varted considerably by atlins rore Bluch,
or ov rerovin™ come of ther. The purines, tro in number, are
wade oy tro could co:-any of Seneca “alls, lew Yor’, ‘hose
DunMs are nelte?l to tna shert of the turbine.

The cervies mien Feo thera Mluinzer, &" x 8" minp, and
under its ratet soentteaty un evactly to its retins, 109
Gallons per vinnote. ats totsls un to 144,999 eallonsa per duy,
Which is : a uedidersoly MOPS, talbine thea Juy es en evergrea, thon
{s used oy the neovle. Of course the jevend varios erortly
during the cov, natoun to the y-esent tis mann has alwoye

deo. adloe to cucniv the lenonta of the people at all témey

for domestic murroces. hie mmn is rman continuously but is
Slowod un caries the nie t to peevent the etand pipo fror
runnin: over, thos Cormine of the tover en cqualizer. Thot
ds, the paren is rman ut ell times Just fast onourch to raiotein
8 const: nt ne doon ‘ne djletributins evyeter. In cese the
denund fe ogrester ¢ an the sunoly from the mene, the wetior
fron the ton suprtlie:s thie leficiency. TNs Irawine of the

water Pron thie tant, however, is objoctionasle to the hot

Beegony of ton voor for ti is rersoni- we have *ounl that thers

(4)
ia one riot in tue deyvy ebort rdH8)8en, conasitderin: tie hotiect
dave, when tre pur cs Ja not ovnersto fast onourh +o sun-ly all
the wator necessary. Jere, tre vater in the tank hor:-to-fore
used ce an equi.lizer, flows in tho system. Chis s all tanr
allows the vitor to become hested up verv quickly, on’ :-aa
consequencs, the neonle complsin of warr vater. Later in tho
diacussion we vill attenynt to devise a plein bv wnicn we woul)
elivninate tne avove trouple.

Tae Sfro orn je a Gould « 4, navins a cap.city of 00
rallons nor nimite. “ic pump wag teste 1 by ue us to its
cavacity wi.towes foun? to work almost exactly us rated. “ie
Vata on the tes! ag mo is tiven bolovie

Sneloreore res lint on thie tan -3enscnescere 5.

 

Initinl wove recdlinr eaan--= ewww ween eee ee 1%!
Mf renee in revdine seeenereecncersercee- moye

ira of YI wer wen ewww enn eee ere rere rrerer- TR owrpi-yites,
Avyveraryro once] \-------- eee ewe ew ewe wee FE,
Pun pros UTQ -eceee nnn e nen reree nnn eee enn= (BBY,
Mareter of toll -ee-weeen wwe en nereneen-- 17,5)!

Ivar x 17.4 : TOT A ow fo] = Vliet’ Cue ft. in 18 minaites.

“¢ nd

Wl. 490 x 742 = 9292.8 eellona in 18 minotos.

2091.2
rn

FY. we Lllons ner minute.

 

ean yore test eos nade by usp oa April 16, 191e, -e
Sat off tio water Crom tho villese at 1299 midniszat ap tno
We'er ads lost unedet aoout tout tire. “e then read accurately
the vero oy thie tan: ufter the fire purns had grottor un to full
GNeel en’ recoriel tho tive. “© allowed the purps to min 18

mieutes at Tal? pnoed snd again reed the mazve on tae tant.

(=)
In connection with there MUS, fhe turbine may also bo
used to drivo a roneretor of tho -Ollovwine lescrintionz:—- 4AN
volt, 4° .1] arveres, 2% nhase, with a frequency of © and « speea
of 3768 RP. . ‘thin renerator is mde hy the Allis-Chalrerg
ecepuny, Of !L1lwauk<so, “iuconsin.

Durint the hot season when the overflow fro: the late
is small and the rainfall is Blisht, the hcad in the vond can
not be rent un. ‘This forces the mcenerator out of business <s
there ig not enourh power to run both renerator and pup.

Co morcinilyv, therefore, this zscnerator is of no importance,
excopt that it richt ba use’ to licht the resivence of tno
Wwator wor's entinoor, muvlic librory, purpin: ststion, school
house ent tha vwurt buil/Jines.

Wye erpnaterent of the purnins station in shown on the
blueprint, pl..ts " 7 in the noclct of this thesis.

“ater SOVEL .«

Mie water tonk ie a circular one holdinre 70,009 sallona.
It is 17,05 Poat Fry Ad-eosetar eqr 1s foet 19 AInenes Toen, It
Is -rado of & inch timber sod roasts upon « tower of etsel 69
Feot hich, tha Ters of which ere roirod & feet from the rroun?
BA su-rvortad oy comercte blocks spacet ©O Teoct centor to
conter, heeo blocks ara | feet ®% inches squuro at the tap,
mY Gree 4 Poot cq om at tho boattor, on’ ere set in the rrowns?

Shout Foveat on hart ecloyv Tounletion. tach ler is fastenod by

tyo oolts to the Hlact,

’

Me veter tonk Ja nocrly | 79 feet above the lowest Pire
Avirant civine «= ectatic procrure of about °6 #, ani about 77
feet :bove the hishtest hydrant sivine a stetic pressure of %°.!

(6)
rive Line .-retem,.

we tenko vay be aout oF ontirely fro the svateir,
and the vummMe| ucel ta vores the water directly into tie
rains. hy eo loine there yressures mov bo erestly inervnaocd.
Plovwine ant static pres ures re to the head of rater in the
tank, an! flovines on’ stetic prorsures duo to Mirdint -reesure,
nummPine Vrectly into tre meina wit the fire manos were talon
by ua. “Whe avnaratus usé? for tavine these pressures consistor
of a? inch pine, *.f Feet lone. “ hydrant counlinz= was slic
on one en?, an? 12 inehee from this was placed a nivpie in tie
Pipe to which was cereal c pressure eure. Che other end
conteivaed « nozzle couslint and ealeo vas thre del for acon
680 BStatia rressires conl? be recd at the sore poriod. 4
line) noavrle wes ure? to tate the flovine prosvucves. *1l
proncices renttars tol ta lwrocis ope teoulatal hbalow, tack rete

Inte Ro eyayy our corrects? lator du tne cannratationrs.

4

Theiss 7

“vdrant Static. Mlovine. fra VProsesur3 Tank ‘lead,
1 Wlowirr.

4, ma slo: 16.F!

7 7 Ad. BA: 1*.0%
! 16.9'
9 io teat. Tyiract broken.

10, A, ty) os lr!
(7)
wvdrant otutic. “lowint. “dre rresaure Tan’ ilead,

 

fs flowin. _
ll, oo 18,8!
le. RG oA AQ el # Ir.ot
1*, ae IB.Ot
14, No tost. ‘lydrant bro'en,

i. Bre 15.0!
1S. re oe 1R.9°
17, OA; 16 = PR. 14.0'
le. Obs CA Cr! nA 7! 14,5"

* !'lro presamive etatic.
In hydrant # 7, stone in noz-le caused rere to reed @P
untor florins Pressure, ant in hvydrunt # 17, stane in nov-lc
cause l sare to renl 34 ! under fire prossuro flowin.

“ae level notes on tie present and propose! BYSstonrs
are wiven on thie follovine blueprints. the location of there
Avirante, tho nine line esyates, ant proposed extension may
be found on t::4 blucprinc«s, plete # 1, in the vocket of this
thesis.

4,850 Loet of 5 inch vipe, and 12,100 feet of 4 inch
Dide comprise tne mreat:r part of tie present d stributin-
Bvster. “here arc 1? fire hydrants, all of which ar: connecter
to the mnins by 4 inch pine. They are all 2 way, ani are 5
feet loner.

wie Yrofiles and hvdr ulic eradients of 211 pine lines
are shown on plate " ©. Plate “ 1 elso shows the layout of
thea town, location of the ‘ank, pumDd house, reservoirs,
BPrines, unl possible sources of contamination.

(A)
 

 

arch FO, /9/5°
Wealher: Cold, clear
Young * Burre//,
aOTEY a) mcr Pete
LP Ww hn int:| 70.8 73 | 60.875 SO a
Hyd g roe Fo ¥ Ae fo fo} Ve ee
Tm eT 9.606| 54.3 STE eT A
i 4.100) 56.8 | Sfale Fy. ~—Rrver
TP a2 8.572! 67534| 4.920| 58.955 aL Eee
ies BF 4800! 65.7
Rhce EYL ay st 12 1) Ys es) ae ee F
ah Ae TA + a ea ee TY
a} 4350! 76.2 | Near Hyd * 4
7P 4 | 8.830! 84.529| 4e/5| 75699| Int err7 :
Hyd #4 | @650| 7729 |\In /me wih Ure
am CTY see Ae Terran
ST ed 3834! 839 tae oan
|g Ae eo E>] at = > 2 ae BS
en) cme: Mima wae 2-10. TR
TP tyd*6| 0.192| 80387 7552\ 80795] Sale i: San
Ft 6 Ro ine 2 27 aes RACs GN
ys Pr et SAME Ort) ee, Sy FRE
T-P7 | 4093) 69.996 /.484| 68903| House SW. |
e-) e260! ego: Beate Sees
Me MA AYA 3771 Oe ee
LT we 3.000) 66.8 |
cme ME YN 2) Ere Be a an
Re 5c Melee
Wi re re
Over 7] OW. |
) i corks
99} Inf SW: .
_| Droom + Wood |
Service Jap

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 
 

ie rey JS /4

ys r PFE 7 ae CL ’ > _—
Leve/ Nofés. (Copy) ALT old, Clear

Young Burre//

 
       
    
  
 

  
 

 
  
    
    

    
    
    
 
   

     
    
   
  
      
      

aol foe ae eee ee [pyaar e
aoa @| 1.750 | 92. 90.899| Inf, SW. -
| i 7250| 85.4 | Service ey-
PH /9 V/ ‘= o¥e 8) mcs
rie, fois) Be = A "a
cara 85.9 >

 
  
  

 
    
 

 

| Inti s.w.
98.719! Quacker Line + Fare
IPL ES LS ee rT
17 Son Ma daa >
ko ce Tap |
eit Ae en

eae) /en el~ i)
\T- Pt Ol742.282 2d
\7-P.12 | 8.slels.

BEER
Esa
EE re 2

Hyd. ¥/0
Valve f
TPIS

Pt 24

 
  
  
  
    
   
 
  

  
 
   
  
    
   
 

  

   
 
 
    
 

SS

   
 
   
   
   
  

  

Ke VM (
ike 4

Pt, 25
TP /4

    
     
    
 

oo Pde
ed All|
TR/e
LF

wr

aa
TP

 
    
 

  
  
 

 
  
 

 
  
 
 
   
 
  
  

  
 
    
  

 
   
       

   
 

TP1B

LF

T-F.20 CE pe Ee
EP af _1170| (58-548)
ie ABs 3 169.8 | Mam + Clay

iat ares: 5./40| /63.6

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PAE
a
Leye/ Noles. C7 jie ost,
ig > ets (Sie;

TE Tn = 23 YA We Ne 2937 ip Ptr
ea Z; Pa eY ee 3.$70| /65-207| Fis7 + Clay
a saan 4.3/0) /63.6 | Wash, + (OILS ian

Mya" /4| 5-488) /69.67/| 3762| /64./83 u e
(at Pah 5:B6° /63.8 | Wash. +Scc7f
et 1-4-1 10/7 Ae A ey ate
Valve 4 5.900) /63.5 i =
Be he? RY LA Me, eA, " a
| fad BB 4./00| [05.3 | Wash. + gee
FZ +33 ee we oY A. ae ae Im
| F724 |S eso.
Vad aa aN ee aL nA
Fr. GS | | | HO] 4.7 NWehfersone «+ |
ear aan A) Yd od) <-T 7 Tae
Pt. 36 | || 2.10? | 16.9 \Qvarkee Line rlefferson
a BM edad WA Te ae fT) eo
7-R 23 | 6425|/63.883 7.546] /57458| X Stone _
Hi; d*17\_ Enya Te Quarler Line ¥Thicd -
Ce) EY bic Cage =
a Ma AW YMA Tar AG es pa |
ae ie $:050| /62.7_|'« + Fark |
PL Jeu Sa MR: 240\ (54.8 | Server Tap
T-P 24 ©|6/7/ \(68.095| §.782| /6/924 awe VET a4
(fe FE ae) 3.840] (043 | Bet~- Fark _
Sat Pe ee 4.320| /63.8 | Servee bee ss
TP2Y ©! 4.3/8 | /bb.2492 16/.224| Catek basin —
Ft. 43 _ Se eo Sao Tan

 

 

 

 

 

 

 

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yy clear

Youn? * Burre//

 

 

 
 

 

ih

LTA AN, AT do

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

- ear CK ny EE + Burre//.

a las LY Dese.
Ter reese 161.924| Catek basin _
SO Tae 8.27/ |/56.930| Base of Tower |
UF? 25 | §4321/69./90| 1.443) 763.758) vy sfone Ls
Pt.44 aA M0) ae ge
TP yd*/8\ 1.990 | 159.064 12.120| 152.070| Man + =
TLAS ede de Ja aa
| F446 i B.620| (50:4 | Service Tao _
| FL47 kl ha oe Ee pt
| Ft.48 a 612? | (53.02 |Ticn on VA ae
Fr sJone T| 0.602|/57532|  _—=—_ | 5%.930 Base Tower |
etek en YB ES LR ARO A
TE 27 | 0.973 1134 803| (2504 | 133.856 HS Se
TF 28 | 050\|123.075| 12.378 | (22425, i ~e
a ee 1-1-1 V1 a4 =
aa sere Per eA) 1
TF 3/ | 2650|\94,098| 12.760| B6bY98)| ws
Fi 42. 10.342 | 83.758 | fomp Hose Foor |
Top Fensfock| | — sds 0 | 87.658) Eat Fomp Horse.
7P/ | 123/8 |106.1/6| 0.300| 93.798) Stone on bi/f _|
A ae oP b PTE SONA ETE Pee we wine
TP 2 | 10:B0°|128,03| 0-660) 1/7. Pia ea oe
Find | | egc0l 2248 | Weler Leve/ |
is

 

 

 

 

 

 

 

 

 

 
 

eee
5 Ev e | as ye S

= a x 7 -
| Le ia} ho) hy ©

| TL Aare kt
osed Ex lension d »Buere,

|e kas Desc.

ae
r?

    
       
    

   
     
    
    
     

     
      

     
  
  
 

     
  

 

 

eae ed, PRE) /o1.924| Gakk basin
aw aA a 6.048) /58.97/| Park + Barion
MD Stato eae oe

   

7. 854\/52.884| Wash. + Mary
of} me sng ee
5.09 0|\/55.648 rooks % «
aL kT eo 7

   
 
   
  
  
    
   

   
 

  

   

   

 

   
   

   
  
   
   
  
 

4-223\/59.965| 5.69 6|/55:042\ Jeff + Efjza
|438// Re AW oie) ie ey),
| F230 |/56.735 |

  
   

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ad

M4QIZR|
A725 \/41

hs

 

 

 
Conputationn for sizes of nine.
In counputin® the sizes of nine necessarv to suncly a certain

district or town, the maximum aver:re consumption must. be

asoumod or obtrincd.

According to nust records the tan is emptie! on -n

avorare of three tiros each ‘ey, meking, a totsl of 90,990

Fadlons per day. ‘This has been the aversre consumption sinco

the inatellment of tho eveten two vears aro. There are now 129

tans tnouse. “avins an averare of & peonle prr tan,

service

we have 659 vreovle usin: 90,°00 zalions ner Jev.e. VhAla re

oe .4 vrellons “er ecavita vor day. Actual conaunntion tosrta

Ja

totaling °4 nours, with reedines practically every hour, were

tea’con by us durines severs] Vifferont devs.

tests by fhLllins the tan’,

time an! vate
contimious one
vals.

vate.

Apri ] 1 e

"¢

Apri 1 r e

“Ondine: of

+13 1t Wee

Vine.
Bs Pel.
Pe) ge
Woe 0 By

e:90 : an
L297 se)

Ar Pereiwee

tho tant.

™he Onta of these testa as run is given velors

in elevation

then shuttins off the

“eo nerforrved tnere

MB, noti ie

“he tost could not be a

neecscary to Fill the trunk sot int re

Garo Reatline.
14.40!
9,401

1.29!

wenn nn nnn 1!
16.08!
14.40!
P.7)!
11.°9!
9.9!

2 > om GD .
- a
Nate. tdeos, Gaira Randine,
Anril 3, Peoy oy, 5.7: %
" Bro oy, 4.00!

" MeOIre, 1.3098

 

WlTerenice in elevation -eee--.--.. 4,)5!

April 4. | TIROO ..e 12,40!

" MseO set. 10,::9°%

" gD ee AR EOt

" Os) A... 6.50!

" 113:°9 4. 4.69%

" WWs4tO As, 4.90%
S4ff° -enco in elevation --e-eesena- 8,10!

Sordi) oe) W219 ow. 10.60%

9 . a a° -
MWsfO Per, AAO!
t@ . ‘> - *
134) “ @ e Qonk
tt yee ot ,
Preys, hemes

 

Dy Pa vayqeg in elevetion w-sea.-.2-. 4,7! '
‘soril 7, Sod mat, 15.63!
" BOQ yr, 14.50!
" AsSY PY 1? 629!
" Peo Fy! 9.998
" A990 PQ 7.50%

bDifferenco in elevation eernemeenn= 9,17!
Total depth af weter used ----ee----ece------ 47,491
7.45 ¥ 17645 x A7.AS x 47PEA = 11, “10 cu. ft. ner day.
11, "10 * 7,4 = ©4,7!9 = llons por day.
From this teat wo cee that the above quantity checks

very’ clocaly «itt, the avere-a consi rtio for the nust two

(19)
Yea one e

caDpitu per day,

uBine water from the tons,
-ince rore wator La use? ebout noon of everv day,

on Vondavs as wesh dav,

“A,g7EO vollons ver day arounts ta 120 e-llene per

consicerins the number of pecnle actually

ths QC

rata of flov will be

ond not. the entire populetion.

and

considerabdly

hirhor. Pcrectice hea determined this rate as 17F% of tho

rmaxirum averace duily consurption per capita to cover tie

larzost possible acrandis. TT

to furniao. "nn"

tedned ov fe
AOL e ‘ster
Carma]

¢ +
ily xX = 4

tres: vil

~orrzyr sy

ye a _-_
She reye vos

e = (hiantitey af
m2 ener lic ient.
C= cnef lictent
V= Yres ire 7t
dot Vierecter «wt
J = ta Vt iL
1 = Lentils in”

Ce Ss cerrticie:

(3

.
“1

~

ft,

a
,yr
he

-o forvulia,

noob tia of tia town

‘
‘

my fl +(2\ x (::)

py

weoleetiy

e
VS gays
am *.
a

“rye

Cc

‘mer lyr:

74D

nae’

7 RA.

af

a) "

stresca of one tire,

PEE TMEV OLY

1,40

Cal

rf. :
“IPN YOaAD

oooint

lowin-:

Sa ongNe met cles be

and ‘aisreell,.

4

7”
a -

Aancntlintroan tha
re e

forwnulsao3e

 

haan
i

hace

1

berger ey,

my i? t.
rictic nr.

- +

1, @

Te,

wolLocit7

(7)

“AtToOe {ty in

ENtrenesr .

for nov7le.

)

whera 4"

thous:

1° ODe

nz ON) x » Tiven on Narn 74. OF

In this
nlite

Bra of

novzle.
NoB i tubine fo tae “have Comualage
for 400 feet of feh incl hoce, with 1 inch nosrlesg hvdr ent.
pressure of 7 3 fm O73 ay & 5990,

v= 10.84 Poot per RECON,

<
i

BE. Leet per socond.

* = O.%3 on, Ft. nor secoit, or 161 rpollons ner minuto.
Kor 190 foet of hore unter the gone conditiona,

V2 14 feat ner soeond,

Y= a7.3 feet vor: econ,

~

PLS raltons ver rismte,

Terefore, Tron the obove, we will ancmure © mic llon
fire stroerns., oe the tom is one of very slov, if eny rretn,
WO Afotime Cro the curve that in 1919, 2 vear Prenebly Par
yevond the life of tne avetom, the womilation will not ere or]

mivrdyer Par

cs
em

1,700. ‘hereavore ve deer it safe to wre cuch
trat Pautaurs tise, SOVEYeTOy VNeN First incorrarctol, one a
lianberjaec fowrp and ven rocft pros verous vnien Juinber Waele not,

Im Pt A UNM|AWY, “he tearm rrover tavends reddy wpe

BO eBcerce

1**

ntowe wee.

ve

tres. tiries Por ite ore

")

ee TOtAd nomoer of Tire atroams to bo eaneoitritad «t

-_

 

Amyoer tho 2 8 yey Tot 2 ey por, Vou % Thre stroanc,
“OX ESV = ty en blans per -d¢nute “or “pre purroeese
PRS Tost Cpa ms test gomertnue averere consarntion
OS DV ee lbaaye ge Te at YT Ss Fal rallons ner eraitsa ner
UE Te spas tint Cae the vrnetiend leneth of lite on t'ris
soe ter bao tacn will unt exceat 1,009 neonle usines rotor, 25
af Dro sent there xr only REY, “yercefore tee total congurntion

(17)
Trllons per minute. Vedic oo obee n tote] of TR? eellons ner
ninute,.

from the dliarrar for ealeulatine cast tron Tine, riven
OV “BFPO P4% OF BP UDLlic Vater Curly" by “urneaure en ewaecell,
re met only OF wrollons ner minute fro: a 4% nine, allardioe a
1O" loss of head rer 1,999 feet, “ror a at Dina vith the e:cre
loras ve eat 90 vellens acre rinute, malbine + total of 799
Tallons ver (imate. Vote share thet the srecent mr-oine qa
not bist enor i Ferm owepnecies,

NE6lLow Ls river tha tata Prax which wo nlottey thie rone
ulation curve.

o4te Pomilation.

1e'3) oe eee em ee ae ate eee ce or cee ae® 08D GED OS WED wo OD om ow a 1,"
Poa9d <7 ew owe ae owe om op a om ee oe ow a ee oe ow om a at a Live
LO0' awe ee ~a----e 1,1°°

19) 9 e---2e- eee ee ee eee 102927
“I Nonalutiodw is «iver es plotted on the following wieet.
PO revo orrewthqgecdtiy the toss of head ut vorioure roi ivte
Mroatiles of Each otrect crm nlottadl, eLlavtian:
PePO Cet tee. Fron the sme ot

OTT ees Toe Ft ty

Dette’ ls setoiel Plowpar rresocures at tic hvereats, otter

reaiepre tae cere Jewe  . Cy eo weeting these rreceurer oe

Agtepeot oy eorve Nora ee the hydyvaeulie credient, Thich is

Foe Tioe ta weie’: the vater level world rics tf pievercter
Pet des

tunes wore inserted at certcin pointe alens tha line. Wiese

evadients ure clhovn on blue print, rlste 4! ©,
seccuce of the wide range In clovation we found it cone
yonient in nlottine orsfiles to refer evervt-ine to 1. zero

(17)
ae
aaa

1

he Cad
VDA,
f 2b
Ee We 4
: ao
: av
Jets
aS

 

 

 

 

 

 
Geta niene., oe rvect our elervetiona fro Jovel nates ce
gytracted "7 Pye toe cvrdven olevetion ta cat tre point.
This brinersep our lavest voint only O.F af » Soot sbove this
cer peforance crlane,

VO met noints on tn eredient we first ro taced aur
Hvarent clev fion to ite enereasondine heietht ahove dati,
tien cheneet our eee me dines fram nounde per square inch
to an enivelent heed qv fact ar vater, by rmailtirivine oy toe
conversion * ctor, ©2794. he sur of the tro rivosa th. anoint
on {he ersdient.

Bofore ueine cur pressure mars realines we corvacted
them accordin: ta the amounts: shown necessary in tae Polblewtyes
Calibvation test of? the ixnetmmrent usel, made by uBb an 2 ei
7, 191.

Celibration of £O0 © x ore,
Stone A ynree sta carg Pending
thoa,y in. up DOW

) O.9 Oe)

1m 71.4 17.4

1: mod 12.9

a) e720 v1.
ms F380 6869

7h 368.9 FR OS
AY AA. 2:3,0

cry F1].0O 61.0

(14)
Yow)
FB.O

AL.

RE R520 BF.O
7 70.0 FIO

Ar REO REC)
a9 09.0 90.9
OF ard AF LO

190.9

10! 1Of.0 198 9

11% 110.9 119.0

oF water Level in the tovor ahoave istur,

sTevetion

mis roint for tho hydrsulie cratiente.

War used og the hit

Averars tun reosdine weewee 14,7 Peot.
“aitnt af towor e--e-a-c2ecee 8().9 "
Vhayetion soca chave Astur-JPFr,% "

 

Slevetion ov water level - *©90,9 "
Slevetdone alens strests from whie) vorociles wera dravnee-

Profile | 1.

-oint. Location ' avatton mlLOVe anova dove.
x elone ase of tovor, 1°. 111.9
any “aahinetoyr ar? Pap, YAC,7 LP! .7
ca "t * Oller, 127,88 LOS .A
rey n ee Nantt,. 182%. 7B.
*y " tt i'wine. 164, L?7.9

(18)
Point Lacation “lev. “lev. AnDOVe
datum.

ee “eshinreton and John. 185.7 1°A.S
we Jet °erson and John. 184.7 17.7
75 "  " suarter Line. 161.9 1P4.9
my Brooks " " 187.4 19.8
aR antoof line, TERA 1fl.F

Aa Post anil State, 188]? leage
AE “ain " " 16 4,1 117.1

AN Turn ysefore i211. 167,09 1243.9

2 Sit °t.te “oad, 65,7 ah 97
Profile / 3,
A reste “oad and Cusrter Lino. 8°.P 40°
SA Justice " " 7a 60,4
Yolve 4. oveir " " Oe Aree
Profile “ 4.
R “ood ent? Ctate Road. 77.7 AQ,7
OR snrle at nod, 70.7 me OT
oR 11° feet dow) ‘ill. G4,F CAF
oP. 1s Year ecerent nlaot. 7 WF oe
TeP. lta ” tf " TOF Os
Hy, 1s ind of line. 4968 78
Profile ©.
kad of line on “tato Boat. 81,7 14,'
] Ctate coat and River. FAR 1°,
. FO" left of vine down hill. 4°.7 eo 7
* Near hydrint +#+ 4, 7665 m4”

(16)
Mgint.

’ ¢ x

ydrant

Ci «sry a4 ;
" @ wy.4 Y.

“vopant

Ct rr.
oi x

stato Roal and Guaxter line.

Hoeation

100 feat

“Stata

2Q

fram corner,

Vora “Toad,

MidttMbLe of ploev,

“tate

LOD

1380 feet

SO feet fror

Vater

age

Aand “ater,

Trom State
3 gti CC.

Justice,

110 feet, fro “ater,

~ 909 and’ Justice.

aohfpoaurton

Manet,
"sin
Aan
“an

My

arr

YMlus

1%.

“Y whys

nt

gry

rr) ’

(

81.°

Profile

mnt oclev,
8 "
AT | "
‘Iw,
MeL,

line.

Prescunre F]

= 71,9

Prepare 49

zw 274A C8
-IEN gg 7°

Mransure 39
= 1F1.4A

(17)

-
¢

Road.

ie R

at

on

aro

lav. ‘Nlev.
datu

AOE 4&,

a0), 4 AZ.

A.

29,

74 A 27,
RY .9 Ad,
a4. AS.

165.8 £3,
142% .4 ws.
1840, Lit,
99,5 am,
PA ro,
94 ,% Nae

Comoutations for notinta on Gredient.

sleveation 17.2

On,

nlLevation

tlevation 61.

ZR
eve @-

above

IT e
c

.

4

ANT

ey

0

$2

f ct.

Pao t.
Hvdrant fot, Prescnre 48 |, slevation © .% Lot.

T.790° & 49 dur £ oe = 11,2

Hydrant “ 17, Prepeure 15 4, nleovation 1°°.9 fet.

e704 x LF pilus 1.9 = YET

Hydrant: 1s, Prese7e Far on, Mlevation 119.8 ft.

Se7I4A wre lua 119.8 = 177,8

Conmtations Tor ooints on “radients wore pressures

"oO Tiret ears tet the quantity of water flowing ane Pre
tiet obteine? thie velocity. “rom the velocity and lenrth of
Dine we commuted toe lessees. “errivan cives tia follovinuc

forulee Lor VWeeheorre frov novvle, velocity in pine, end lasc

 

of. _
Qe 6a D erellons ner rinute.

 

Chere. aot Cfecisres from nevele, in ev llons per mimte.

; =
Vo= “Yereter oF novels in inenes.

dose dercter at nine ta cvhich norole ia attached, in inches.
CF coe PMicjiont of diselhorse Por ] inch noz7le.

velocity of seter Joy owed.

<
HF)

C= cnelTiciont of fiction.

w= cross sections] aroa o* main.
t

qoo2 dteretor of wrin.

1 = leneth of » ain.

YD 2 Then nroseanre at entrance to nozzle.

(19%)
Commatetions Por Loss rrom hylrant # # to Averant - J],
From the ratio of flowing te etatic neeseuresp at the hydranta
Where Soth pressurans were teven, we assured that an uvernce
condition existed at hydrant + 3, Te found tnis avern@wa to ho

static oroscrire = 1 oF,
lowinsr oroscure

 

iydrant 2%, Static nressure = 74 #4,

7A = 49.4% 7 Clowine oresaire,
t:
@ ¢'

pwd

hlevetion = 82,9 — B7QF = 41.4 Poet.

Pet I4 * 29." nlun 71.4 = 144.9 which is the lust point on
eradient 9 ©, and elena astablisher the second point on
eradgdient vom,

Pram Khydrent " Fo we ecvuyited the loss baer toa ft R wharn

the cine chontes size. “rom formila riven “bove:-

ul

q S97 wellons ner minute, or 0.45 ou. ft. Der second.
Veh? feot-o nor second,
Lore = 9,9 fert, on sinele -ine, or 7.45 foet on a rvridiron

evsten, This swtves a loss of 4,5 feet in the distance “rear

a

hvdrant § 86 to # 7, L778. lus 4.8 2 141,%,

Yror Aytrant § 7 to Wood Utrect, a lVistanc. of 1,099
Poet, tha loes ahovn sbove is 7.4" fect.
7SB.0 | TP = 1P9.% voint at end of rradient.? F,

Mrom Avdrent 10 to hydrant = 92 at the ond of eradient
"RA, TO Gorr~utesd the Jess ee “Collover-

Q rom hy@rent § 10 2 189 enllans ner ninute = O9O.A° cu. Ft.

Mer Becanda., vi = 7.9°° feet ner arcond., Loses 2 07.4 feat

e

per 1,909 fest of rine. “rom hytrant ¢ 19 to Vool treo. a
“riviron system ise uacd. This mecnr a lans of 4.71 fect.

(19)
11.9 - 4,1 = 147,! feet elov tion of erntient at. corner o7
“oot ahd Meir otrects. In toine FOO fost fram “aed Streat +0
hvdrant %, tne loss is 12.7 foot. 147.8 = 17.7 = 12%." fe t.
point on ~edient et hycrant © 9,

GSeRVICN.

Purity of “ater “urnished.
The water for all rurnoscs except fire isa tuken fro-

BMrine’s. hese anriiuts ava located on eB woote3 hillsicd::
and there ars wit Sey gourrern oP contamination, vithin the

ROO foot routings, which are reanire? to be recortel by the

rv

Fate Coardt oP Nonulth., These sources of contavrinetion ara
snovwno on the men of tes eveten, plete - 1.0 This chovs IP
Privy voults within that Vistence, none of them pein Loar
than O7F Leet Sror any sprine.

"e@e will hero rive nrarts of the lo relative to rater
worre sa) gsewerneo aveters., Aet 08, Public Acts 191%,

an fet rovitines for the suvervision and control dy
tie Btuteo Boart af Poslthn aver water vormis avetotes ond sevsce,
QVienocr] aveters, endl rroviling for the enoointrent, duties,
Sylory cntoexvenses of ge State ecnitary onsine r, end vorevi'e
Ine neanlties cevl VeeLintesr lijabtlities Cor vtoletione of thia
acte

“action 4 Tt a@nell oe thre @AQuty of tne movor of een

Ye

City, the poreettent o% esceh villare ond of all privete corncre
eficns, vartnerchire or individuels nov or berecfter ope atine

vor’s svstome in thie state, to file rith the Stata <orr)

«4
-?
oN

. a4
"S$

of Nealth a true end correct copy of the mlans uni specifics-
tions of the ontire evsatem orned or operatcad by euch cornoratic:

‘

(790)
Dartnerciin or individual, ineludine buch Piltretion ar other
purification ylent na nay he aneratea ber them in connection
tneresith, an’ aleo plans and specificsaticns of all alterstiones,
atdfitions, or improvomentre to gue) syotems which ray be rade
from time to time. “he nlans anda anecifications horain recarrat
to shall, in sdlition to all other thingd, shor all the sources
through or fro: which the -ater is or may be at any tine purne?
or othorvise nev itted or caused to enter into such Bysteors.
“1¢ch phans end snecifications shall bo certified by the mayor
and city enrineer of city corporetions, by th nresident and
encinoer, if one is ernloyed, for villazs corporationr, and
py such prover offtoer and the ensineer errloyrd py @ private
cormorntion for vrivate eceror tions, tnd by somes inl4viduel
member cf gooartqeedhin, aor py tie individual owner Io cro
Of Ater works on net end one ente yy Tartnernhinse or intlivide
Yals, dnelulins, toa onerixce= emmloyel, if any.

In eecordinee with section 3, nart of which is riven sbeve,
The State Bonrl of Fenlth have adontél] certain rules 2n rove
Ylationsccovering the nreceretion snd subriesion 07 nlans of

Pablic water purpvltes, parification werrvs, and extensions an?

alterntioars o7 the rene.

Mne of theee miles icte- “The location of all streas,
Ol’ Lets of nevcra anl other norsible smirces of conta ination
Pithio Foriles of the tater works intele must bo shown “ith
reference to the icts ss or eource of supmly." This refers
to larte cities or tion eities tavine wator Crom Laken or
rivera, (no whfer aemlied to the village of Newavro, hut.

UNON invectiertion we found it vans not printed on the list of

(71)
miler, due to en oversisht, was to the eff ct that all nos.ible
sources of contsrinution loeste’ within »° 6900 Poot radius of
the ecurce of water cunnly cust be rorved nlainly an? sccuratel-
wpen a ciraviny to be PTilel wit’ the Stato Boart «PP coslty.

“oo. 7.06 springs tre voter is carried to two concrete
reservoira throicth © inch vinos. One of these resorvoirs is
squar::, haa a crnacity of 8,000 eallons and in fed by threo
aprines. “ne other is circular, °4 feot in “Viaretar, hase a
69,090 relloen canacity, and is fed bv F sprinza in the bottom
and at the sites. *° & inch sviral riveted nipe connects tho
pump with the envrinwa on’? tho: uter is manned directly into
the reine ant sster torver on the hill.

hie vater ie col? sround wator of the beat quality, ad
B80 Tem tiere have bean no vater borns diseuses contr:.ctel Cron
tie nea of water ainn]ied by the syete.
GurIti ity.

So the yvrerent wste trece anprines have furnigihed on
ervle munrly of weter for all common neeis of the town, ane
ell indicatiena are thet arnch larrer quantity could oe
roenred fro- the sune source.

ft this voint we ahsall nut tha commitations for plottins

hourly coneurntien curve, also mive data hounly as Pror ‘ert.

Th ma Gavo de, Taff. in Mlev. Gallons Intervel
BQsnn Vor, 14,4! | 0.0' OO00.0 O houre
7290 (Ayv0rox) rat 2608 7,8B5.H 1 8
Oe) rn" 10.4! 7,0? Z,FBE.S 1] "
qed " az o.1° m7AZ.2 86 "
19:99 " 6.0! 2.1° 3743.8 I "
Tine

11:99
7300

W304)

1:09 Aw’.

200

fannro~)

Lienieht.

A

t

18,/°F!
14,4!

17!

Mifft.

in “lev.

€) 1°
an

1.75!

O24!

“)

008
1,97!

Nee!

em 9
€ @ 4:

Gallone
Z VAR, O

° ° aN
Z 9 LOD eo

yO AF
+; ™ KN
ty: QT oi

1,989.7

—~ f* T2
my RSE Pa

hy Tt 7

1,63R.%

Interval.

1 hour.

1 tf

» "

ene
ew eae a
Td kha : ‘Saf 4 ; BLT LM

go:z. 00;/  W;2/ 00;)/ at 206 088 oot Cor aos ool COt& got 0et/ | aot? way! cia! w6 00:8 00k

ile LM as 2d aed

EE Ae) iio)

“\
N
YY
S
&
%

I

’
AN
h |

2

a
»

 
the number o7 cv2llona wae form? by rultirlvins the
ditference in eleovietion by the constant of the tenk which
1s 17°°.,7),. ‘This constent was found in the following mancer:-
Diameter of tani = 17.40%! 7.4RfR wraAllons =] oie ft.
Wet x 17.45 x 7A OX 7A B= ITA LTE,

Ye will hera inaert oe table taken Crom nace °C of
"Public Vater cu only" by Purnesure and Sussell, which shows
the consumntion of water in arerican cities an! towns for

tie vour 1oOOr,

Citv Pomiulation Per cent of Consumption rer
190% Tana Vetered Inhabitant Daily
Chicaso 1,398,890 PAN real.
Philedelvohia 1,°9%,790 1 o7QO
“te. Louis ETE SSOO 7 gp UM"
Boston FAQ, IOO f 11 ="
Clevelani tAL aay BA 177 =
Buffalo BET ACO 3 moa"
Tan Krenetoca TAS SO a Qos "
Cincinns ti REE SAIN le 1300~C«*S
Jetrait PRE YIN 9 wo 6"
Pilwevren | Car 7) 29 qq"
Louisville POAT) f ey, *
“dnneanolis ON FO) AT 73° "
Providence 17F,890 RA Aas
In?tianspolis 189,180 10 Ap
Kanooes City 162,7F0 Rn 7 OM
St. Panl | 184,088 AR EB"

(24)
City Pomilation Percent af Consumption per

12090 Taps -etere1 Inhabitants daily
Rochester 18,400 4] RR wal,
Toledo 171,80 70 B mal,
Columbus LP, BBO 76 110 "
“orcester, ‘are. 118,450 Of fo”
‘all River, “asn. 104,880 97 ap"
*“emphis, Tenn. Or 759 Py 109 "®
LOWOl], lags. NA, 979 69 Fo uN
Atlenta, Ca. IQd,97) 190 REO"
Davton, Chin, A mR 70 7O *"
vashville, ‘enn. AD a7 ED 142
Camilen, N.J. 7° ,9A0 * vs *
Yonere, ele AYO Qag Jie oso
dOowton, “ass. Ty EOD AA ras
Vadison, <is. 19,104 97 “6”
“AAtMeboraiwn, ‘ass. Ry oer AD vey UM
“OeMVOrMN, Case. hye RG a8 Ae 8
PeLrosa, urs. 1° ,98F ”, lip 6h”

“rom the above dita we can see that the use of water
In Noraye7o, 19 wallons oer cevita ver day, is not excessive
For a town thet de whellvy un-etered., In ecese the tow) ies
reterel it ja certoin that the snrings can furnis® water,
even for a larte extension of the rysten.

"ire Protoction.

In c:ce of fire the water tower is shut off ani the

rater is mamned diroctly into the mains, pactly from the sprin”:

and partly from Urcsoe'sa Cree’. In thin way, poluted water rimit
meat into tne nines, but as the cree’ is ved orinclpoally by
cprints snd very Little tater would remsin in the nin os,
tiere is not likely to be eny trouble from this source,

The fire protection is not the best. As has beon
shown tuiere shovl! ne et lenct * Cire streams availablo at
one time, snl sasumine 99 rallon streama, this vould mean
2 sunnrly of Snr rallons ner vitnute. As the firs ~ury is
rated at and teste! out a maximum caracity of 50) rallone,
tiere isa a deficiency of 1°) rallons.

Nevway7o hes 1° fire hydrante, which if placed rirhtlv
woul’? be sufficient. ‘ney are ©.F" tvo way hydrants, many
of which are nlecel on only 4" mains. “These muins would net
ye Lares enouch for the concentration o* the reauired three
atrecme.

Tere hey peen tro Lerme fires in the tovn since tho
orerent avetor oos inetalle?l. In the month o°* tiovemmer, 19114,
the stoe’s roor and electricat shon of tne Neovaymro rortlanic
Cecent Comnuny irned to the ersvind at a losa of (4°,790.
‘Hare were two hydrants rithin easy reach, both at the lowasnt
point in the avate. where static heal from elevation uf the
toc’ slone wis about ©8 pounds. “ith Piro rurn worrine thiace
should heave jean: hichor nreseive. The cein here is only
4% oni fire hytrents were ac clomced with stones that no
Dressire vas uvciluble when needed.

Arnin in the leat veo of April, 1918, the rlant of the
Henry Rowe Lencficturing Compeny burned and spurts from this

rire cisinnd tra barns und a house acrosea the useemon River

-——-.

to be destroyed. Erro only one fire hydrant was in reach
en! thie too wes so Clorred with stones that no etream wus
geecured. 4 loss of “40,9009 rerulted and woul’? probahly huevo
been more if tho vind hal bean blowins toward the town.

Both of these fires were jn the same section of the
town where plenty of pressura would have been available
excent for careless construction and lack of care in cleanine
out the rine when lnid, That the system nceedg overhaulins
and improver’-nts is evitent. “hile running our prensure teste
On the fire hydrants, we discovere defects. ‘There rere two
hydrants with broken haces so that no water at all coul’d be
eecured from the nozzle and from two other hydrenta, neither
OF them neuer the vlaco where trouble was caused by stones
durins bros, rtones so lorze they cloer-d the nozzle, wore
thrown out. “he rater had to ie enut of ©, the noz:le une

a

serewad and *he stone rorove! pofora any readinm omld be
taken f 2: cuch casa,

4urin? the constriction of the water worka syatoam,
Littl: care wae ised in clesnins out the pipes. They wore
let down by means of ronpos, bell end First, and the rravel
an? stones seocne? un while sliding in to nrlacoe were not
Clerned out,

fron our Clovine proseures end jlevol notes, it is evie
Jent thet eno’. pressure will be available for ardlinary firo
Mirvores when hydrants are repaired and the stones clesned
free the oines. Chunres end improvements will be notei in
Our recovreondstions for e-tension of eervice.

“sote and Leakare,
Little can ba st about vaste and loakare an thoro are

‘2

(°7)
no metern on fhe avetenm., Tne yumoe ar not run vt a constant,
sneed anid so thero te no accurate rethod of determining the
gsmount of water ours 3. Ags in other unmetor:1) towns there is
much water used unnecessarily. 18 the line is practicall” new
there should be no leaks and so we will c:y that the rather
hirh consumption ia couse? by careless ubare,
WITANCHS «
“irst Cost and !ethoi of Payment.

ihe water vor*s syseem is ransrved by the weter rorks
cormi'tee which in cor.posed of one half of the members cf the
Villers council. * vater vorks entinecr is clected to oversoe
the aveater and. to min the pumos at all times.

ho bond issue, 8a hiss Deen etatod, waa for °17,90,
thie to b- reid in inetelinents of £1,990 ner yoor -roised
by taxation unen the espesesbple property of the villuvte.
Role dn civen a cannlete etoterent es filed by Jonn “uv en
an. Gomoeny, of Chiceco, buvor of the water vorks bonds of
ANTM TO ¢

Jonn ‘iuveen & Co.
Tarnicto:nl] Bonts.
WEreat Untionel tonk Bldm.
Curry as
“g own ant otter, avbiect te orior eile,
TAN OF pe TY VTCGHTGAd,
- 17,900
Tevayoo, UAchigan
“ater Vorks 6a.

Neteod cert, 7, 791%. ‘aturine eas snown oolov.

(7a)
Princinal and semieannuasli interest (Verch 1-t on4 September lat )
payable at the cunkins Houne of John “Nuvoen & COe, Chicaro.
Denorinution °1,090,
“inancial Statement.

"stivated true value of property ew-----<2----- $750,090
Pesosecd valuation for taxation (191°) --exe--- £493,310
Totel bonte? Aacbt, this issue only --- £17,000
hess water debt -------------------~-- 217,990,

Tat bonted debt \-------------e88- Nothing.

Ponulation, 1,°07 (1910)

These pont are dTsened by Newayao for a weter works
ByYeten en: are a direct oblivation to the entire town.

Nu AVG La Locate? in Novaya County, in the restern
Dart. of the State, 29 miles north of Crand Ranids. It is on
the Pere "ardquette silroad snd the Puskegson “iver, which
arford explo trarsnartation aunt shinrineg facilities. vne
Musireroyn River furnished excellent water nover anid th: Grand
Revids = Tuateron Vowor Comrprnny which lelivers power to Gren
Radi Ja, turvercn, and vicinity, has a power site with a dovele
onerment of 13,999 U.P., loeste? a fev miler essat of Nevayco.

The girrourtine enintry is rood farmine and fruit reine
int land, nencics, amolor, wroein, vemetables and berrtes beinc
hae nrineiyreal crover crown ther.

“eae Parnieh the orinion at John H. Hill, “sq., of Chicco,
enprovins levtality cf the issue.

VMAVURTTIES AM) PRICIS,
“2,009 due Sept. 1, 1914; 101.51
“2,000 due Sept. 1, LOLF3; 102,92

(29)
"1,990 Ane Sert. 1, 1914; 109,97

“1,900 due Sent. 1, 1917 10%.°7

we

“1,000 ane cept. 1, 101%

e646

104.0
£1,000 Ane Vente 1, 19193 104,93
“1,900 due “enh. 1, 19803 10,39
&1,900 due Sent. 1, 1971; 105,94
61,990 Ane Cept. 1, 19%05; 105,48

*1,°. 0 ave sept. 1, 199%; 196.99

°1,9909 duo Sopt. 1, 19°43; 107.48

“2,909 due Sent. 1, 19PF3 107.9)

we

“2,900 Arie Sant. 1, 19°53; 199,79
PPT,ON0 Are Sent. 1, 197s LON,’
“1,900 ‘ne Sent. LT, LORENZ 1LNALOE
P1,900 ane Sent. 1, 19°93; 199.8%
(1,090 ane cept. 1, 19%7; 110.9%
Aeomei interest to be etdel, Avorara maturity 10 yoars.
Yieldiny 4,50 %,

s Aceentable as Searity for U.S. Postal savings denosits.

The totel net cose of the present system over ran the
band jae clase ta “8,900, beins £18,749.57, tho items
whic’ avor ren vrerezs= the laying of the matna whteh wore
underestimeted pv ebout £1,900, and the water “heel and
novaer house “$ceh were unt restimated about - £9) each.
eynette and Rradetiald of Grend Revita rate the ortminal
survey ~1T? east ostinste, an? the inetallment was rede bv
the Hydoauliec “neine rine Corpany of Grant Renita. come
money vill nrohbs>ly vet be reelized fro the old plant,
waten cf -ourse rionld be credited to the new.

(70) _.
“ator Rates,

The pater routes ner fonth Par the Village of “Newryro
ares- A “lat “ate of 69047 Yar anneatic mairnoses, with “I sVOr
additional for yath ond “ayer aliitional for Lawn hydrant
for svrintlins nurnones.

RECON N US ST TONS MOR UEMTENSIOW AND TUPROVE cits,
HOUrGEe.

Tne nresent syringes and reservoirs will furnish the
evtra v.ter needicel in the nronosed extension, with fev chenres
and imoroveronts. In facet ve can assume thet no chanres in
tie nrevent source vill be necessary.

Pumpine.

Mor all ertinsry murnocea the sorvice pumn nov in uce
Wild SCalfill the adie? reanirements due to exrtonsion.,. lt has
aorite dT ein atity at 144, ,°09 eellens ner dave “Eth 279 now tone
benefitting Te. mere poomle, evch using 130 wallona rer 4 iv,
tie tatel eonsimstoo rw would be shout 104,990 eallona. OF
ecoures Jt world be vell to have a larver mun for emerroncias
but it ds not et cll lively that the torn vould erree to such
Instellation. A better plen to bo ::s61 woul? be to install
meters. Tais has beon Ione in a number of cities and always
hus the effect of cuttins down the water consumotion matore
Zunlly. In mny ces n this reduction has peen one helf or mora,
“atc this con?tition tie presert pum would bo larre enousrh.

rire Protection.

wt orevcent the fire vrotection is not adequate. “irst
wa voul!l sugrrt st ti: * all Ayirents be pat in 0d workings
orver, “hd es wd Ll reen nav hvarants " 9, and #14, Tt will

(71)
mean, if safety Le to be sewcred,. that all hydrants be taken
up en? the stoner rerovet from the pasos. ‘hoeee astones in
the nive hove cuused trouble in both serious fires since the
syeterm waco ineted1e%,

che prevent Pire pump with 500 gallon capacity will vu7n
weter ae fast xe 4 inch mains will oconorically carry it and
80 “e@ will not prorose a lersrer one, althnoursh it ia not
really csp: ble of sunnlvin= the three streara theoretically
needed in a town of this aize,

"xtension of )ains.

“8 pronose to eliminate the dead end on “tato 2924
which caused mach trouble and wag the main point of diacussion
in the recent 49,950 fire. This line is in one cf tie rost
important partes of the villare and se mich water is usel, ve
deem it necessary that it be extonde? so 18 to form a sride
aron avatem. Our propose. extension, 1s shorn on the rap,
Will cross DCroovs Crect in two pleces. At cne of theso no
trestle will be needed «2 there is about 1f feet of earth
over a conerete eren. The other point can be spannel by a
woolcn trestle avout 40 feat lone. The pipo will have to be
ercees? to proyent Prenzine in wintor.

This line vill require about 4,790 foet of 4" nine,
“cut off valves, and © fire hydrants. “rom this extension
about 7O resivdeancer can be supplied with water and addog
protection wtiven to rany on the present system.

Thie syetem is practicable Bince the highest. voint is
1f§S.9 feet, which means « @2ifference in elevation from the

nvorare head of water in the tower of ©0O feet, which would

om

=Oy
. f
Tive au static th ad of SF. Thie ire more than at sevoral
points on the existin’ system. At the same time it will be on
nh wridtiron svater whore fire protection is douole that of a
sinele pipe with ©» dead ent,

“e believe tnat the casiest and cheapest. methor to do
away with warm wator in the tank is to Nave the feed nine
entering at the top and the supply vipe to tha distributing
syetem leading from the bottom of the tank. In this arranse-
ment a nore complete circulation of the water will be accomne
lished. a

Cost 'astimate of Proposed icxteneion.

neo becis for tre following estimates we used "Gillettes

Coet Duta". celow is wriven a table from Gillette a-toWi ne. an

‘

iterized cost of a 4" unter pipe line, °,246 feet lon® and
7.4% feet dexp5-
Coat of Labor.

Labor, trenchin? ee-e-e=. “0,070 ver foot.

Vorses, trenching ««-e8« eNO1 * ft

Lapor, bell holeg «esea8u« eOl®

Labor, laying pipe <-#e- ©9010 "* “

YAQINOYD --w--eee een wwwee eOOrk * "
Pouring lead en-ase5sasna e004 =” ”
Callrerg ----ecesennweence eoor * "
Labor, bac’fillint e«ne8 O11 =* "
Norecsa, onacl’filline -e«8. 004 =" "

Matrioution of material=- .QOF " "

“Orerman <-<--<- o-<-2— own .017 "
Time'veeper ------- meme oo02 8A ¢
"Jacellanenua -2-e----<22 004 per foot.

 

TOtA] ann -ewennewwenne 19,1F8 per foot.

Cost of "“atorialea.

Pipe, ©,2°0 feet, 30 tons © £44,490 --880.481 per foot.

Specials, 1,482 “© SaPF ¢ aaememwcamen .OF] "8
Valve, 9 & $9,490 eenennenmmwnmnnennnn 031) * "
Hydrants, fF & 2PR,60 aawacenemmnmnwcee ,OFD " "
Lead, 9,010 i 0 F.S f mwen wenn mee eenene 6 ORR HOM
Yarn, 10F #4 ' B.4 vo enwweenmenwmewneee = ,00D 8% "
TOOLS, caer een e nnn mmm wm mmeewewewennenn OLE OM "
'PecellenQOUr -ocecmweewemwmmwnenenee= 008 =" "

 

Yroe the above we mare the followings estimate for our
proposed extension:

‘

Pipe, ASEQY) feoet. fc AGS ~ won a ce? > OD ow GED O00 One fF 0790.00

s
Specials, © F f per foot se--eeree Pee D0
Valves, Top OS) ee rm ww mewn ear)
Uvdrants, § © P22. 60 aaeammeeemnwnn REO
Lead, © 2.4 ;) per foot -eeeeenerne 19".00
Yarn, © 0.f # por foot aac-eenecene 9200
'decellaneous, ‘© 0.4% ; per foot -=- ©7 00

Labor, “ 16.5 * per foot ee---e--22 702.00
BO .00

Trestle § SFO.0) aanmwn---emeen-e=

Om, 308,00

atal cen = om Om GD am ad oP GD OP o@ om a OD OD o® ow ot 68 oe ee

(74)
COACLOUST GUNS,

The mridiron eyetem is best for a public water supply
nan?’ 4{f pipers are laid pronverly the most efficient results
can be obtained. The vest. practice is to encircle a city
with a larre vipe tren sunrly the different parts by feeders,
lending fror the main nine. This is not. possible in “ewayso
because of tho toposraphy, part of the town being in a
valley and the rest on separate hills. Because of thts there
are single pipes which result. in four dead ends, there bein
now no chance to close on another vipe.

The ordinary city should have the large mains arranced
geo that smaller cross pipes can be fed from both ends. In
this principle lier tne biz advantare of a szridiron syste,
since the cross main is equivalent to two piper and can fure-
nish double the number of fire streems with the same lora of
heed, or the sar.c number of Tire stress with one fourth the
loce ne when fed fror one ent only.

Another advantsare af the circulating eystem ie tneat.
any pert of tne avetem rey be cut out for repairs an) the
reet of toe eitv need not be affected. Yead ends are also
objectionable on eccount of stagnation which existe in the
Pines ant the detertoration of water whicn is lirely to enceue.
The pdipes will rust and so-called iron “tubercles” will form
on the inside. Also ovinm to stagnation tho water may ecmulre
a distinct chalybeate turte and appear unsirshtly from flakes
of iron rust. “esd ends should be flushed quite frequently

to be rept in the beet of condition. Cnoe dead end would be
elivinated in our pronvosed extension.

(Fj

 

 
“worm our investim tion we can conclude that Jevayrzo
nha: not a first class -ater system. er could one re“ sonably
exnect to find Buch in © omall villare. ‘here is plenty of rood
water procurable uni it is honred that in tire more people will
pe hnenefited by the asyrtem. “e feel aeasured that conditions
can ve materially boettored ata roderate cost and it seoens
that. the probablo savinzs in Tire damaresa alone would warrant
puch impvrovemont.

This invesatiration is not as thorourh nor the results
sO reliable ur the best of practice would require for final
reeults. Neverethe-less, the stutements rade ant conclusions
Aravn vore written only after cureful study of conditions rs
ve found ther. It is hoved that the vointa direcursed will be

of intecreat at levst ant porsnibiy of sone value to reailers

Of thtea trosis.

(73)
Index to Blueprints ani Drawings.

Level noten fallow parq -a----ecccenn--n- Hf,
Populretion curve 7911lowsB DATA aaewanencee 1%,
Hourly consumption curve follows pare --= 3,
“an of town, eshowine layout of present

und Droponed svrtems, Plate / 1 in pocket.
Drawings showinrs profiles and hydraulic
sredionts, Plate * © , in pocket.

Drowine showin’ lavout of purp house,

Plate § #, in pocket.
 
 

 

 

 

 

 

 

 
 
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