The Seattle post-intelligencer. [volume] (Seattle, Wash. Terr. [Wash.]) 1888-1914, 1891-08-09

enzaecesca vita tire water mains The fact
Tat EAs grades Of sse sewers tsr Seattle are
very sseep rs11ers TIA ase Of tssss s1sa tanks
81 Ere2ssr izpoStaEcs THAR Il th@y were -o-s
esss-s1g sssws- ~se-e tAs-s % q s1sssssrs
voiE-as Of wzser Eowiug. they tad 20 eazss
sfSsn1s1z o: TIE so1s1s Contained y ssz6-s
vhsFs this - rot TIE case.
NJ Williams strongly recommends YER
teal soil pipes 10 tue roofs Of houses IS
setter than street m1aholes-
he proposes IS the velocity II most
pisces vii be very great. that the inside
lover portion of TIE sewer Re butt Of
tricks made in down draft kiln, burnt 20
viiriiscsion and salt glazed; these bricks
beng made Z sll essential respects IS
nsFd and smooth IS tse bsz. quality Of
sever Dlpe. without some such p-ecsz-
Ilon TIE masonry Of the inyerts os the
sewers EiA not De likely 10 las. long IN the
Eost o. places
a very important psr: OF the plan. as !.
aea-s With immediate necessities, 10 rs fol-
lows:
Tie Es:a o7s-saH tza1ss for sas Lake Tnlos
ssSeS19s 6ss;Fse. . being Constructed eztors any
Sos<sS- o. fos savers propes. 80 szGt 10 S1es-
tfo1s o IA eo-Esn-s rsss-1we 70 o5tansBg ten
vo-sYy relief xlil ariss Il fats e8@. BIT n
ESEzrsE o. Sss=s psrEs os ins sFxtea Ssla -
ne@@ss 4o1g Ds.e-s tie sn.l assslst eaa &c pFo-
sFsea las i particularly i5s case wish iAs
EE'srEe5i3Ts 5gstrsef A eo-sfSzrsS.s rars OF
Us 1pysI FsO-7aoa Gt tA3s district re-th snd
soSt1 o fss.a' hvs1Es a bes1g bEist up. AID
'Ass Y ss@'e1 PSsiio1 rasi vszs ss-srs So so0s
ss p2s.ibls
T-< paAa o. sessvizz tie intermediate dis
sFsrss AZ Dssa-s 1~scrsb@1. soasss.s 81 =sn sew
eis fossoEsaE lac os3sssssosss q tl.s g-eaa1
so7E1s--s toward l&xs Washington. enss.y
cosxssg1g iat0 ere ms.a. tAs sewage s<szx
discharges 70 'hs bay shTosgs an Interesting
ts1ses aiooy Fs.f.iew street
5ao9Is 81 paris .: tAss district have 70 IA.
!oE sewers Eou! tnss ts1asl coald h= sasl1. O.
E1tll TIE 1ziz sewer 20 LAKE. ~ssaiEztca eaasa
u 51ls;. y GasgAi prove Q ssEi51s zrzE hscx- -
however. vii nct e asesss&-Y 20 ID tasa Tas
upper EssgtS0a 81 sae ss.s- CsH Re suils al
Temporary ogtlsis s=e1rsa3 = lie r.Ein. Iss1sax
20 LAKE wksGtsxtoa- some years ~sN vgoesssy
expire before tAs asozas % sewage 5ezng ess-
eosEEsd lao sa1s Tsvsas vi. beoS1s q mrca
co1s=e Es1ce. and xEsz tas tine does eozs sat
1DsGrg As4s=s EAsrstr0ra, seSe-s car I've sxtsGdsd
AT Sc sz17s- 0asit 70 t1s EzG1 5s.s. ~ xb.Ea
psos1t E1otasr ts7Po-e-y cute. csa - E&ts %
serve anti. t1s gTgwsh OF TIE ctr soathw1r1
anc ne dsTs.0pasa. OF tas m9l a&.s rezsoa
demands TIE eoaxtracf5sz os fEs Esia sz.-fE.i
sewer across Ehs sane 70 Ells0s; 6sy.
TIE por-io2 Of tie systez srsS pat In zsy bs
el2li strictly n harmony WIZ tie genera pIaEs.
se;ast 10 po-tssn q tAs we-K Gss3 - thrown
svEy
Ar. Williams then proceeds 70 review
the COST He computes the average depth
a. feet. and after explaining hOw the de-
tssls are made Up, summaries 2s fo.loss:
i43sg ii3ssi fs.s 81 sssea Ysps az 81 . sls. 80
s.. ss9 lussi tsSi of I14aEn plps. a. g. 81 s-sa3
g .ss3 Inca lee. OF f2-inea sp@ AZ 34G3- 4495
u 20 Inca lee. CE l5Eoek pspz azs2 z&Ha
1910 ias4s Zee; Of Is-1nsh pie. a. y 81 y7ss5
90 meal ises OF Zo-iuc1 ptse .. 3 49, 40
u 40 sIBesi fset % Esx5S9acz ryscx. q.
SIS -. -. = - y7.s7s
t4ss - - I7Iso
100 i.asAl fee: Of Zsxs2-!nca BRICK q;
xsl8 ........ Ss7as
~ Ez1kofez com pete. q. 20 -----.----.- 2-il9
~ FISH tsaks Con- pssis. a. g.ss -..----- zssfp
- catch oxsias coz pGs:e. a. sS5 $1,000. $50
$780, s5S4n29