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CTDR
TUBE
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12€'c. '$/"2c./ '7 ;
Di'lLL S-;:?:TE UNIVERSITY
College of l\!'chitc."'Cture airl Plann,ing
Departn:cnt of Landscape Archi t2cture
Professc~' Dem Young
SITE
Three
l\W\T~YSIS
blS ic
L
2.
3..
Problerr·s
---.-
types of landscape problems.
Land itself ... (its natul'~l condition3 and nlLJ ce·.:.. . .:.~l.sJ •
Strllctures nm1 buildings within th2 .1.cm:i t:rdC'f.' conniuc:;.'utioa
(that hav-a b<;en or can l:i:? pui: C~1 the Lmd) ~
The people that inhabit the strl!ctures.
of
L~nd
Typical annual patterns for various sect:tons of the ccuntl'Y.
1.
2.
3.
4.
A.
East ... ht:mid climate
t'lest ~ dry climate
North". cold
Sou'th ... t'J'8rm
TempeL'at.!.re = Affects b,~Hl plants wn~1 1?'2opie s. Beth need
special treatment if tempe~ature goes beyond the comfortable
range (above or h<;.lm1)
0
1 •. Minimum tempe-.t.:'stm--e establishes tha northern Ixmrulal'Y for
plants.
2. As tempcrahn."e range reacheS lcrt:~Jr e:{t1.l~m~s choice of
plants is smallero
3. Transition Drea "" from cold t'lin-tcl.'s to milder tlintm's
a.
bo
c.
Bu
Average minimum temp~ratures "-' 5° to 1C J
mlere brondIeuf evc!'rrrC012S '1ill gra;'l.
Detro i t are a is en th~ vc.i!1"Y e:ciz;e.
Px>eeil?it~tion '"
tp",,~ gro~ling
ot..rt
abo'J~ Zel'O;.
Plants need evenly dJ.s'trilxl'ted I ' ,'dn7all through~
season (can be suppleli:~n..ted by artifinial
watezoingJ.
1..
'1'hl-e~
a.
zones (general)
Ilumi:l - Eastern half of U.So - averagQ 25" annually and up.
(1) Cola llL:mid
(2) HRrffi humid
-
· Si.te 1\n31ysiD
: Page 2
J
2.
b.
Arid to semi-arId .... Western half of UoS. "" less than
25" ann~ally.
(1) Warm d:ey
(2) Cold d:..~y
Co
Humid to semi~m'id ~ Dividin2; strip through c~ntc:r of
country from Niu;1esota nnd !\'cr'i;h Dako'!::a sO'lth to Texas.
Highest precipi.tation in country P;:ctfie NvvT" '-' BuJ.k of
rainfall is during Ninter (non~D'a)]inz SG8S0n bec8use of
cold)
Generally cla$sified TI~:n,u:";'2r di~Y" 11
0
3.
C.,
\'leste1:'~'l
half of
(~oD.ntry tD(?
~gity' <> Heasu:re of moist·~..ll'e in etmosph'?J.'e
of liv~bility for pla!.1tG ar..J. peop!.eo
10
2.
Do
In the entire
twtive p1ants
or.ly unless \'later is stl:pplemented cy artifi.ci31 t·nlcering.
is al:3<;) a measure
Related to precipitution - \;'lh'!!n hU;l>icilt:, 1~.:!ac:b2s 100% it rains.
Related to te:l<peratl:c"e - L1uly !2tuddity :In S~m Fl'ancis:.::o atil
Net'} York is j1.:J.st about the saac. Ne~l Yo:.. k is 1!!nco;~lfortable
(temperature is 10 i:o lSi) higher).
Sunshine.". Essential to gro'Vling plant mate·rials and 0zHcntial
to
1.
2.
gewal
p'2rsona;i com:iort of people (a psychologicDl elzment)o
Heavy'£og and desert glC1re a!'c extrem2S ~'Jhi en mClke us
nppreciate tenrperann'e and mocier2te light ..:'oniitiol:eo
In regions of heavy dull weat}1...er ~ d0sign lan::'l!::a::apes t&lhich
lighten and liveu ..
:3.
E.
Region.s of dry am.'l. glaring climntes l>:e use m::my tL'!.ws and
struct'1.lrol shude eleO:l;';?n-ts to temp2r und lij.ff::we the light.
Frost ... Determines quality .m.:! qunnt:i:ty of vc-'!!-,;etation in a region ..
(Frost free periods are grrn,',ing seasons for plants,,)
1.
Fall color ~ dry fall - stffishiny oarm dcys - temperature
cold nights - sugar production in leafo
CLINATIC REGIONS (In terms of landscap:':! development)
1.
2.
Humid Nor~~
Q
(f~\lp)
Definite summer and "}inter seasons ..
Hu.-uid Southeast ... "Old South" home of the gardenia,) magnolia ~
sub'tropi.cal palmso
aim
Site An3Lysio
Page 3
3..
Semi ...orid
'~o_J!'~d
NOl'tl1wes't .. Prairie~ s-:.'eiJt plain. Jr:cuntain
and deserto
a.
h.
c..
te..
V:lriable and. 'l.ln9redi(.!atble w::?i3ther ..
Generally de~ndent on ar-cifici,al irrigation.
Least developed in terms of LandsQ3pe devclopn.:-ent..
Arid to Semi=arid
deserts..
a.
b.
c.
•
-
Sc,t,tth~v~
c.
Te~:;'2S
Northern portlo..:r both r;.;etter end ~ol(~Q:;~.
Southern port:lo,1
can v.~m., tropica3. plcmt material.
Broadleaf evel'g-~"'een zone fi,>C:1 nm,"ch to sO~2th ..
Coo
Lccal vari.~tions exist withhl thas8 p!'im,)ry
pard. to difference in a _
1.
2.
3.
Latitude
Altitude?
Proximity to
Inland Site
au....
_
1.
2.
\':est 'co the C<:;lifo!'llia
larg~
:<,~g:i.ons.
These
corrE-S-
bodies of water
'"
Hilltop Site
may be too col::! and ;llil1dy lor comfort in
winter unless protected hy windb;':-l?aks.
Valley Sites - lwve less silL' ci!'~ul& tion - fog and cold air
settles in p~'<Jlleys ~ frost: 'Y,:QU:;::S it:! bCJttorr; Lm:1s first
Ravine ... eold air settles in l'8vines ~;:d flmw ~:lc·~m'ill11"
Soub'l Slog~s ." aI'e t;/ar&:.':er in wintul~ .2m~ ll;.,'!~~thlg costs will
be less. Are usually more pleasant in Sl.:::,::;',icr if tb.~re is
an llpslope draft~
North Slol')es - are a.ai!lp~ but may be Lr.nr~ desh~{]ble in hot
dry clim(3tes providing tb:.:: north tlliru:l is !lot objectionable.
v
3.
4.
5.
6.
Desirable p~evailing s~~r bra~2es (Soz. ~ S~W.) • in so~e
arC?DG 'they m':ly come from the sam;~ directions DS tl".ie undesirable (HoW o) t·Jinds.
~oastal
1.
Site
Shore Si.tes '"' facing SGWO receive more
~..;in'ter
sun but hClve
more g18re.
2.
Tall buIldings ani tl'ees Ji!ay cut off vi!' £10';'] but the
influcm:?9 tlill s'i::ill be fElt.
moi~tul'('
Si te Arul:.ysis
Page It
3.
4..
5.
Cooling night,.. time }:,r.'~ezes flcw d(J';~mhill in ravines.
Cooling afternoon drnEt of ilir :flmls inlan.rl on open slopes.
Hilltop Sites - have magnifi_cent viG~-JS but t:iI'Q ~mbject to
6.
7.
t>laterfront Si-ce-s - s!lbject to shollo~; pc!C!.ia-tion fog.
Gentle a-l'.r flo;vs a no. cdc1ie3 felt ::);1 cpen SiOp~~3
Sites ~hield~d from -~hC! occnn in u m<:;1':l.n2 <~lJ.j'iTte, if facing
eGlG t, hove a desi::.:ablc morning exposE:r'2 01:'-;::, if facing
north, are more damp and ccoler.
Best locot Lon is g~}n~r<:llly half-way ~p slo~::a ..
deep ocean fogs.
B..
9.
0
II.
ho
Slopes
10
Flat
Ground up to
,
2% slope.
Easi.€.'st to develop.
Problem in m:wing ~'l2ter ccross it.. (~10i:'t: c.bso:,.-'p·t ion due
to deep~r 50ilsa)
Little inter'-!st iu~1 varit?ty. (Interest :r'e~uil"es mor~
imaginr:rt jon. )
Deeper soils are
~sual1y
found hereo
Generally more inte!'Gsting ,-. provides grec;:: possibilities
in use of ground f::,l'nlS ani. stru·:.:tu~('al forms.
Drainage is eaGier to h<lndl~ ..
Water must bl.? ha~~alei to avoid erosiouo
3.
!lilly
Slope~
Difficult to
8% to IG% slope ..
dev~loVn
Cos"tly to tIe1lf:lop_
Soils are thin .,. som~times rocky cont'Utionso
Can provir.le the moat drc:~;;~tic and cxci t lug ti!.('2velopment
Re~:uire sU"llCr..u:'31 Ot' 3z·chitectm. . al solution::.o
Bo
Pr~'I';e:lence
1.
0
of earth or rock forms
Rock Forms
Rough and cltl.:T..Jlar
Difficul t to c!lansn na't'...q'al !'o~k Ot~tcX'oppin~8
Have gardens aud hO'l..1ses built ~rol!.nd th~a.
~:md led.g~s.
:, i te l'.n;,lys is
Page S
2.
Earthf'orms
Easier to remove or niter
No mo!,~
pleasing :coL'm~ in nature than flc:<Jing cur\'~d planes
of motm'ely t'J1?stnered rollir.g hil1~
Chief casualty of Jr.ost hillside J.evelopniGuts.
0
III.
\{ '?~etation "" Landscaping processes tend. to co!)ccntrats>
ii~'-:"t:O'O'SOon eri plantil1g.
1"
Native
Plant
fo:.~meJcion
tDO
much
which exis C:3 ar::d is c:d<:l)Yi:ed -to flouri.sh
inlts climatic region ;.:'elated to both soil ::;nd ;.;limtrte,.
L
!!z.ri.nt~·tur.<.1~
'" Field crop.:>, fruIt c:;.~ops, liv;~!";i:Qck., and mixed
farming produce Q typir.'&l r'tll'ol lan:1scar·e td, 'i.~h cay In£lw~nce
a landscape developmcmt '(;ithin Its ~~ulJirOl,:"e;'lt~
1.
2.
3•
tc
Introduced to proo'C.:ce cer'i:ain :fun~t:lon;J1. P110:-]JJ.',llS as:
grounci' cov~r, tvindLreaks i - scr'eening, s!-:e ~;e, -:Zr ag;ronce,
'cncll>sure
Introct!ced to prOOtiC\:?' v iuuul 1?h:>;J~.m:~e ~
Complete the bal:m<:sd
ha:r>moniol1s lc:r:~tscane
fQr comfort and ~eucc of ~i~.
ana.
W(:"
need
Creative
._w
. .Use_
1.
Uae of native mEterial e;!presses native ).zmdcf:8p<! in a
. poetic 'i9'ay "" "Aspens of Coloz'sdo!> u ':St:'ga:r't·~aples in Vermont, 7t
. j~1agnolias in GeO!2- ia . IT
2" In' the South\vest, ':ib,ere nn'tj'.ve vcgetac'i.or! in in dull grays
. andbrcr"ms, use strong clear g!'<?cnG of p1.3n-i:t:; :h'effi mo!'~
hWn:Ld areas. This rsr..de:~~ -the cli!:mte n~CJ:'Q livabl~ und
htoings t'ielcome r~lief and contrnst.
If.
3.
In prniries plant: trees"
In forests clear open spaces - plant
5.
In daserts plant trees and grass •
grC:1SS.
. GOOn P-Efi:RE'UC'E nOffi$ FOR PLANT M.,\TERIli.Y...S
'.-..-
100
,
Wyman, Dunald ... Shrubs and Vines for
...
-
A!T.~·t"'ican
t<:yman. Donald ... Trees {or-~ic3o G::n.:~,'Q'i1s
Gc:rdens
,~
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Suitability GrouD:
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Cpt 1m.:11 l\g:r.icul tut'al PI':!rlucd.\!'i.ty Yield 'J'Yl?l.'!S ~ .
rr.::ment!
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For r!fl~~ LC'vc.>l l·I:'3na t.,-,.
FoJ' "B r' :'('vel
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\
Exclusive Non·Med,anical Surface Skimmer
Automatically Removes Floating Materjal
From Stilling and SeU:ing Basin Areas.
~Ad;ustable
Aluminum Effluent
Weir insures even flow
distribution through
settling basin.
Air Relief Valve
Filter-Silence r
with Weather Hood
Aluminum air diffuser
drop pipe with air
regulating valve.
Air header is
epoxy-coated,
inside and out.
Easily Removable
Stainless Steel Basket
For Screening
Incoming Sewage
,J,,>
~~ ),,
;
~;(:
\, ~
i
'~7-'
L p o r t Angle with
Anchor Bolt Holes
Cylindrical aeration chamber
induces complete mixing for
more efficient sewage treatment.
~,'
J,.I,
9
Lift;n
I'
I'}·
,'"' 'I"~
:
1(-",."
\.. . .
;','
",
'f
.,
"
~
j
cham~::
Cylindrical aeration
provides high velocity
spiral flow for efficient
suspension of activated sludge.
Stilling Chamber
Inlet Pipe
Concrete Support ----~
Pier (By Others)
r
Epoxy Coated Interior
and Exterior For Superior
Corrosion-Resistant Protection
elUSIVE AUTOMA TIC SURFACE SI(IMMING*
non-mechanical surface skimmer, standard
I factory-built models, provides automatic reI of floating material from ~he surface of the
basin by a non-mechanical system - exwith Smith & loveless. The system reduces
tenance by removing floating particles (such
se, garboge and denitrified sludge) from
basin.
The circulating liquid in the aeration tank (at left),
flowing past the strategically located eductors, sets
up a "return flow" which skims the surface of the
settling basin compartments by drawing the surface
liquid through the skimming troughs to the aeration
tank. This ff::ature reduces operator time and
maintenance expense.
AVAILABLE ONLY FROM SMITH & lOVELESS
*
PArENTS PENIJING
,I
/ ......
A~~A~4~
®
~YI.JNDRICAL
"O)(16£ST:'-
~ew from Smith & Loveless. A compfete, factory-built cylinkical "Oxigest" designed for 2,000 to 10,000 gallons-per-day
.~wage treatment requirements. Extended aeration type sewIge treatment assures odor-free, nuisance-free operation.
1ew cylindrical concept induces highly turbulent mixing acion and lends itself to a more efficient spiral flow pattern.
Hopper type settling tank provides automatic displacement of
~ttled sludge to aeration tank.
Positive downward flow
nrough bottom slot returns sludge can tinuously without
~echanical aids. Nothing to clog or break down. No sludge
luild up to "short circuit" the treatment process.
•
•
•
•
Requires minimum land for plant site
Completely factory built, factory tested
Can be installed and started up in less than a day
Odor-free, nuisance-free aerobic treatment
~on-clog air supply system with aluminum air diffusers disnarges air against water flow. High shear action at discharge
nint causes air dispersion to accelerate the transfer of oxygen.
lir distribution is simple, fully adjust<:>.ble. Blowers are factory
.nstalled and bolted directly to the air header for ease of
~aintenance.
.;omplete line of accessories includes a comminutor, fibreglas
;~otor-blower housing, chlorination equipment, flow measuring
~eir box and sludge storage.
d for a minimum of maintenance attention, the new
gest" is available in nine models with capacities for serv20 to 100 people per day. Ideal for small subdivisions,
~ome courts, motels, shopping centers, apartments,
hospitals, schools and factories not served by municisewerage facilities.
Mike Microbe represents the little
microscopic, living organisms in domestic sewage. He is a "blob" with
a personality, created to help explain the biological process that
occurs in treatment pl~nts such as
'the "Oxigest."
The process is best described as an
"Extended Aeration" or "Aerobic
Digestion" treatment system. It provides simple, dependable treatment
for domestic sewage by introducing
an abundant supply of air into the
sewage to supply oxygen for the
living organisms, and to keep sewage solids in suspension for a sufficient period of time to permit
digestion to take place.·
Mike Microbe and the other living
organisms live off the organic matter and consume it. They are stimulated to activity by the abundant
oxygen and thrive on the rich food
source of high-energy organic
wastes.
Actually, the treatment plant provides an ideal environment or "living condition" for the organisms.
They multiply rapidly, as needed, to
digest the organic matter.
The turbulence in the aeration tank
aids the digestion process by rapidly
mixing the fresh sewage solids with
the activated sludge, by breaking
up the sewage solids and by bringing the contents of the aeration tonk
in contact with the atmosphere
where additional oxygen may be
dissolved.
Thus the aerobic bacteria or microbes reduce the organic matter
and waste to a stable form-odorand nuisance-free.
Sanitary engineers often refer to
the process as a long-period aeration syster.l or a "complete mixinq,
extended-aero lion, activated "51 udgt'
process. "
,
'
:',
~ ~.
from FACTO RY ...
I
i
Quality-controlled from design board to jcbsite,
the new cylindrical "Oxigesl" is factory built cmd
can be delivered by a special Smith & Lovekss
truck direct to the job site for instollatiol1 in less
than a day. Parallel installations, either obovc
ground or below grade level, offer an economical
means of keeping pace with growing sewage treatment needs.
~"
...........
;_
.
For plant requirements up to 350 persons, Smith 8,
loveless offers the rccfangular factory. built "Oxigest." The field-erected "Oxigest" with cnpacitics
up to 10,000 persons is designed to meet even
larger requirements .
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manuals on sewoge lift stations and sewage treatment equipment.
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tv. MissOuri)
f\,llanufactured by Srnith & L(JvolDSS Or its Liconsoes at
Oakville, Ontario. OSAka, ,Japan. n",nbighshire, England
Brussels, Bergium • Helsinki,
Flnlt~nd
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Puts an and to
septic tank
nuisance .•• raises
h standards in
has been field-proven in
of installations and has won
approval from health offi,builders, and homeowners. It uses
e purification process as large
centra 1 sewage treatment
with equally effective results.
has been inspected and
by F.H.A. and V.A .• and is
for their insured home loans. In
, Jet Aeration plants have been
the U.S. Army Corps of Engineers,
Navy, the U.S. Post Office
ent, and m"any other government
where high performance sp~c­
s are strictly adhered to.
TESTS DEFINITELY PROVE
ION MAKES THE SEPTIC
OBSOLETE. COMPI'RE THE
NG RESULTS BASED ON THE
IMPORTANT MEASURES OF
SEWABE TREATMENT:
be low
Diss,oIv"dOxygen) ... should be high
pendcdSolids) ... should be low
Count (a measure of bacteria kill)
... shou ld be low
ItllOJIOgI.Ca,
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Oxygen Demand) ••• should
JET
AERATION
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10-40 ppm
9-60 ppm
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". Usually less
than 50,000/100 ml
above iigures for Jet Aeration are
of typical single family installaing garbage grinders and automatic
machines.
ge grinders and automatic washing
are never recommended for use with
tank.
THE JET A ERA
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PlAfJT FO tl
II/O/VIDUAl H[}t:.,1ES IS COJ77lJ,tJfi:IJ.B If
TO A [jUri/Ie/PAL SE!/YAGE TRfAT;,lEtJT
PLAtJr - I fJ B nTH OPEflATIOfll
AIVD fFFECTIVEfrJESS!
Jet Aeration employs a bio-chemical action in which bacteria, using the oxygen in solution, break down and oxidize
housenold sewage. Its patented design incorporates tbree
separate compmtments, each performing a sPecific function
in the total purification process.
The PR TillARY TREA T:\1ENT compartment receives the
household sewage and holds it long enough to allow the
solid matter to settle to the sludge layer at the tank's bottom. Here ana~robic bacterial action continuously breaks
down the sewage solids, both phySically and bio-chemically,
pre-treating and conditioning them fo: passage into the
second or A ERA TION chamber.
In the AERATION chamber the finely divided, pre-treated
sewage from the PR I MARY TREAT:'vlENT compartment is
mixed with activated sludge and aerated. The JET AERA TOR
circulates and mixes the entire content while injPcting
ample air to meet the oxygen demand of the aerobic digestion process.
e
The fin alp has e of the operation takes place in the
SETTLING/CLARIFYING compartment where there is no
circulation to interfere with the settling or clarifying action.
In this chamber any rer.lainillg suspended material is settled
out and, by means of the tank's sloping end wall, is return
ed to the - AERt\TIO~ chamber ior further treatmpnt. The
odorless, clarified liquid remaining at the top flows into
the final discharge line.
NR~ OS 1" P!f:r:A5, [JO Dt::nr:! j ~r PJ~["'J.f~ T~Gn PtP~r~1rS EVErJ C~ST
,ESS ll~A[J OlO·~I~SnH}~',JED SEPT~C TrSJ~lS OR C[SSPCfulS!
The Jet A era tor's fractional
horsepower motor is automatically cycled to run only a part of
each day. When running, power
consumption is the same as a
125-watt light bulb. This means
that operating: costs will range
from $1 to $1. 90 per month, depending upon local power rates.
The most noticeable benefit of
the Jet Aeration platH is that it
eliminates embarrassing, offensive sewage odors.
Jet Aeration's water-tight, selfcontained plant treats sewage in
the same manner as a central
sewage plant. The highly treated
effluent is normally colorless,
odorless, and meets standards
of larger plants. Where clay soil,
rock, shale, or high water tables
exist, many homes simply cannot
be built without Jet Aeration.
Gross pollution of ditches and
streams is eliminated by Jet
and, of course, this protection
is extended to ground water supplies. This latter point is especially important to homeowners
with water well:; on their
properties.
.
Ill,
With Jet Aeration, automatic
laundries, dish washers, and garbage grinders present no pro blems. Septic tanks cannot offer
this benefit.
Frequent pumping of the tank, as
required with septic tatll{s, is
eliminated. Under normal circumstances the tank will never need
pumping. Solids are partially decomposed in the Primary Treatment chamber, and then passed
to the Aeration chamber for final
treatment.
Normally, the hi ghly treated Jet
Aeration effluent eliminates the
need for leaching fields or sub-surface filters. In many areas,
Jet Aeration effluent is discharged directly to a storm sewer,
flowing stream, or any welldefined line of drainage.
Because of Jet Aeration's high
degree of sew age treatment,
most health authorities either
greatly reduce the requirements
for sub-surface filters and leach·
ing devices (commonly used with
septic tanks) or eliminate the requirement for these altogether.
Naturally, this results in a great
savings to the home buyer, in
original cost and maintenance.
Jet Aeration's total net holding
capacity for its patented threecompartmented tank is 1200 gallons. Primary Treatment chamber
holds 475 gallons; A era t ion
chamber holds 600 gallons; and
the Settling/Clarifying chamber
holds 125 gallons.
Installation cost for a modem
Jet Aeration home plant is no
more than for the old-fashioned
septic tank -- in many instances
it is even less.
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FACTOR'V-'rr::U~!NEO
SE~VICEr""1EN
OUTC:'H=iS
Jet Aeration is sold only thru established,
careflllly selectpd, licensed distributors, who
meet the high standards of workn13nship and
service set by Jet Aeration Co, They are established IocdI businessmen v:ith an interest,
investment, and reputation in the community,
All
local servicemen receiy(' in-the-ficld
by Jet ;\eratil>n bctory cngincers,
Sevnal iimcs each year J {'( :\eratioll holds
a" Facrory Training Scl1ool" at the Ckl'Cland, Ohio, factory; attencldllcc at OIlC or more
of tbc schools is rcgllircd of distributors.
training
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EFFLUENT QUALITY
CONTINueo
INSPECTION I G=~VICE
GUARANTEE
The Jet Aeration plant is guaranteed to produce an effluent with an average S-day BOD
concentration of 40 ppm or less, based on an
influent of normal domestic sewage having
an assumed S-day BOD concentration of 200
to 225 ppm.
After the first 2 years, all Jet Aeration distri butors offer the j nspection/ service policy
described above, for a nominal charge.
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Provides a higftly l!fficie!Jt,
practical, and economical method
of sewage disposal.
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Large quantitie~ of air are drawn into
the snorkel tube, abo"e the unit, travel to the red housing and down the
hollow propeller shaft (0 the aspirator tubes (located at the propellers)
where the .. ir is expelled. The prupellers reduce the air bubbles in size
and direct them to the tank f1 oar
where they reverse direction and
travel to the surface in a wide, spiral
pattern. The propellers further serve
to mix thoroughly the entire aeralion
chamber cant en! s and break duwn all
remaining soHd material as it is
drawn into the propeller stream.
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AUTOMATIC CONTROLS
ill,'
Controls for the Jet Aeratien unit
include a factory-set time clock for
automatically
cycling the un it's
operation and a fustat plate with a
warning light. If there sheuld be a
current overlo<:d, the fusta! will burn
out, open th(: circuit and protect the
Jet Aerator from damage.
A pild
light, located on the fustat plate,
will glow red when the fustat ha3
burned out indicating that service
is needed.
NO OWNER rl'AINTEt~tU~CE
Absolutely no maintenance is required by the homeowner, aside fro,n
changing a fuse if ever necessar)'.
Any other service on the unit will be
done by the local, factory-trained Jet
Aeration Distributor, whose name and
phone number are clearly displayed
on the special nameplate attached to
the time clock.
Every
unit
is
factory
tested
REPAlk
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Even the finest mechanical equipment will some day require repair.
and over a decade of experience has
shown the frequency of repair for the
Jet Aerator to be the low('st in the
industry.
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MODERN SEWfiGE TREATMENT PLANTS BEN::FIT BOTH THE HOMEOWNER AND THE COMMUNITY BY HElPWG TO PREVENT POLLUTiON.
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The Jet Aeration Company believes that the best way (If handling domestic sewage
is to collect it in sanitary sewer lines and transport th{· sewage to modern, properly
operated, central sewage plants. Where central s~wage plants are not yet available,
we believe that today)s health standards, as well as the spirit of pollution control,
call for the most efficient alternative. No num ber of outhouses, cesspools, or
septic tanks can effectively serve today's needs. We must conclude, that in unsewered areas, only the most efficient individual home sewage treatment plant is
worthy of consideration.
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This rq)ort is thp- resu 1t of a stuuy rn ade by the
National AC8derny of Sci "ncc;s -- N <itionell E~esemch
Council for the U.S. Public HC3lth Sc'rvice. It wz,s
the pur"osc of thi:.. study to develop criteria for
evaluating and tcc'ting inuiviuu,,i household aerobic
sewage treatmen t ~;y stems. The J ct Aerc,tion plant
meets or exceeds all crikria recommended in Repo::t
No. 58G.
For example, the report recommends a
minimum <'wratiOl' cornpartr.lcnt capacity of 4GO gallons. Jet Aeration exceeds this by 50;~. In the Jet
Aeration Ull1k the aeratiO:l con:pnrtml'nl alone lws a
600-gal1on capacity and t:1(; total net holding cap<iCity of the tan!; is over 1200 gallons.
,
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TITLE
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TITLE"
New l/omel'
Modernization of
Existing Homes
(l~I\'
Licen,sed Distributors 2re authorized to sell, install and service Jet Aeration Sewage Disposal Plan Is,
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Litho In U.S.A.
Ir1r:G Jet