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TentativePerspectiveDrawing - JICA13. Project Cost Estimate O&M Cost : (Cost: million VND/Month)...
10
Structure of Treatment Unit • Equalization tank, final separation tank, disinfection tank, sludge tank are made by reinforced concrete because of underground structure. • Floating sponge filtration tank, high rate trickling filter tank, and sludge thickener are made by steel with anti corrosion coating. 41 Reinforced Concrete Steel Quality of anti-corrosion coating Quality control is difficult due to on-site anti-corrosion coating in small working space. Quality is relatively good because coating is conducted in the factory. Construction quality High watertightness is required because backwash is required. High construction management is required for pipe embedding and assemble of parts in a small inside tank space. Main parts are checked in the factory before assembled at on-site. If necessary, water tightness is checked in the factory. Because the product quality is checked in the factory, high construction quality is secured. Replacement Under height restriction due to heritage area, it is difficult to replace parts and equipment from reinforced concrete tank without damage. Whole units including tanks and parts are replaced. It is easy to replace units. Evaluation On-site construction in a small space is difficult to manage the construction quality. High treatment quality is expected because main parts are checked in the factory. Also, replacement is easy. Steel is recommended. 42 43 7. Construction of Sewage Treatment Plant (STP) Tentative Perspective Drawing 44 Approach road:700 m 2 Affected Household : Not expected Compensation is necessary as a lease fee 7. Construction of Sewage Treatment Plant (STP) Required Land Lease for STP Construction ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書 A7-53
Transcript of TentativePerspectiveDrawing - JICA13. Project Cost Estimate O&M Cost : (Cost: million VND/Month)...
Str
uct
ure
of
Tre
atm
ent
Un
it
•E
qual
izat
ion
tank
, fin
al s
epar
atio
n ta
nk,
disi
nfec
tion
tank
, slu
dge
tank
are
mad
e by
re
info
rced
con
cret
e be
caus
e of
un
derg
roun
d st
ruct
ure.
•F
loat
ing
spon
ge fi
ltrat
ion
tank
, hig
h ra
te
tric
klin
g fil
ter
tank
, and
slu
dge
thic
kene
r ar
e m
ade
by s
teel
with
ant
i cor
rosi
on
coat
ing.
41
Re
info
rced
Co
ncr
ete
Ste
el
Qua
lity
of
ant
i-co
rro
sio
nco
atin
g
Qua
lity
cont
rol i
s d
iffic
ult
due
to o
n-si
te a
nti-c
orro
sio
n co
atin
gin
sm
all
wo
rkin
g s
pac
e.
Qua
lity
isre
lativ
ely
go
od b
eca
use
co
atin
g is
con
duct
ed in
the
fact
ory
.
Co
nst
ruct
ion
qua
lity
Hig
h w
ater
tight
ness
is
req
uire
d b
ecau
se b
ack
was
h is
re
qui
red
. Hig
hco
nstr
uct
ion
m
ana
gem
ent i
s re
quire
d fo
r p
ipe
em
bed
din
g a
nd
ass
emb
le
of p
arts
in a
sm
all
insi
de ta
nk
spac
e.
Mai
np
arts
are
che
cked
in th
e fa
cto
ry b
efo
re a
ssem
ble
dat
on
-site
. If
nec
ess
ary,
wa
ter
tigh
tnes
s is
ch
ecke
d in
the
fact
ory
. B
ecau
se th
e p
rodu
ct q
ual
ity is
che
cked
in t
he
fact
ory
, hig
h c
ons
tru
ctio
n q
ualit
y is
se
cure
d.
Re
pla
cem
ent
Un
der
heig
htre
stri
ctio
n d
ue
to
her
itage
are
a, i
t is
diff
icul
t to
re
pla
ce p
arts
an
d e
qui
pm
ent
from
rei
nfo
rced
co
ncre
te ta
nk
with
out
da
mag
e.
Wh
ole
uni
ts in
clu
din
g ta
nks
an
d p
arts
are
rep
lace
d. It
is e
asy
to
rep
lace
uni
ts.
Eva
luat
ion
On-
site
co
nst
ruct
ion
in a
sm
all
spac
eis
diff
icu
lt to
ma
nag
e th
e co
nst
ruct
ion
qu
ality
.
Hig
htr
ea
tmen
t qua
lity
is e
xpec
ted
bec
au
se m
ain
pa
rts
are
ch
ecke
d in
th
e fa
cto
ry.
Als
o, r
ep
lace
men
t is
eas
y.S
tee
l is
reco
mm
end
ed.
42
43
7. C
onst
ruct
ion
of S
ewag
e T
reat
men
t Pla
nt (
ST
P)
Tent
ativ
ePe
rspe
ctiv
eDr
awin
g
44
App
roac
h ro
ad:7
00 m
2
Aff
ecte
d H
ouse
hold
: N
ot e
xpec
ted
Com
pens
atio
n is
nec
essa
ry a
s a
leas
e fe
e
7. C
onst
ruct
ion
of S
ewag
e T
reat
men
t Pla
nt (
STP
)R
equ
ired
Lan
d L
ease
for
ST
P C
onst
ruct
ion
ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
A7-53
45
7. C
onst
ruct
ion
of S
ewag
e T
reat
men
t Pla
nt (
ST
P)N
oted
Poi
nts
Flo
odin
g:S
truc
tura
larr
ange
men
tis
mad
efo
rfl
ood
free
of
trea
tmen
tfa
cili
ties,
and
all
the
gate
san
dsh
utte
rssh
all
becl
osed
duri
ngfl
ood
topr
even
tfi
rst
floo
rfr
omin
unda
ting
.
Cle
anin
gw
orks
are
requ
ired
afte
rfl
oodi
ng.
O&
M:
Per
iodi
cali
nspe
ctio
n,cl
eani
ng,a
ndre
filli
ngof
chem
ical
set
c.ar
ere
quir
ed.
Deo
dori
zati
onfa
cili
ties
shal
lbe
oper
ated
cont
inuo
usly
.
Mea
sure
men
t:D
evic
esan
dP
/Car
ein
stal
led
for
mea
sure
men
tan
dre
cord
ofod
or,
visi
bili
ty,
and
pHin
wat
erqu
ality
anal
ysis
room
.
Ass
ista
nce
:O&
Mst
atus
wil
lbe
mon
itore
dan
dpr
oper
O&
Mac
tivi
ties
are
advi
sed
byex
pert
sfo
rsi
xm
onth
saf
ter
ST
Pco
mm
issi
onin
g46
7. C
onst
ruct
ion
of S
ewag
e T
reat
men
t Pla
nt (
ST
P)N
oted
Poi
nts
Req
uire
dA
ctiv
ities
befo
reco
mm
ence
men
tof
STP
cons
truc
tion
-A
ppro
val
ofde
taile
dde
sign
and
impl
emen
tatio
nof
the
cons
truc
tion
wor
ks-
App
rova
lof
Her
itag
eP
rese
rvat
ion
Com
mitt
eefo
rth
eco
nstr
uctio
n-
Agr
eem
ent
ofla
ndle
ase
for
acce
ssro
adfo
rST
Pan
dca
nal
reha
bilit
atio
nw
orks
-R
eser
vatio
nof
stoc
kya
rdan
dex
cess
soil
dum
ping
site
-E
xpla
natio
nof
cons
truc
tion
wor
ksto
the
affe
cted
resi
dent
s-
Safe
tym
anag
emen
tof
the
cons
truc
tion
-E
nvir
onm
enta
lmon
itori
ng
-In
stal
latio
nof
util
ities
toST
P
47
8. E
quip
men
t Sup
ply
Fou
r(4
)to
nca
nopy
truc
kis
proc
ured
and
equi
pped
atST
Pto
tran
sfer
gene
rate
dde
wat
ered
slud
geto
Kha
nhS
ondi
spos
alsi
tein
Da
Nan
g.
Insp
ectio
neq
uipm
ent
for
wat
erqu
ality
cont
rol,
P/C
,an
dpr
inte
rfo
rda
talo
ggin
gar
eeq
uipp
edas
part
ofde
vise
sof
adm
inis
trat
ion
build
ing
and
are
not
desi
gnat
edas
supp
lyeq
uipm
enti
nth
epr
ocur
emen
tpla
n.
Not
e:T
heca
nopy
truc
kw
illca
rry
outd
ewat
ered
slud
ge
once
aw
eek.
Topr
even
tfr
ompo
ssib
leod
ordi
ffus
ion
duri
ngca
rryi
ngou
tof
the
slud
ge,
freq
uent
clea
ning
and
deod
oriz
atio
nbe
fore
the
carr
ying
outa
rein
evita
ble.
48
9. C
onsu
ltin
g S
ervi
ces
(Sof
t Com
pone
nts
incl
uded
)
Det
aile
dde
sign
,te
nder
assi
stan
ce,
and
cons
truc
tion
supe
rvis
ion
are
desi
gnat
edin
the
proj
ect,
and
exec
utiv
eag
ency
wil
lha
vea
cont
ract
for
the
cons
ulti
ngse
rvic
es.
Fol
low
ing
soft
com
pone
nts
are
incl
uded
inth
eco
nsul
ting
serv
ices
.
-O
pera
tion
and
Mai
nten
ance
Gui
danc
eof
ST
P
-M
aint
enan
ceG
uida
nce
ofth
eJa
pane
seB
ridg
eC
anal
-S
ewer
age
Fin
anci
alM
anag
emen
tP
lann
ing
Ass
ista
nce.
ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
A7-54
49
III.
Im
plem
enta
tion
Str
uctu
re
50
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
1)E
/N,G
/A,D
D,T
ende
ring
Sta
ge
51
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
2)C
onst
ruct
ion
ofFa
cili
ties
and
Pro
cure
men
tof
Equ
ipm
entS
tage
52
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
3)T
rial
Ope
rati
onS
tage
ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
A7-55
53
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
4)O
&M
and
Ren
ewal
Stag
e
54
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
Issu
esto
be
tack
led
No
expe
rien
ceof
oper
atio
nan
dM
aint
enan
ce(O
&M
)of
ST
P
Ski
lled
staf
far
ere
quir
edfo
rO
&M
ofST
P
The
rear
elo
tsof
case
sin
whi
chfa
cilit
ies
cons
truc
ted
byO
DA
assi
stan
cear
eal
mos
tab
ando
ned
due
tola
ckof
prop
erm
aint
enan
cean
dre
plac
emen
t.
AF
Dpr
ojec
thas
notb
een
com
plet
edye
t.
55
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
PM
Uw
illbe
esta
blis
hed
imm
edia
tely
afte
rsi
gnin
gof
Exc
hang
eof
Not
e(E
/N)
inM
arch
,201
5
Ope
ratio
nan
dm
aint
enan
ce(O
&M
)w
orks
will
beco
ntra
cted
outt
oP
WC
.
56
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
Tim
eof
esta
blis
hmen
t,m
embe
r,Te
rms
ofR
efer
ence
(TO
R)
ofP
MU
,and
liai
son
way
with
Qua
ngN
amPr
ovin
cew
ill
beco
nfir
med
.
Pro
cedu
reof
sub-
cont
ract
ofO
&M
wor
ksto
PW
Cw
ill
beco
nfir
med
.
Num
ber
(4en
gine
ers)
and
time
(3m
onth
sbe
fore
com
plet
ion
ofco
nstr
uctio
n)of
new
empl
oym
ent
ofO
&M
staf
fby
PWC
wil
lbe
conf
irm
ed,
Con
firm
atio
n re
qui
red
ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
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57
10. I
mpl
emen
tatio
n St
ruct
ure,
Ope
ratio
n an
d M
aint
enan
ce
Exp
ecte
dO
&M
stru
ctur
ein
PW
C.
Not
e: *
: Mec
hani
cal s
taff
and
Ele
ctri
cal s
taff
sha
ll b
e re
spon
sibl
e fo
r op
erat
ion
and
mai
nten
ance
of
faci
liti
es.
Sew
erag
e Fa
cilit
y O
&M
Sub
-Sec
tion
of J
ICA
Pro
ject
Tot
al :
4st
aff
Chi
ef o
f Sew
erag
e Fa
cilit
y O
&M
Sec
tion
(1)
Sub-
sect
ion
Chi
ef (
1)
Sew
age
Tre
atm
ent
Pla
nt
Un
it (
3)
Staf
f :
-M
echa
nica
l: 1
-E
lect
rica
l: 1
-Se
wer
age
ledg
er:
1(p
lus
2 G
uard
s)
Sew
er S
yste
m U
nit
(0)
Sta
ff :
-S
ewer
mai
nten
ance
/Dre
dge:
0
Con
stru
ctio
n w
orks
tea
m, P
WC
,sh
all c
ondu
ct t
his
task
s af
ter
trai
ning
.
Sew
erag
e Fa
cilit
y O
&M
Sub
-Sec
tion
of A
FDP
roje
ct
Tot
al :
16
staf
f (ba
sed
on F
S R
epor
t)
Pu
blic
Wor
ks J
oin
t S
tock
Com
pan
y (P
WC
)
11.S
oft C
ompo
nent
s (T
echn
ical
Ass
ista
nce)
Pla
n
O&
M G
uida
nce
of S
TP
-Su
ppor
t on;
O&
M o
rgan
izat
ion
plan
, sta
ffin
g, J
ob
dem
arca
tion
of s
ewer
age
sect
or, J
ob d
escr
ipti
on p
repa
rati
on
& e
xpla
natio
n, e
tc.
Mai
nten
ance
Gui
danc
e of
Jap
anes
e B
ridg
e C
anal
-G
uida
nce
on; i
nspe
ctio
n an
d m
aint
enan
ce r
otat
ion
plan
in
the
City
, sta
ff r
ecru
itmen
t or
tem
pora
ry
empl
oym
ent/o
utso
urci
ng p
lan,
man
ual p
repa
rati
on w
ith
reco
rd f
orm
at.
Sew
erag
e F
inan
cial
Man
agem
ent P
lann
ing
Ass
ista
nce
-G
uida
nce
on; t
he im
port
ance
of
budg
etar
y ar
rang
emen
ts f
or
sew
erag
e O
&M
/rep
lace
men
t cos
ts, t
o pr
epar
e da
ily
acco
unti
ng d
ocum
ents
for
a s
ewer
age,
and
ann
ual i
ncom
e ex
pend
iture
for
mat
.58
Item
s to
be
clar
ifie
d
Whi
ch d
ept.
of H
oi A
n C
PC o
r P
WC
sha
ll r
espo
nsib
le
for
the
foll
owin
g ta
sks
?-
Pol
icy
form
atio
n-
Bud
get a
cqui
siti
on-
Pla
nnin
g of
rep
lace
men
t of
equi
pmen
t -
Pub
lic
rela
tion
/ pu
blic
edu
catio
n -
Dai
ly o
pera
tion
(
PW
C, a
nd a
ny o
ther
? )
-S
igne
r of
out
sour
cing
O&
M o
f S
TP
59
11.S
oft C
ompo
nent
s (T
echn
ical
Ass
ista
nce)
Pla
n
Item
s to
be
clar
ifie
d
Cou
nter
part
org
aniz
atio
ns f
or e
ach
Sof
t Com
pone
nt
Act
ivity
-O
&M
ofST
P(O
&M
Sec
tion,
PW
C&
Hoi
An
CPC
,an
yot
her?
)-
Mai
nten
ance
ofth
eJa
pane
seB
ridg
eC
anal
(Con
stru
ctio
nW
orks
Tea
m&
Tec
hnic
alan
dPl
anni
ngD
epar
tmen
t,P
WC
,any
othe
r?)
-S
ewer
age
Fin
anci
alM
anag
emen
t(F
inan
cial
Dep
artm
ent
orse
wer
age
O&
MS
ectio
n,P
WC
and
DO
FP,H
oiA
NC
PC
,any
othe
r?)
60
11.S
oft C
ompo
nent
s (T
echn
ical
Ass
ista
nce)
Pla
n
ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
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61
12E
nvir
onm
enta
l and
Soc
ial C
onsi
dera
tions
1) P
repa
rati
on S
tage
bef
ore
cons
truc
tion
Act
ivit
ies
to b
e co
nduc
ted
by
Vie
tnam
ese
Sid
e in
acc
orda
nce
wit
h JI
CA
Gu
idel
ine
and
Vie
tnam
ese
Law
s
Lea
sean
dco
mpe
nsat
ion
for
tem
pora
ryac
cess
and
stoc
kya
rdfo
rco
nstr
uctio
nof
STP
and
reha
bilit
atio
nof
the
Japa
nese
Bri
dge
Can
al,i
nclu
ding
cons
ensu
sbu
ildi
ng
Sup
port
for
the
bicy
cle
shop
illeg
ally
occu
pyin
gan
ddo
ing
busi
ness
onth
eJa
pane
seB
ridg
eC
anal
,in
clud
ing
stor
age
ofth
eas
set
duri
ngco
nstr
ucti
onw
orks
,m
inim
izat
ion
ofar
eaan
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ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
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15. U
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ベトナム国ホイアン市日本橋周辺水質改善計画 準備調査報告書
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