- 8 -
4
"
the unit footprint
Co
n
c
rete
Pad
must extend
18" outside
45.00
°
2 1/2"
Min.
18" outside the unit footprin
t
Co
n
c
re
te
P
ad
m
u
s
t
e
x
te
nd
8
"
4
"
Top View
R
eb
a
r
F
inished
G
rad
e
R
e
b
a
r
C
O
NCRE
T
E
S
L
AB
DE
T
A
IL
F
OR
TRA
F
F
IC
L
OAD
IN
G
(INTERIOR OR EXTERIOR)
Elevation View
(Co
n
n
ecti
n
g
p
ip
e
a
nd
fi
tti
n
g
s
b
y
othe
rs)
For
un
it
d
e
tails se
e
s
p
eci
fica
ti
on
s
he
e
t
for
s
e
lec
te
d un
it
S
IDE
V
IEW
DE
T
A
IL
(INTERIOR OR EXTERIOR)
EXCAVATI
O
N
AND
BACKFILL
DETA
IL
DI
M
ENSI
O
N
S
72”
Ma
xi
mu
m
heigh
t
Native soil
Co
n
cr
e
te
sla
b
C
ru
shed agg
regate
m
ateri
al appr
o
xima
tel
y
3/4"
size
roc
k, pea g
rave
l
o
r s
an
d
6
” M
in. ba
se cr
ushe
d
agg
regate mate
ri
al
app
ro
x. 3/4" s
ize
ro
ck
,
pea g
rave
l o
r
sa
n
d
95 pr
o
ct
o
r.
unit (by others)
Clean
ou
t to
gr
a
d
e
Flow
on outlet pipe of each
tee (414155BC)
2-Way cleanou
t
tee (414155BC)
2-Way cleanou
t
mechnical joint
c
oupling
(b
y
o
the
rs)
S
ta
nda
rd
4”
mechnical joints
c
oupling
(b
y
ot
h
ers
)
S
ta
nda
rd 4”
o
n
inle
t pip
e
o
f
each
Cl
e
a
n ou
t to g
ra
d
e
u
n
it
(
b
y
ot
h
e
rs
)
Flow
72”
M
a
xim
u
m
hei
ght
50”
26”
22”
14
29”
79”
32”
39.5”
59”
43”
Ris
e
rs
to
g
rad
e
M
A
T
L
:
P
E
D
ESCRIP
TIO
N
:
D
W
G
B
Y
:
L
.S
.
DWG
NU
M
BER
: XL75BGT
4075A04
4075A04
T
407
5
A04
M
4075A04
M
T
En
d
u
ra X
L
g
reas
e
inte
rc
e
ptors
a
re
ra
te
d
a
nd
s
u
p
p
lie
d
wi
th
an
in
terna
l
flow
c
o
n
tr
ol
sy
s
te
m
alre
a
d
y
i
n
pla
c
e
.
They do not require an external flow control system or air intake vent unless specified by local code requirements
o
r
being
op
e
ra
te
d
a
s
a PDI
G-101
install
a
tion.
Endur
a
XL
g
re
a
s
e
in
te
rcep
to
rs
ar
e
only
t
o
be
i
n
s
talled
in
t
he
manner and for the application shown. Consult local codes for separate trapping requirements, cleanout locations
and additional installation instructions. Full instructional information supplied with every interceptor.
NOTES
:
PROPR
IE
T
ARY
AND
CONFIDENTI
A
L
-
©
Canplas
2
0
1
7
C
a
npl
a
s
Indu
strie
s
Ltd
.
500
V
e
te
ran
s D
ri
ve, Box 1800
Ba
rr
ie
, O
nt
ari
o
,
Canada L4M 4V3
CAN: 1-800-461-1771 USA: 1-888-461-5307
D
ATE
: JAN 2020
R
E
V:
1
.3
Endura brand produc
ts
manufac
tu
red b
y
Can
p
las
In
d
us
tr
ies
Ltd
.
En
du
ra® X
L -
E
XT
ERIOR
BE
LOW GRADE INS
TAL
LA
TION IN
STRU
CTION
S
B
EL
OW
GRA
DE
IN
ST
AL
LA
TION INSTRU
CTION
S
1.
EX
CA
VA
TIO
N
1.
1
1.
2
W
idth
and
le
ngth
o
f e
xc
ava
tion shall be minimum 12
” g
re
at
er th
an
th
e
ta
nk di
m
en
sio
ns
o
n
al
l side
s.
1.
3
Dept
h
of
e
xc
av
ati
on
sha
ll
be
at least 6
” deeper than tank bot
to
m
.
1.
4
IM
PO
RT
AN
T:
Ma
ximu
m
burial depth 6
ft (72”) measu
red f
ro
m
the
air ba
la
nc
e ch
an
ne
l (
Endu
ra
XL
Logo)
1.
5
Set
the t
an
k
on
w
ell
-p
ac
ked c
rushed agg
reg
at
e
m
at
erial
app
ro
xi
m
at
el
y 3/4
” si
ze
roc
k, pe
a g
ra
ve
l o
r
sa
nd
. W
he
n
setting
End
ur
a®
XL units
th
ey
m
ust
be
le
ve
l l
at
er
al
ly
a
nd
lo
ngit
udin
al
ly.
1.
6
an
cho
ring
m
ay
ho
w
ev
er
be
ne
cessa
ry as de
ter
m
in
ed
by
th
e
speci
fying engi
nee
r. T
ie
-d
ow
n
lo
ca
tio
ns
ar
e
in
co
rpo
ra
ted
to
the
tank
and
can be used in
conjun
ction wit
h
co
at
ed
stain
less
st
ee
l c
ab
le
a
nd
a
n
appli
cable
anch
or
met
hod based on s
ubsoi
l. S
pecific
requi
re
m
en
ts
to
be
de
ter
m
in
ed
b
y speci
fy
in
g
en
gi
nee
r.
2.
B
AC
KFILLING
&
FINI
SH
ED
C
ONCRETE S
LAB
(TRA
FFIC
L
OA
D
R
ATE
D)
AA
SH
TO
304 –
H2
0 (1
6,
000l
bs)
and
app
ro
ved
to C
SA
B48
1.0
Cla
ss
‘S
’ -20˚F
to +100˚F
(-29˚C
to +38˚
C)
2.
1
Pr
ep
ar
ati
on
of
su
b g
ra
de per lo
cal j
urisdi
ctio
na
l r
ec
om
mend
atio
ns
.
2.
2
St
abi
liz
e
and
co
m
pa
ct
sub
g
rade
to 95% p
ro
ct
or per E
xc
av
ati
on
in
form
ati
on
ab
ov
e.
2.
3
.
2.
4
ade
le
ve
l.
2.
5
2.
6
Pl
ac
e
minim
um
6”
agg
reg
at
e base bene
at
h po
ur
ed
st
ru
ct
ur
al
sl
ab
. A
gg
reg
at
e sh
ou
ld
be
3/
4”
si
ze
ro
ck
or
pea
sh
ingl
e.
2.
7
re
fer
to
lo
ca
l speci
fy
ing
engineer
re
commend
ations and/
or
lo
ca
l c
ode
req
ui
re
m
en
ts
. N
ot
e:
C
on
cr
et
e sl
ab
dime
nsio
ns s
ho
wn
a
re
fo
r i
llust
ra
tion purposes onl
y.
2.
8
Co
nc
re
te
to
be
28
d
ay
com
pr
essi
ve st
rengt
h
to 4000 PSI.
Rein
fo
rc
em
en
t wit
h
No
.4
rebar (1/2”)
g
rade
6
0
st
ee
l per
A
ST
M
A6
15:
con
ne
ct
ed with tie wi
re
. Rebar
to
be
2½
” f
ro
m
edge
of
co
nc
re
te
. Reb
ar
spaci
ng
12
” gri
d.
4”
spacing
a
ro
un
d
acc
ess ope
ni
ng
s.
3.
PIPING
CONN
EC
TION
S
3.
1
Al
l E
ndu
ra
®
XL
G
rease
In
te
rc
ep
tors a
re
ma
nu
fa
ct
ur
ed with
no
h
ub
co
nne
ction
s.
Th
readed
con
ne
ctio
ns
a
re
3.
2
Lo
call
y app
ro
ved
mec
hani
cal joi
nt (MJ)
couplings a
re used
to
co
nn
ec
t t
he
in
let
a
nd
o
ut
let pipi
ng
to
th
e
3.
3
Ma
ke
sys
tem
pipi
ng
con
ne
ctions usi
ng
lo
cally app
ro
ved
M
J c
ouplings
in
sta
lling
to
m
an
uf
ac
tu
re
r’s
bel
ow
the
wa
ter
le
ve
l.
DO N
OT
PRE
SSURE
TEST –
R
isk of serious Inju
ry or De
ath
.
3.
4
DO
N
OT
dec
rease pipe diame
ter ac
ross the unit (i.
e. 4 inc
h in
le
t,
3
in
ch
o
utlet).
If
the pipi
ng
sy
st
em
in
st
all
ed in
com
pli
an
ce
w
ith
lo
cal
cod
e.
4
EX
TE
N
SION
RI
SE
RS
(O
ptional
)
4.
1
En
du
ra
®
XL
E
xt
ensi
on
Risers p
ro
vide
a
m
axim
um
o
f 3
5”
e
xt
en
sio
n per rise
r.
B
ased
on
m
axim
um
in
st
all
ati
on
depth
up
to
a
m
aximum of 72
” depth of buri
al
ca
n
ac
hie
ved
(see
1.
4
ab
ov
e),
addi
ng
Ex
te
nsio
n
Risers
(or
pa
rt
the
reo
f) d
uring inst
al
la
tio
n.
R
isers
ar
e
cu
t t
o
lengt
h
on
si
te
to
su
it inst
al
la
tio
n.
4.
2
4.
3
4.
4
m
ec
ha
nism.
C
ut
a
nd
e
xt
en
d a length of 1½
” D
WV pipe per inst
ru
cti
ons supp
lie
d.
4.
5
cle
anly
b
y h
and or
mec
hani
cal means using guide rings
m
ol
ded
in
to
th
e
riser
to
gi
ve clea
n st
raig
ht
cu
t.
4.
6
Fit
riser
se
al
p
ro
vided
ov
er the
cut edge
o
f the riser
and
lo
ca
te
fra
me (s
upplied)
o
ver the se
al
m
ak
in
g
su
re
it is
fu
lly se
at
ed
. S
ec
ur
e
w
ith lag sc
re
w
s p
ro
vided
using the p
re
-dril
led
lo
ca
tio
ns in
fr
am
e.
4.
7
Repe
at p
ro
cess
fo
r additi
ona
l riser if/as
requi
re
d.
4.
8
DWV
and
se
cu
re t
he s
upp
or
t t
o the
fr
am
e
wit
h the sc
re
w
p
ro
vide
d.
So
lv
en
t w
el
d
a
1½
” v
en
t t
ee
on
to
p
of
th
e
pipe
to
a
ct
as
a
h
an
dl
e.
4.
9
