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Jones & WagenerEngineer ing & Environmental Consultants59 Bevan Road PO Box 1434 R ivonia 2128 South Africa
tel: 00 27 11 519 0200 www.jaws.co.za email : [email protected]
6007-029-20-TN057_r0_Objection Comments - Rev A
TECHNICAL NOTE
To: Matthew Hemming Date: 28 February 2020
Company: SLR Consulting From: Charl Cilliers
Copies to: Neil Brink Reviewed: See table below of contributors
EnviroServ Waste Management J&W ref: 6007-029-20-TN057_r0_Objection Comments - Rev A
File ref: 6007-029-20-TN057_r0_Objection Comments.docx
PROJECT: 6007-29: OBJECTION TO THE APPLICATION FOR WASTE MANAGEMENT LICENCE: PROPOSED EXPANSION OF THE CHLOORKOPLANDFILL SITE BY ALDINE ARMSTRONG ATTORNEYS RESPONSE BY J&W
1. BACKGROUND On 11 February 2020, Jones & Wagener (J&W) received the objection to the Northern Expansion at the Chloorkop Landfill Site by Aldine Armstrong Attorneys on behalf of the Lords View Properties Owners Association, from SLR Consulting. Attached is the comments by the J&W specialists and design engineers summarised in tabular format. The contributors to the table are summarised as follows: Specialist / Engineer: Initial: Department / Field (Position): Jabulile Msiza JM Waste Department Engineer (Director / Head of
Department) Charl Cilliers CC Waste Department Engineer (Technical Director) John Glendinning JG Environmental Science Geochemist (Director / Head of
Department) Altus Huisamen AH Environmental Science Senior Hydrogeologist and
Numerical Modeller Mike Palmer MP Hydrology Engineering (Head of Department) Malini Veeragaloo MV Hydrology Engineering (Associate) Jacqui Hex JH Environmental Management Scientist (Head of
Department) Kathy Taggart KT Environmental Management Scientist Wynand Malherbe WM
(NWU) Aquatic Specialist (North West University)
Susan Abell SA (NSS)
Terrestrial Ecologist (Natural Scientific Services)
2
6007-029-20-TN057_r0_Objection Comments.docx
Yours faithfully Charl Cilliers for Jones & Wagener LOCATION: Lat: -26.039674 (Decimal Degrees) Long: 28.170880 Attachments: - Attachment A : Signed code of conduct by Jones & Wagener Specialists. - Attachment B : Surface Water Data. - Attachment C : Sewer connection permit - Attachment D : SASS Certificate
3
6007-0
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bje
ctio
n C
om
ments
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Ple
ase
no
te the
fo
llow
ing O
bje
ctio
n1 c
lau
ses d
o n
ot
rela
te to
wo
rk c
arr
ied
ou
t b
y J
&W
an
d t
he
refo
re a
re n
ot ad
dre
ssed
in
the
ta
ble
be
low
:
1 –
16,
18
– 2
3, 2
5 –
39,
41
- 5
7, 59
– 7
3, 7
5 -
81
, 8
3 -
86
, 97
– 1
02
, 10
2.2
,102
.4 –
18
3,1
90
, 1
94
, 1
95
la
st bu
llet p
oin
t, 2
00
, 2
02
- 20
3,
20
6,
210
– 2
15
, 21
7 –
220
Bu
llet
19
, 22
0 B
ulle
t 21
– 2
35
, 237
- 25
7.1
Bu
llet
5,
257
.1 B
ulle
t 7 –
25
7.2
, 25
7.4
– 2
57
.8 B
ulle
t 2
, 2
57
.8 B
ulle
t 4
–
270
, 2
72
– 2
78
.
Sim
ilarly,
the f
ollo
win
g c
lau
se
s re
late
on
ly t
o C
ell
7 w
hic
h i
s a c
om
ple
tely
diffe
ren
t a
nd s
ep
ara
te a
pp
rova
l p
roce
ss
to t
he N
ort
he
rn E
xpa
nsio
n.
Th
ere
fore
, th
e fo
llow
ing
cla
use
s h
ave n
ot be
en
add
ressed a
s w
e b
elie
ve th
at th
ey h
ave
no m
erit be
ing
in a
n o
bje
ctio
n to th
e N
ort
he
rn E
xpa
nsio
n:
1
8, 19
, 2
0, 25
, 5
4,
61
, 6
3,
75
, 77
, 8
0, 10
2.4
, 13
0, 1
83
, 1
90
, 2
03
, 2
26
, 2
27
, 2
31
, 2
49
, 26
1, 26
3, 26
8, 2
73
Wh
ere
cla
use
s pe
rta
inin
g t
o C
ell
7 h
ave
bee
n a
dd
ressed in
the
tab
le b
elo
w,
it is
du
e t
o p
rovid
ing in
sig
ht
into
th
e N
ort
he
rn E
xpa
nsio
n a
pp
rova
l p
roce
ss.
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion 1
1
7.
It is
a
lso
a
pp
are
nt
that
a
furt
he
r ce
ll 7
ha
s
bee
n
inco
rpo
rate
d i
nto
th
e C
LS
, w
hic
h is
to
b
e de
ve
lope
d
on
th
e e
xis
ting
CL
S.
Th
is
wa
s
ap
pro
ved
in
S
epte
mb
er
20
19
w
ithou
t a
nyo
ne
’s
kno
wle
dge
. T
he
re
ha
s
bee
n
no
refe
ren
ce
to
ce
ll 7
in
an
y p
rio
r do
cum
enta
tion
or
dis
cu
ssio
ns r
ela
ting
to
th
e
CL
S o
r th
e e
xpan
sio
n, o
r a
t th
e
mon
itorin
g
mee
ting
s
CC
T
he
life
of
the
la
nd
fill
is d
ep
en
den
t on
fo
reca
ste
d t
onn
ag
es o
f w
aste
be
ing d
eliv
ere
d to
site
. A
t th
e t
ime
of
the
de
sig
n o
f C
ell
7 (
Ma
y 2
019
), t
onn
ag
es
we
re
app
roxim
ate
ly 3
0 0
00
m3 p
er
mo
nth
, re
sultin
g i
n C
ell
7 p
rovid
ing
just
un
de
r 1
4 m
on
ths o
f a
irspa
ce
. T
onn
ag
es r
ed
uce
d a
fte
r th
is d
ate
, e
xte
nd
ing
the l
ife
to
18
– 2
4
mon
ths.
1 N
ote
we h
ave n
ot
liste
d w
hic
h A
nnexure
cla
uses
/ sect
ions
we h
ave n
ot addre
ssed.
4
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ctio
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om
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
prio
r to
a
ny
ap
pro
va
l re
lating
to
ce
ll 7
. C
ell
7 w
ill
inte
gra
te
into
an
d
be
ad
jace
nt
to c
ell
4 a
nd
5.
It
is a
lso
inte
nde
d,
acco
rdin
g
to t
he
rep
ort
s, t
hat
Ce
ll 7
will
co
ve
r th
e
exis
ting
lea
cha
te
dam
a
s
we
ll a
s o
ne
o
f th
e
two
e
xis
ting
co
nta
min
ate
d s
torm
wa
ter
dam
s.
Bo
reh
ole
s w
ill n
ee
d
to b
e s
ea
led
and
re
loca
ted
as w
ell
as t
he f
lare
. It w
ill
pro
vid
e
413
00
0
m3
add
itio
na
l airspa
ce
. M
r N
eil
Brin
k,
the
com
plia
nce
man
ag
er
of
Enviro
se
rv
ad
vis
es
tha
t o
nce
de
velo
ped
(a
bou
t 5
mon
ths)
it w
ill e
xte
nd
th
e
life
of
the e
xis
ting
CL
S b
y 1
8-2
4 m
on
ths.
Ob
ject
ion 2
2
4.
(sim
ilar
Cla
use
s 74
, 8
2, 23
6)
It
is
als
o
like
ly
tha
t th
e
he
igh
t w
ill
be
exce
ed
ed
. T
he
Ce
ll 7 L
and
fill
De
sig
n
rep
ort
sta
tes:
“S
ce
na
rio
1:
Ce
ll 7
is t
he
fin
al ce
ll co
nstr
ucte
d a
t th
e
lan
dfill
site…
the m
axim
um
h
eig
ht o
f w
aste
CC
It
wa
s n
eve
r th
e i
nte
ntion
to
in
cre
ase
th
e f
ina
l he
ight
abo
ve t
he
pe
rmitte
d h
eig
ht o
f 16
57
ma
sl (
NG
L o
f 1
63
2m
+ 2
5m
).
Th
e e
leva
tion
of th
e N
GL
nea
r C
ell
7 is
159
7m
wh
ich
is 3
5m
low
er
than
th
e
refe
ren
ce
NG
L
he
igh
t th
at
the
pe
rmit
is
ba
sed
on
(16
32m
asl),
due
to t
he
la
y o
f th
e lan
d.
By a
dd
ing 5
2m
to
the
Ce
ll 7
he
igh
t (1
597 m
asl),
the
fin
al
he
igh
t is
16
50
masl, w
hic
h i
s 7
m
be
low
the
pe
rmitte
d fin
al h
eig
ht
of 1
65
7 m
asl.
5
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ctio
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om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
abo
ve
th
e
line
r is
2
4m
…
wh
ich
re
sults in
a
no
rma
l lo
ad o
f 24
0K
Pa
….
Scen
ario
2:
Th
e f
acili
ty i
s e
xte
nde
d n
ort
hw
ard
s (r
efe
r S
ectio
n
2.4
fo
r m
ore
in
form
atio
n).
T
he
full
he
igh
t o
f w
ast
e
abo
ve
th
e l
ine
r e
xten
ds t
o
52m
an
d the n
orm
al l
oad
to
520
KP
a.”
P
ara
gra
ph 2
.4 r
efe
rs to
th
is
expa
nsio
n
app
lica
tion
“En
viro
Se
rv
are
cu
rren
tly
asse
ssin
g
the
imp
act
s
of
exte
nd
ing
the
Ch
loo
rko
p
Lan
dfill
Site
tow
ard
s th
e
no
rth
in t
wo
fu
ture
ph
ase
s a
s s
ho
wn in
Fig
ure
2-4
.”
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 2
4
0
Th
e f
act th
at th
e s
ite w
ou
ld
clo
se
and
no
fu
rthe
r w
ast
e
wo
uld
b
e
acce
pte
d
by
late
st
Au
gu
st
202
1
wa
s fu
rthe
r re
info
rce
d
in
ora
l co
mm
un
ica
tion
an
d w
ritte
n
co
rre
spo
nd
en
ce
from
E
nviro
serv
, to
Lo
rd
Tru
st
De
ve
lop
ers
att
ache
d
ma
rke
d C
1 an
d C
2.
Th
is
co
mm
un
ica
tion
wa
s in
re
sp
on
se
to
dire
ct
CC
N
o a
tta
chm
en
t C
3 a
ttache
d.
6
6007-0
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ctio
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om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
que
stion
s a
nd
tra
nspa
ren
t co
mm
un
ica
tion
pu
t to
E
nviro
serv
. T
hey w
ere
fu
lly
co
gn
isan
t o
f th
e
ba
sis
o
f th
e en
qu
iry w
hic
h w
as to
b
e
ab
le
to
fully
a
pp
rise
po
tentia
l in
ve
sto
rs t
ha
t th
e
site
wo
uld
clo
se.
.Th
is w
as
als
o c
on
firm
ed
by a
n e
ma
il fr
om
Jone
s
and
W
agn
er,
E
nviro
serv
e
ng
inee
rs,
atta
che
d
ma
rked
C
3.
Mr
Bria
n G
ibso
n, t
he c
ha
irm
an
of
the
C
hlo
ork
op
Mo
nito
rin
g
Com
mitte
e
(CM
C)
an
d
Da
ve
M
ore
y,
the G
en
era
l man
ge
r in
ora
l co
mm
un
ica
tion
a
lso
co
nfirm
ed
th
is.
Wh
ilst
refe
ren
ce
is
m
ad
e
with
in
that
com
mu
nic
ation
to
th
e
he
igh
t, th
e q
ue
stio
n r
ela
ted
sp
ecific
ally
to
th
e clo
sure
o
f th
e
lan
dfill.
It
wa
s u
na
mb
igu
ou
sly
sta
ted
tha
t th
e
site
w
ou
ld
clo
se
an
d
no
t re
ceiv
e
furt
he
r w
ast
e
by
Au
gu
st
202
1.
Th
e
clo
su
re
wa
s co
mm
un
ica
ted
to
th
e C
MC
a
t its
mee
ting
s an
d
7
6007-0
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bje
ctio
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om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
reco
rde
d
in
the
m
inu
tes
fro
m 2
016
to M
ay 2
01
9, th
e
last
mee
ting
be
ing
on
e
mon
th
prio
r to
th
e
no
tifica
tion
o
f th
e
expa
nsio
n1
0.
The
prim
ary
ro
le o
f th
e C
MC
, w
hic
h is
a
co
mm
ittee
e
sta
blis
hed
b
y la
w i
n t
erm
s o
f th
e p
erm
it,
is to
mo
nito
r th
e o
pe
ration
s o
f th
e C
LS
an
d b
e a
pp
rise
d
of
all
ma
tte
rs a
ffe
cting
th
e
CL
S
and
to
be
th
e
mou
thp
iece
to
the
co
mm
un
ity,
and
pu
blic
a
t la
rge
. O
bje
ctio
n 3
5
8
Th
e
mitig
atio
n
me
asu
res
pro
po
sed
for th
e e
xpa
nsio
n
will
no
t cha
ng
e t
his
. T
he
y o
nly
app
ly t
o t
he
ba
se o
f th
e c
ells
an
d the
line
rs. T
he
asse
ssm
en
t in
the
BA
R i
s lim
ited
to
th
is.
Th
e b
ulk
of
the ce
lls,
inclu
din
g ce
ll 7
, w
ill
inte
gra
te
into
th
e
exis
ting
wa
ste
bo
dy w
hic
h
CC
It
mu
st
be
no
ted
th
at
the
fa
cili
ty p
red
ate
s t
he
pub
lica
tion
of
the
Min
imum
Re
qu
irem
en
ts2 a
nd
Na
tion
al N
orm
s &
Sta
nd
ard
s3.
De
sig
ns
for
Ce
ll 1
, 2
a
nd
3
, ho
we
ver,
d
o
me
et
the
G
:L:B
- re
qu
irem
en
ts a
nd
we
re a
pp
rove
d a
s p
art
of
the
orig
ina
l p
erm
it f
or
the f
acili
ty.
En
gin
ee
rin
g D
esig
ns w
ere
pre
sen
ted
fo
r C
ells
4,
5 a
nd
6,
ba
sed
on
Min
imum
Re
qu
irem
en
ts a
nd
cu
rre
nt
best
pra
ctice
an
d w
ere
a
pp
roved
. T
he
se lin
er
syste
ms w
ere
lo
w-p
erm
eab
ility
cla
y on
ly lin
ers
, he
nce
a
llow
ing a
ce
rta
in a
mo
un
t o
f le
aka
ge
th
rou
gh
the
lin
er
sys
tem
.
2 D
epart
ment
of W
ate
r A
ffairs &
Fore
stry
, S
econd E
diti
on, 1998. W
aste
Managem
ent S
eries. M
inim
um
Requirem
ents
for
Waste
Dis
posal b
y L
andfill.
3 R
SA
(R
epublic
of S
outh
Afr
ica)
(2013c)
National E
nvironm
enta
l Managem
ent: W
ast
e A
ct (
59/2
008):
National n
orm
s a
nd s
tandard
s for
dis
posal o
f w
ast
e to la
ndfill.
Gove
rnm
ent
Gazette 3
6784 N
o.R
. 636 o
f 23 A
ugust
2013
8
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ctio
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om
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
ha
s de
fective g
roun
d w
ate
r co
ntr
ols
re
su
ltin
g
in
incre
asin
g
wate
r po
llutio
n
tre
nd
s a
s in
dic
ate
d i
n t
he
ob
ject
ion
re
lating
to
wa
ter
po
llutio
n
be
low
. T
he
po
llutio
n i
s n
ot
dim
inis
hin
g
as
wa
s
rep
rese
nte
d
to
DW
S.
Min
imum
Req
uirem
en
ts lim
its
this
th
rou
gh
-flo
w r
ate
to a
con
sta
nt
se
ep
ag
e o
f 0
.3m
/y fo
r a
G:B
fa
cili
tie
s.
Ob
ject
ion 6
8
7
Th
ere
is s
ub
sta
ntia
l la
ck o
f in
dep
en
de
nce i
n t
he
BA
R
and
spe
cia
list re
po
rts.
JH
Jo
ne
s &
Wag
en
er
wa
s n
ot re
spon
sib
le fo
r p
repa
ring
th
e B
AR
. T
he
EA
P a
nd
the
sp
ecia
lists
are
fro
m d
iffe
ren
t in
de
pe
nde
nt c
om
pan
ies.
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
O
bje
ctio
n 6
8
8
All
the spe
cia
lists
’ re
po
rts
und
ert
aken
b
y Jo
ne
s an
d
Wa
gne
r m
ust
b
e
dis
rega
rded
. Jon
es a
nd
Wa
gne
r h
ave
b
ee
n
En
viro
serv
’s
eng
ine
ers
sin
ce
19
93
. T
he
y d
esig
ne
d
and
im
ple
me
nte
d
the
de
sig
ns
for
the
o
rig
ina
l la
ndfill
and
a
ll th
e
su
bse
qu
en
t ce
lls,
the
he
igh
t e
xte
nsio
n,
Ce
ll 7
and
fo
r th
is
exp
an
sio
n.
Th
ey
are
in
timate
ly
invo
lved
a
nd
re
spo
nsib
le
for
the
o
pe
ratio
n
an
d
eff
icacy o
f th
e la
nd
fill
site
.
JH
Jo
ne
s &
Wag
en
er
ha
s b
ee
n a
ppo
inte
d h
isto
rica
lly b
y E
nviro
Se
rv
to u
nde
rtake
se
ve
ral p
roje
cts
. D
urin
g t
he
se h
isto
rica
l p
roje
cts
and
the
cu
rren
t a
pp
oin
tmen
t Jon
es
&
Wage
ne
r ha
s
acte
d
ind
ep
en
de
ntly a
nd
p
rofe
ssio
na
lly a
s p
rescrib
ed
in
th
e re
leva
nt
pro
fessio
na
l bo
dy
cod
es
of
con
du
ct.
All
sp
ecia
lists
a
re
pro
fessio
na
lly r
eg
iste
red w
ith
eithe
r th
e S
ou
th A
fric
an
Co
un
cil
of
Na
tura
l Scie
ntific
Pro
fessio
ns
or
the
Eng
inee
ring
Co
uncil
of S
outh
A
fric
a.
The
C
ode
o
f C
on
du
ct
tha
t ha
s
bee
n
sig
ned
by
the
sp
ecia
lists
is
a
tta
che
d
for
furt
he
r in
form
atio
n.
Fu
rth
erm
ore
, sp
ecia
lists
are
re
qu
ire
d b
y l
aw
, to
de
cla
re t
he
ir ind
ep
en
de
nce
up
fro
nt on
ea
ch p
roje
ct.
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
O
bje
ctio
n 6
8
9
Th
ey
are
re
spon
sib
le
for
the
insta
llation
o
f b
ore
ho
les
and
the
bo
reh
ole
mon
itorin
g.
The
y h
ave
u
nd
ert
aken
a
ll th
e
wa
ter
qua
lity
mon
ito
rin
g
asse
ssm
en
ts
sin
ce
ince
ption
an
d p
rese
nt
the
resu
lts
to
the
m
on
ito
rin
g
co
mm
ittee
.
P
lea
se r
efe
r to
respo
nse
to C
lause 8
8 a
bo
ve.
In a
dd
itio
n,
ha
vin
g
the
his
torica
l in
sig
ht
into
an
y p
ote
ntia
l im
pa
ct
pro
vid
es J
on
es &
W
ag
en
er
with
th
e
ab
ility
to
be
tte
r un
de
rsta
nd
the
ad
ditio
na
l im
pa
cts
po
sed
by
the
de
ve
lopm
en
t in
o
rde
r to
re
com
men
d
app
rop
riate
mitig
atio
n m
easu
res
ho
listica
lly w
he
re p
ossib
le.
Ob
ject
ion 6
9
0
“In
de
pe
nd
en
ce
” in
th
e E
IA
reg
ula
tion
s
mea
ns
tha
t “s
uch
EA
P,
spe
cia
list
or
pe
rson
ha
s no
bu
sin
ess, fina
ncia
l or
oth
er
inte
rest
s in
th
e a
ctivity o
f th
e a
pp
lica
tion
or th
at th
ere
m
ust
be
no
circu
msta
nce
s
wh
ich
exis
ts
that
ma
y co
mp
rom
ise t
he
ob
jectivity
of
the
in
de
pe
nd
en
t sp
ecia
list.
”
JH
Jo
ne
s &
W
age
ne
r is
fa
mili
ar
with th
e re
qu
irem
en
ts o
f th
e E
IA
reg
ula
tion
s a
nd
all
sp
ecia
lists
sig
n a
de
cla
ratio
n o
f in
dep
end
en
ce
for
ea
ch p
roje
ct.
Ob
ject
ion 6
9
1
By
no
str
etc
h
of
the
imag
ina
tion
ca
n
JnW
b
e
reg
ard
ed
as n
ot
ha
vin
g a
n
inte
rest
in
th
e
pro
po
sed
JH
Jo
ne
s &
Wa
ge
ne
r ha
s n
o v
este
d in
tere
st
in t
he p
roje
ct
oth
er
than
the r
em
une
ration w
e r
ece
ive f
or
wo
rk c
om
ple
ted.
Reg
ard
less
of
wh
ich
sp
ecia
list
is
ap
po
inte
d,
the
y w
ou
ld
als
o
rece
ive
rem
une
ration
fo
r th
e w
ork
un
de
rta
ken.
Jon
es
& W
ag
en
er
will
be
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ctio
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CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
app
lica
tion
, o
r th
at
circu
msta
nce
s d
o n
ot
exis
t th
at
will
co
mp
rom
ise
th
eir
ob
ject
ivity.
The
y
sim
ply
ca
nn
ot
be
th
e
pa
rty
resp
on
sib
le
for
ass
essin
g
impa
cts
th
at
the
y th
em
selv
es
are
re
sp
on
sib
le fo
r.
pa
id b
y a
ny
Clie
nt/A
pp
lica
nt
rega
rdle
ss
of
the
o
utc
om
e of
the
asse
ssm
en
t.
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 6
9
2
It
is
a
ma
tte
r o
f th
e
fox
wa
tch
ing
the
hen
ho
use
.
JH
A
n in
de
pe
nd
en
t co
mpa
ny
is un
de
rta
kin
g th
e E
IA p
roce
ss
an
d
the
refo
re J
on
es &
Wag
ene
r is
no
t in
a p
ositio
n t
o p
repa
re o
r ed
it th
e r
ecom
me
nd
atio
ns
of th
e E
AP
.
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 6
9
3
Th
e
imp
art
ialit
y
of
Jn
W
wa
s a
lso
note
d in
D
WS
’s
lett
er
of
7
June
2
01
3
(An
ne
xu
re E
1)
whe
rein
it
is r
eco
rded
tha
t D
WS
doe
s “n
ot
ag
ree
w
ith
Jn
W’s
fin
din
gs
of
“lo
w
sig
nific
an
ce”.
CC
T
he D
WS
’s le
tte
r o
f 7
Ju
ne 2
013
(A
nn
exu
re D
1)
doe
s n
ot q
ue
stio
n
the
im
pa
rtia
lity o
f J&
W a
nd
is m
isq
uo
ted.
The
le
tte
r sta
tes t
hat
J&
W
con
sid
ers
th
e
gro
un
d
wa
ter
po
llutio
n
to
be
of
“lo
w
sig
nific
an
ce”
wh
ich
is in
“con
flic
t w
ith
the
NE
MA
prin
cip
als
and
the
Na
tion
al
Wate
r A
ct
sectio
n 1
9”.
i.e
. it i
s a d
isag
ree
me
nt
be
twe
en
the D
WS
an
d J
&W
on the
sig
nific
an
ce o
n the
leve
ls o
f p
ollu
tion
no
t a
n a
ccusa
tion
tha
t J&
W a
re b
ein
g b
iased
in a
ny m
ann
er
of
form
. T
he
refo
re,
we b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 6
9
4
EIA
R
egu
latio
n
12
(2)
sta
tes
that
the
Ap
plic
an
t m
ust
e
nsu
re
the
ind
ep
en
de
nce
o
f th
e
sp
ecia
list.
Acco
rdin
gly
, th
e A
pp
lican
t ca
nn
ot
ap
po
int
its
ow
n
eng
inee
r as its
sp
ecia
list.
JH
It
is n
ot
un
com
mon
fo
r d
iffe
ren
t se
rvic
es t
o b
e d
eliv
ere
d t
o t
he
sa
me
clie
nt.
Mo
re o
fte
n C
lien
ts a
ppo
int
eng
ine
ers
an
d s
pe
cia
lists
fr
om
the
sam
e c
om
pan
y i
n o
rde
r o
ffe
r a
bett
er
mo
re s
tream
lined
ho
listic
de
live
rab
le w
he
re b
oth
en
gin
ee
rin
g t
echn
ica
l a
spe
cts
an
d
en
vironm
en
tal
sen
sitiv
itie
s a
re
take
n
into
con
sid
era
tio
n
in
the
de
sig
n a
nd
app
lica
tion
.
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PE
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IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
D
ue
to
th
e s
en
sitiv
e n
atu
re o
f th
e s
urf
ace
and
gro
un
dw
ate
r st
ud
ies
the A
pp
lican
t d
id c
om
mis
sio
n a
pee
r re
vie
w o
f th
ese
rep
ort
s w
hic
h
wa
s c
om
ple
ted p
rio
r to
be
ing
pla
ced o
n p
ub
lic r
evie
w.
Su
bseq
ue
ntly
it
is
als
o
un
de
rsto
od
th
at
the
com
pla
ina
nt
als
o
co
mm
issio
ne
d ind
ep
en
de
nt
pe
er
revie
ws o
f th
e s
pe
cia
list
repo
rts
pre
pa
red
by
J&
W.
The
lis
t o
f p
rofe
ssio
na
ls i
nvo
lve
d i
n t
he p
ee
r re
vie
w is p
rovid
ed b
elo
w.
Sp
ecia
lis
t S
tud
y:
J&
W a
rra
ng
ed
pee
r re
vie
w:
LV
PO
A a
rra
ng
ed
p
ee
r re
vie
w:
Su
rface
Wa
ter
iLa
nd
a
(Bru
ce
Ra
nda
ll)
Dr
Ma
rk
Gra
ha
m
(Ph
D M
Sc B
Sc,
Pr
Sci
Na
t) F
ello
w o
f th
e W
ate
r In
stitu
te
of
SA
–
su
rfa
ce
wa
ter
an
d a
qu
atic
eco
log
y r
evie
w
Tre
vo
r P
ike
B
Sc
En
gin
ee
rin
g.
(Pr
En
g)
–
su
rfa
ce
wa
ter
revie
w
(Ob
jectio
n
An
ne
xure
F)
We
tla
nd
, S
oils
a
nd
L
an
d
Ca
pab
ility
No
t re
vie
we
d
on
ag
reem
en
t w
ith
EA
P/E
WM
Ian B
red
in M
Sc (
Pr
Sci N
at)
– w
etlan
ds
and
la
nd
cap
ab
ility
re
vie
w
(Ob
ject
ion
An
ne
xure
F)
Aq
ua
tics
No
t re
vie
we
d
on
ag
reem
en
t w
ith
EA
P/E
WM
Dr
Ma
rk
Gra
ha
m
(Ph
D M
Sc B
Sc,
Pr
Sci
Na
t) F
ello
w o
f th
e W
ate
r In
stitu
te
12
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CT
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
of
SA
–
su
rfa
ce
wa
ter
an
d a
qu
atic
eco
log
y re
vie
w
(Ob
jectio
n
An
ne
xure
F)
Ge
oh
yd
rolo
gy /
C
on
tam
ination
MvB
Con
su
ltin
g
(Ma
riu
s v
an
Bilj
on
) G
eom
ea
sure
(L
F
itsch
en
&
T
S
wa
les)
(Ob
ject
ion
An
ne
xure
E)
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 6
9
5
Th
e d
ecla
ration
of
inte
rest
sig
ned
b
y
the
a
uth
ors
o
f th
e J
n W
sp
ecia
list re
po
rts
sp
ecific
ally
sta
te “
tha
t th
is a
sse
ssm
en
t h
as
bee
n
un
de
rta
ken
b
y Jo
ne
s a
nd
Wag
ne
r”.
JH
T
he
sp
ecia
list
is d
isclo
sin
g w
ho t
he
y a
re c
urr
ently e
mp
loye
d b
y.
Ob
ject
ion 6
9
6
As
such
all
th
e J
nW
re
po
rts
can
no
t b
e r
eli
ed
up
on
.
JH
P
lea
se r
efe
r to
re
spo
nse
88
.
We
be
lieve t
ha
t th
is c
lau
se h
as
no
me
rit.
Ob
ject
ion 7
1
02
.1
Alte
rna
tive
L
ine
r S
yste
m:
Th
e d
esig
n e
ng
ine
ers
gave
co
nsid
era
tio
n
to
the
rep
lace
men
t o
f th
e
spe
cifi
ed
cla
y l
aye
rs w
ith
in
the
lin
er
syst
em
wit
h a
Ge
osy
nth
eti
c C
lay
La
ye
r
(GC
L).
GC
L h
av
e
CC
W
e r
efe
r to
Cla
use
99
of
the
ob
jection
, sp
ecific
ally
su
b-c
lau
se (
c):
“…
wh
ich
ma
y i
nclu
de a
ltern
ative
s to
th
e d
esig
n o
r la
you
t o
f th
e
activity”.
A
sse
ssin
g a
n a
ltern
ative l
ine
r com
pon
en
t is
th
ere
fore
a d
iffe
rent
mea
ns
of
mee
ting
the g
ene
ral
pu
rpo
se a
nd r
eq
uire
men
ts o
f th
e
activity.
Th
ere
fore
, w
e b
elie
ve t
ha
t th
is c
lau
se h
as
no
me
rit.
13
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ctio
n C
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ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
va
rio
us
dis
ad
van
tage
s w
hic
h le
ad th
e e
ng
ine
ers
to
recom
men
d
the
co
nve
ntio
na
l co
mpa
cte
d
cla
y
laye
rs.2
8
Th
e
co
nsid
era
tio
n o
f th
e n
atu
re
of
a s
econd
ary
lin
er
to b
e
used
w
ith
in
the
prim
ary
lin
er
doe
s n
ot con
stitu
te a
n
alte
rna
tive
de
fine
d
as
a
“diffe
ren
t m
ean
s
of
mee
ting
th
e
ge
ne
ral
pu
rpo
se
and
re
qu
irem
en
ts
of
the a
ctivity
”
O
bje
ctio
n 7
1
02
.3
Ze
ro w
aste
to la
nd
fill
is n
ot
co
nsid
ere
d
as
a
rea
son
ab
le
or
fea
sib
le
alte
rna
tive
to
th
is
pro
ject
and
wa
s no
t a
sse
ssed
.
Ye
t a M
un
icip
al
Wa
ste
to
En
erg
y
pla
nt
to
be
de
velo
ped
at
the
site
ha
s b
ee
n
pre
vio
usly
co
nsid
ere
d
a
via
ble
a
lte
rna
tive
, a
nd
st
ill
rem
ain
s
one
. A
site
wa
s e
ar-
ma
rked
a
nd
is
still
a
va
ilab
le
for
the
p
lan
t a
dja
cent
to
the
C
LS
. It
CC
Z
ero
wa
ste
is n
ot
curr
ently a
n a
ltern
ative
wh
en
co
nsid
ering
tha
t th
e lan
dfill
wa
s b
ein
g fill
ed
at 30
00
0 to
nn
es
pe
r m
on
th a
t th
e t
ime
of
the N
ort
he
rn E
xpan
sio
n d
esig
n.
Lite
ratu
re
ha
s
sho
wn
th
at
Waste
to
E
ne
rgy
pla
nts
a
re
mo
re
expe
nsiv
e
tha
n
Lan
dfill,
sp
ecific
ally
e
xte
nsio
ns
to
Lan
dfill.
In
cin
era
tors
, on
e o
f th
e W
aste
-to
-En
erg
y t
ech
no
log
ies,
ha
ve t
he
ir
ow
n e
nviro
nm
en
tal
con
cern
s a
re n
ot
ne
ce
ssa
rily
en
vironm
en
tally
b
ette
r th
an l
and
filli
ng
. T
he
re i
s a
lso a
sh t
ha
t is
cre
ate
d a
s a b
y-
pro
du
ct, w
hic
h n
eed
s to
be la
nd
fille
d.
Th
e C
ell
7 d
esig
n is
a
d
iffe
rent
an
d sep
ara
te w
aste
ap
pro
val
pro
ce
ss.
Th
e r
efe
ren
ce t
o a
n e
ne
rgy p
lan
t a
t M
od
de
rfon
tein
, is
a
refe
ren
ce
to
a c
on
ceptu
al
de
sig
n t
ha
t is
on
ly a
t p
re-c
on
cep
tua
l sta
ge
and
ha
s no
t be
en
co
nsid
ere
d o
r su
bm
itte
d for
an a
pp
lication
for
a lic
en
ce.
14
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_O
bje
ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
sh
ou
ld
ha
ve
bee
n
co
nsid
ere
d i
n t
erm
s o
f th
e
pre
rog
ative
of
the
Na
tion
al
Wa
ste
M
ana
gem
en
t S
tra
teg
y. F
urt
he
r th
e L
an
d
De
sig
n R
epo
rt f
or
Ce
ll 7
at
pag
e 4
re
fers
to a
po
ssib
le
wa
ste
to
en
erg
y
pla
nt
at
Mo
dde
rfon
tein
.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
Ob
ject
ion
12
184
Altho
ug
h
the
D
epa
rtm
en
t h
as
ap
pro
ved
m
on
ito
rin
g
on
ly
on
ce
a
yea
r it
is
sta
nd
ard
and
be
st
pra
ctic
e
to m
on
itor
twic
e a
ye
ar.
O
ff-s
ite bo
reho
les
loca
ted
in t
he
hyd
rocen
su
s a
re n
ot
be
ing
m
on
ito
red
to
d
ete
rmin
e
if
impa
cts
a
re
mo
vin
g
off
site
. T
he
ava
ilab
le
info
rma
tion
wa
s fo
un
d t
o b
e v
ery
lim
ited
.
Th
e
full
ran
ge
o
f d
ete
rmin
an
ts a
re n
ot b
ein
g
mon
ito
red
.
AH
B
i-a
nn
ua
l m
on
itorin
g
ha
s
be
en
spe
cifie
d
in
the
2
01
9
hyd
rog
eo
log
ica
l re
po
rt, an
d it
is J
one
s &
Wag
en
er’s u
nde
rsta
nd
ing
that
at
lea
st b
i-a
nn
ua
l sa
mp
ling
will
be
un
de
rtaken a
t th
e s
ite.
All
off
-site
bo
reho
les w
ith
in t
he
po
tentia
l flo
w p
ath
of
the
site
are
b
ein
g m
on
ito
red
. It is n
ote
d t
ha
t on
ly t
wo
hyd
rocen
su
s b
ore
ho
les
we
re lo
cate
d o
n t
he d
ow
nstr
ea
m s
ide o
f th
e s
ite, a
ltho
ug
h b
oth
of
the
se a
re lo
ca
ted o
ff th
e p
ote
ntia
l flo
w p
ath
. T
he
Ce
ll 4
exce
ption
spe
cifie
d w
ate
r qu
alit
y m
on
ito
ring
as p
er
Jo
ne
s
&
Wa
ge
ne
r re
po
rt
num
be
r JW
41
/04/9
063
. T
he
cu
rre
nt
mon
ito
rin
g
tha
t is
be
ing
u
nd
ert
aken
is
a
cco
rdin
g
to
JW
14
3/1
2/B
197
, w
hic
h
is
an
u
pd
ate
of
the
200
4
rep
ort
. T
he
diffe
ren
ces b
etw
een
th
e
two
re
po
rts
rela
te
to
the
in
cre
ase
in
mon
ito
rin
g p
ositio
ns w
ith t
ime
as t
he
site
de
velo
pe
d.
Th
e o
nly
co
nstit
ue
nts
tha
t a
re c
urr
ently n
ot
ana
lysed
are
th
e S
VO
C’s
and
cya
nid
e,
wh
ich
w
ere
te
rmin
ate
d
afte
r a
nu
mbe
r o
f yea
rs
of
mon
ito
rin
g
an
d
no
n-d
ete
ctio
n.
It
is
als
o
no
ted
tha
t le
acha
te
mon
ito
rin
g i
s un
de
rta
ken
sep
ara
tely
(o
uts
ide o
f th
e w
ate
r qu
alit
y m
on
ito
rin
g)
by
Eku
rhu
len
i an
d
En
viroS
erv
to
de
term
ine
co
mp
lian
ce
fo
r d
ispo
sa
l.
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Th
e
gro
un
dw
ate
r tr
en
d
gra
ph
s
sho
w
incre
asin
g
tre
nd
s
in
EC
an
d
CO
D
co
nce
ntr
ation
s.
The
tre
nd
s a
re a
lso e
vid
en
t in
the
up
-g
rad
ien
t bo
reho
les.
T
his
co
uld
b
e
rela
ted
to
lo
ca
lised
im
pa
cts f
rom
th
e
lan
dfill
as
the
re
are
n
o
oth
er
ob
vio
us
sou
rces
of
this
type
of
conta
min
atio
n
in t
he
se a
rea
s.
Th
e
sha
llow
an
d
dee
p
aqu
ife
rs
sho
w
impa
cts
m
ost
lik
ely
a
s a
re
su
lt o
f la
ndfill
activitie
s, s
ince
th
e
impa
cts
a
re
seen
in
th
e
vic
inity o
f th
e lea
cha
te a
nd
Th
e a
llow
ab
le li
mit fo
r E
C in
drin
kin
g w
ate
r a
cco
rdin
g to
the
SA
NS
2
41
:20
15
sta
nd
ard
is
1
70
m
S/m
. T
his
is
n
ot
exce
ed
ed
in
th
e
do
wnstr
ea
m b
ore
ho
les a
s sho
wn in
th
e G
eo
Mea
sure
re
vie
w r
ep
ort
a
nd
con
cen
tra
tion
s a
re s
ho
wn
to
be
be
low
th
is lim
it.
E
C a
nd
CO
D a
re n
ot
ind
ica
tors
of
con
tam
ina
tion f
rom
a s
pe
cific
so
urc
e.
Th
ese
de
term
inan
ts a
re o
nly
ind
ica
tors
of
the
deg
ree o
f m
ine
ralis
atio
n o
f g
roun
dw
ate
r a
nd
cou
ld re
late
to v
ario
us a
ctivitie
s.
Th
e C
LS
is l
oca
ted
in
an
indu
str
ial
are
a,
do
wn
stre
am
of
vario
us
ind
ust
ria
l a
ctivitie
s w
hic
h co
uld
co
ntr
ibute
to
con
cen
tra
tion
s o
f C
OD
a
nd
EC
ob
se
rve
d,
esp
ecia
lly in
the
up
str
eam
bo
reh
ole
s.
Fu
rthe
rmo
re,
a d
ecre
ase i
n E
C c
on
cen
tratio
ns (
do
wn
wa
rd t
ren
d)
ca
n b
e s
ee
n in
bo
reh
ole
s C
L07
-42
D, C
L06
-41
D, C
L06
-40S
, C
L0
6-
40
D s
ince 2
016
. A
do
wn
wa
rd t
ren
d in
CL
07
-42
S c
an
be o
bse
rve
d
fro
m 2
01
9. T
o f
it a
tre
nd
line th
rou
gh
th
e e
ntire
da
tase
t ig
no
res the
sh
ort
er-
term
va
ria
tion
in
dic
ating
a
de
cre
ase
in
g
rou
nd
wa
ter
min
era
lisa
tion.
Th
ere
fore
, th
is s
tate
men
t is
no
t a
cco
un
ting
fo
r th
e
late
st de
ve
lopm
en
ts in
site
ma
na
ge
me
nt.
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ctio
n C
om
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
sto
rmw
ate
r d
am
s (b
ore
ho
les
CH
L07
- 42
S
and
D),
as w
ell
as i
n t
he
do
wn
-gra
die
nt
bo
reho
les
CH
L1
6-4
9S
a
nd
D
an
d
bo
reh
ole
CH
L04
- 4
0S
an
d
D.
A
n
asse
ssm
ent
of
the
his
torica
l le
acha
te
dam
sh
ow
s
an
o
ve
rall
slig
ht
de
cre
ase
in
the
E
C
co
nce
ntr
ation
s,
wh
ilst
the
re i
s a
n i
ncre
ase
in
th
e
CO
D
co
nce
ntr
ation
s.
Th
e
pre
sen
ce
of
EC
is
a
n
ind
icato
r o
f p
ollu
tio
n.
An
a
sse
ssm
ent
of
the
his
torica
l sub
soil
seep
ag
e
sh
ow
s a
n o
ve
rall
incre
ase
in th
e E
C con
cen
tra
tion
s,
wh
ilst
the
C
OD
co
nce
ntr
ation
s
have
rem
ain
ed
fa
irly
sta
ble
. T
he
pre
sen
ce
of
CO
D
is
an
ind
icato
r of
po
llution
. T
he
su
bso
il see
pa
ge
ap
pe
ars
to
be
imp
acte
d.
Th
e
pre
sen
ce
of
dis
solv
ed
con
stitu
en
ts
in
so
lution
is
n
ot
an
ind
icato
r o
f con
tam
ina
tion
. T
he
EC
va
lues in t
he
se b
ore
ho
les a
re
be
low
drin
kin
g w
ate
r sta
nda
rd.
On
ly e
xce
eda
nce
s o
f an
accep
ted
scre
en
ing l
eve
l can
co
nfirm
th
is s
tate
me
nt.
A P
ipe
r d
iag
ram
on
ly
illu
str
ate
s th
e h
yd
roche
mic
al s
ign
atu
re o
f th
e in
vest
iga
ted s
am
ple
, n
ot con
cen
tration
s e
xcee
din
g a
gu
ide
line
. T
he
Pip
er
dia
gra
m m
ay
giv
e a
n i
nd
ica
tion
of
gro
und
wa
ter
pote
ntia
lly a
ffe
cte
d b
y l
an
dfill
activitie
s b
ut
pro
vid
es n
o q
uan
tita
tive in
form
ation
on
th
e s
ou
rce
of
that w
ate
r an
d m
ay o
nly
ind
ica
te li
ke
ly b
len
din
g o
f w
ate
r ty
pe
s o
ver
tim
e.
It a
lso
do
es
no
t q
ua
ntita
tive
ly dem
on
str
ate
im
pa
cts,
on
ly
rela
tive
co
mpo
sitio
n
in
term
s
of
ma
jor
ions
in
so
lutio
n.
Gro
un
dw
ate
r m
ay
ha
ve
b
ee
n
affe
cte
d
but
no
t n
ece
ssa
rily
im
pa
cte
d i
f th
e t
erm
“im
pa
ct”
is
de
fine
d a
s a
n e
xce
ed
an
ce o
f an
accep
ted
w
ate
r q
ua
lity
sta
nd
ard
. T
he
fa
ct
that
a
wa
ste
m
an
ag
em
ent
licen
se
is
be
ing
ap
plie
d
for,
w
he
re
accep
tab
le
lea
kag
e r
ate
s a
re i
nclu
de
d i
n t
he
la
nd
fill
de
sig
n p
roce
ss,
imp
lies
that g
roun
dw
ate
r co
uld
po
tentia
lly b
e a
ffe
cte
d. T
his
mu
st b
e c
lea
rly
diffe
ren
tiate
d fro
m th
e te
rm im
pa
cte
d.
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Lea
cha
te
is
en
terin
g
the
su
bso
il d
rain
s
and
th
e
meth
od o
f in
gre
ss
ha
s no
t b
ee
n d
ete
rmin
ed
.
An
a
sse
ssm
ent
of
the
his
torica
l S
torm
wate
r D
am
B
sh
ow
s a
n o
ve
rall
slig
ht
de
cre
ase
in
both
th
e
EC
a
nd
C
OD
co
nce
ntr
ation
s o
ve
r tim
e
is
no
ted.
Th
e
leve
ls o
f C
OD
and
EC
still
ind
icate
th
e
pre
sen
ce
of
po
llutio
n.
An
a
sse
ssm
ent
of
the
his
torica
l S
torm
wate
r D
am
C
sh
ow
s an
o
ve
rall
incre
ase
in
bo
th
the
E
C
and
CO
D c
on
centr
atio
ns.
A p
ipe
r p
lot
wa
s c
om
pile
d
to a
sse
ss a
ny
impa
cts
fro
m
the
lea
chate
on
th
e
gro
un
dw
ate
r a
nd
su
rface
wa
ter,
usin
g the
Ju
ne
201
8
mon
ito
rin
g
resu
lts.
T
he
clo
se
pro
xim
ity
of
the
Lea
cha
te
Da
m
(Le
ach
Da
m)
sam
ple
an
d
the
Su
bso
il S
eep
ag
e f
rom
Ce
ll
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ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
1,
2
an
d
3
(Ce
ll 1
,2,3
) sa
mp
le su
gge
sts
th
at
the
su
bso
il d
rain
m
ay
have
bee
n
impa
cte
d
by
lea
cha
te.
Th
e
plo
ttin
g
of
so
me
of
the
do
wn
-gra
die
nt
bo
reh
ole
s,
nam
ely
CH
L0
7-
42
S,
CH
L07
-42
D,
CH
L1
2-
47
S,
CH
L12
-47
D,
CH
L0
6-
41
D,
CH
L1
6-4
9S
, C
HL1
6-
49
D
and
C
HL0
9-4
6D
, in
th
e
“sta
gna
nt
wa
ter”
q
ua
dra
nt
sho
ws
gro
un
dw
ate
r im
pa
cts.
Sto
rmw
ate
r fr
om
th
e s
ite
is
be
ing
d
isch
arg
ed
to
th
e
en
vironm
en
t and
pa
thw
ays
for
po
llution
ha
ve
b
ee
n
ide
ntified
.
19
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N057_r0
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bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
185
Th
e lan
dfilli
ng
of th
e h
eig
ht
exte
nsio
n
from
2
01
6
co
ntin
ue
s
to
po
llute
w
ith
po
llutio
n le
vels
in
cre
asin
g
as o
pp
ose
d t
o d
ecre
asin
g.
Th
e d
eve
lopm
en
t o
f C
ell
7
and
exp
an
sio
n o
f th
e s
ite
will
co
ntinu
e
the
gro
un
dw
ate
r im
pa
cts
, a
s th
ese
activitie
s p
reve
nt
the
site
fro
m b
ein
g c
ap
pe
d.
AH
N
o d
em
on
str
ation
of th
e li
nkag
e b
etw
een
the
he
ight e
xte
nsio
n a
nd
the c
laim
ed
co
ntin
ue
d p
ollu
tion
is p
rovid
ed
an
d c
ann
ot
be
sta
ted
as
fact
if va
riou
s
cells
a
re
lined
w
ith
un
de
rdra
inag
e
pre
sen
t.
Fu
rthe
rmo
re,
a d
ecre
ase i
n E
C c
on
cen
tratio
ns (
do
wn
wa
rd t
ren
d)
ca
n b
e s
ee
n in
bo
reh
ole
s C
L07
-42
D, C
L06
-41
D, C
L06
-40S
, C
L0
6-
40
D s
ince 2
016
. A
do
wn
wa
rd t
ren
d in
CL
07
-42
S c
an
be o
bse
rve
d
fro
m 2
01
9. T
o f
it a
tre
nd
line th
rou
gh
th
e e
ntire
da
tase
t ig
no
res the
sh
ort
er-
term
va
ria
tion
in
dic
ating
a
de
cre
ase
in
g
rou
nd
wa
ter
min
era
lisa
tion.
Th
ere
fore
, th
is s
tate
men
t is
no
t a
cco
un
ting
fo
r th
e
late
st de
ve
lopm
en
ts in
site
ma
na
ge
me
nt.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
Ob
ject
ion
12
186
Th
e d
eve
lopm
en
t o
f C
ell
7,
and
Ce
lls 1
, 2
an
d 3
is n
ot
limited
to
the
expa
nsio
n o
r to
erf
335 b
ut
is i
nte
gra
ted
into
a
nd
th
e
CL
S
incre
asin
g
its
foo
tprin
t,
ca
pa
city a
nd
vo
lum
es. T
his
w
ill
exa
ce
rba
te
the
gro
un
dw
ate
r a
nd
su
rface
impa
cts
, a
nd
th
e tre
nd
s w
ill
co
ntin
ue
to
in
cre
ase
.
AH
an
d M
V
A d
ecre
ase
in E
C c
on
centr
atio
ns (
do
wn
wa
rd tre
nd)
ca
n b
e s
ee
n in
b
ore
ho
les
CL
07
-42
D,
CL
06
-41
D,
CL
06
-40
S,
CL
06
-40
D
sin
ce
201
6. A
do
wn
wa
rd tre
nd
in C
L07
-42
S c
an
be
ob
serv
ed
fro
m 2
01
9.
To
fit
a t
rend
line t
hro
ug
h t
he e
ntire
da
tase
t ig
nore
s t
he s
ho
rte
r-te
rm v
aria
tion
ind
ica
ting
a d
ecre
ase
in g
rou
nd
wate
r m
ine
ralis
ation
.
Cle
an a
nd d
irty
sto
rm w
ate
r m
anag
em
en
t, a
s w
ell
as le
acha
te a
nd
gro
un
dw
ate
r m
ana
gem
en
t w
ill b
e in
teg
rate
d into
th
e d
esig
n o
f th
e
expa
nsio
n.
Th
at
gro
un
dw
ate
r a
nd
su
rfa
ce
wa
ter
impa
cts
will
be
exa
cerb
ate
d d
ue
to
the
exp
an
sio
n c
an
no
t b
e s
tate
d a
s f
act
and
am
oun
ts t
o s
pe
cu
lation
. T
he
refo
re,
this
cla
use h
as n
o m
erit.
Ob
ject
ion
12
187
Th
e
Jn
W
hyd
rog
eo
log
ica
l re
po
rt a
ppe
ars
no
t to
have
taken
in
to a
cco
un
t h
isto
ric
gro
un
dw
ate
r im
pa
cts
whe
n
run
nin
g
the
m
ode
ls.
Th
e
rep
ort
o
nly
m
ode
lled
th
e
line
rs,
an
d
no
t th
e
AH
N
o re
fere
nce is
p
rovid
ed to
th
e re
po
rt re
vie
wed
to
m
ake
th
is
sta
tem
en
t. T
he 2
019
hyd
roge
olo
gic
al
repo
rt,
wh
ich
is t
he
rep
ort
th
at
wa
s com
pile
d s
pe
cific
ally
fo
r th
is a
pp
lica
tion
accou
nts
fo
r th
e
inte
gra
tion
of
all
waste
ce
lls o
n s
ite a
s is
illu
str
ate
d in s
ect
ion 8
of
the r
ele
vant
rep
ort
. T
he
refo
re,
this
cla
use h
as n
o m
erit.
20
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
cu
mu
lative
im
pa
cts
arisin
g
fro
m t
he
in
teg
ratio
n o
f th
e
ce
lls i
nto
the
CL
S,
an
d i
ts
focu
s w
as i
mp
act
fro
m t
he
de
velo
pm
ent
of
erf
33
5.
Ob
ject
ion
12
188
-189
Th
e
Jn
W
hyd
rog
eo
log
ica
l re
po
rt r
elie
s o
n n
um
ero
us
assum
ption
s in
clu
din
g:
Assum
ption
s
an
d
limita
tion
s:
It is a
ssu
med
th
at
the
are
a
so
uth
o
f th
e
Ce
ll 7
de
velo
pm
ent
ha
s
bee
n
fully
reh
ab
ilita
ted a
nd
tha
t th
e s
torm
wa
ter
runo
ff fro
m
the
se a
rea
s i
s d
ive
rte
d t
o
the
cle
an
st
orm
w
ate
r syste
ms
on
th
e
ea
ste
rn
and
w
este
rn sid
es o
f th
e
facili
ty;
Du
e t
o t
he
ea
ste
rn s
ide
of
the
e
xis
ting
C
LS
b
ein
g
assum
ed
fully
re
hab
ilita
ted,
the
re
is
no
nee
d
for
conta
min
ate
d
tre
nch
es,
th
ese
w
ill
be
co
nve
rted
in
to c
lea
n s
torm
w
ate
r tr
en
che
s
AH
an
d M
V
Th
ese
assu
mptio
ns
are
no
t no
ted
in th
e h
yd
roge
olo
gic
al r
epo
rt b
ut
so
me
are
no
ted
in th
e s
urf
ace
wa
ter
repo
rt.
The
sp
ecific
ob
jection
rela
ted
to
th
ese
assu
mp
tion
s is
no
t sta
ted.
It w
as n
ece
ssa
ry t
o m
ode
l a
futu
re s
tatu
s,
wh
ich
re
qu
ired
ce
rta
in
assum
ption
s to b
e m
ade
as
inp
ut to
the
mo
de
llin
g p
roce
ss.
Th
ese
assum
ption
s a
re c
on
sid
ere
d r
ea
sona
ble
. T
he s
eco
nd b
ulle
t re
fers
to t
he e
aste
rn s
ide o
f th
e e
xis
ting
CL
S.
Th
is i
s in
corr
ect. T
he s
urf
ace
wa
ter
rep
ort
refe
rs t
o t
he
we
ste
rn
sid
e o
f th
e e
xis
tin
g C
LS
.
Th
e la
st
two
bu
llets
a
re n
ot
inclu
ded
in
th
e su
rfa
ce w
ate
r o
r h
yd
rog
eo
log
ica
l re
po
rts.
21
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
It is
assu
med
tha
t on
ce th
e
wa
ste
is
p
laced
, co
mp
acte
d
an
d
cove
red
the m
ois
ture
con
ten
t o
f th
e
co
ve
r m
ate
ria
l is
ad
juste
d
in o
rde
r to
ach
ieve
op
tima
l co
mp
action
It
is a
ssum
ed
tha
t ca
ppe
d
are
as
dra
in
to
the
en
vironm
en
t ba
sed
on
th
e
pa
rtia
l re
me
dia
tion
w
ork
s th
at
ha
ve
a
lre
ad
y
take
n
pla
ce a
t th
e s
ite.
Ob
ject
ion
12
191
Th
e Jn
W re
po
rt re
fers
to
p
ollu
tion
occu
rrin
g
as
a
resu
lt o
f fa
iled
u
nd
er
dra
ina
ge
an
d lin
ers
.
AH
T
his
re
fere
nce i
llustr
ate
s th
e p
ote
ntia
l of
conta
min
atio
n o
ccu
rrin
g
in t
he
even
t o
f com
ple
te f
ailu
re o
f th
e im
ple
me
nte
d lin
ers
on
site
. It
th
ere
fore
rep
rese
nts
th
e p
ote
ntia
l wo
rst-
case s
cena
rio
as s
tate
d
in
pa
rag
rap
h 7
.8.2
. T
he
sce
na
rio
is
th
eo
retica
l a
nd
d
oe
s
no
t re
pre
sen
t th
e lik
ely
ca
se.
O
bje
ctio
n
12
192
Co
nta
min
ation
fr
om
th
e
PC
D i
s e
xpe
cte
d t
o a
ffe
ct
the t
ribu
tary
to
th
e J
ukske
i R
ive
r.
It
is
un
cle
ar
ho
w
line
rs o
f the
ce
ll w
ill p
reven
t th
is.
AH
T
he P
CD
fo
rms
pa
rt o
f th
e p
ropo
sed in
fra
stru
ctu
re a
nd
will
be li
ne
d
upo
n c
on
stru
ction
to
pre
ven
t se
ep
ag
e losse
s,
just
as t
he
pla
nn
ed
ce
lls a
re r
ecom
me
nd
ed
to
be
lin
ed.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
Ob
ject
ion
12
193
Th
e
Ge
ote
chn
ica
l R
ep
ort
h
ad
gap
s i
n i
nfo
rma
tion
. It
faile
d
to
est
ab
lish
th
e
ab
sen
ce / p
rese
nce
CC
T
his
sta
tem
en
t is
no
t tr
ue
. S
eep
ag
e i
s a
dd
resse
d i
n R
epo
rt J
&W
6
00
7-2
3-1
9-J
W0
70
_r1
_C
hlo
ork
op
Exp
an
sio
n,
in
the
fo
llow
ing
pla
ces:
22
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ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
of
pe
rche
d
gro
un
dw
ate
r se
ep
ag
e.
Se
ctio
n 4
.1:
Th
e m
ajo
rity
of
test
pits t
erm
inate
d o
n m
ed
ium
ha
rd
rock g
ran
ite a
t a d
ep
th o
f b
etw
ee
n 1
.5m
to 3
.1m
. S
ligh
t see
pa
ge
wa
s o
nly
en
coun
tere
d in
TP
CH
04 a
t a
dep
th o
f 2
.7m
. N
o s
ee
pa
ge
wa
s p
resen
t in
th
e te
st p
its e
xca
vate
d in
th
is a
rea
. T
ab
le 1
: R
efe
r la
st c
olu
mn
on r
ight.
Re
fer
Se
ctio
n 5
.1: S
ee
pa
ge
and
Pe
rmea
bili
ty:
Se
ep
age
wa
s on
ly e
nco
un
tere
d in
TP
CH
04
at 2
.7m
just a
bo
ve th
e
co
nta
ct b
etw
ee
n the
fe
rrug
inis
ed
re
sid
ua
l g
ran
ite a
nd
the
med
ium
h
ard
ro
ck g
ran
ite.
Th
is t
est
pit w
as e
xca
vate
d a
s c
lose
to
th
e
po
tentia
l w
etlan
d a
s p
ossib
le.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
O
bje
ctio
n
12
195
Th
e F
ind
ing
s o
f th
e R
evie
w
by
Dr
Gra
ham
et
al
at
app
en
dix
F o
f th
e S
urf
ace
Wa
ter
Rep
ort
(S
WR
), A
qua
tic b
iotic
an
d
we
tlan
d
repo
rts
(Ap
pe
nd
ice
s 8,9
an
d 1
0 o
f th
e B
AR
) ca
n b
e
su
mm
arise
d a
s fo
llow
s39
: •
Th
e r
evie
w q
ue
stio
ns
the
meth
odo
log
y
an
d
limita
tion
s o
f th
e r
ep
ort
s
MV
an
d M
P
Sp
ecific
qu
est
ion
s a
re a
dd
ressed
in r
esp
on
se t
o A
ppe
nd
ix F
.
23
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ctio
n C
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ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
195
Th
e re
vie
w qu
est
ion
s th
e
meth
odo
log
y
an
d
limita
tion
s o
f th
e r
ep
ort
s.
WM
(N
WU
) T
he
re
vie
we
r is
co
rre
ct,
th
e
SA
SS
5/F
RA
I m
eth
od
olo
gy
is
for
pe
ren
nia
l syste
ms.
In t
he a
bsen
ce o
f flo
w d
ata
, it
wa
s t
he a
qua
tic
sp
ecia
lists
op
inio
n t
ha
t th
ese
syste
ms
wou
ld m
ost
ly b
e p
ere
nn
ial
due
to
run
off f
rom
th
e a
rea
. F
urt
he
rmo
re,
the
re a
re n
o a
ccep
ted
meth
od
s to
d
ete
rmin
e
the
P
ES
in
n
on
-pe
ren
nia
l syste
ms,
espe
cia
lly
in
low
d
ive
rsity
urb
an
syst
em
s.
Wyn
an
d
Ma
lhe
rbe
(aq
ua
tic s
pe
cia
list)
ag
ree
s w
ith th
e re
vie
we
r th
at d
iato
ms w
ou
ld b
e
a v
iab
le l
on
g t
erm
to
ol
to u
se f
or
bio
mo
nito
ring
pu
rpo
se
s o
f th
e
site
.
Ob
ject
ion
12
195
• N
o sam
plin
g o
f su
rface
wa
ter
ha
s
bee
n
don
e
du
ring
the
cu
rre
ncy
of
the
CL
S.
O
n-s
ite
su
rface
wate
r sa
mp
ling
is i
nclu
ded
in
the
cu
rren
t w
ate
r m
on
ito
rin
g p
rog
ram
me
. T
he
su
rfa
ce w
ate
r re
port
re
com
men
ds
sa
mp
ling
at
off
site
po
ints
be
add
ed
to
th
e m
on
ito
rin
g p
rog
ram
me
. T
his
ha
s s
ub
sequ
en
tly b
ee
n im
ple
men
ted.
Ob
ject
ion
12
195
• O
nly
on
e sam
plin
g w
as
don
e
for
the
BA
R
- th
e
sa
mp
ling
fa
iled
the
sta
nd
ard
s o
f w
ate
r qu
alit
y in
mo
st in
sta
nce
s.
MV
an
d M
P
Th
is is
in
co
rre
ct.
Th
ree
sa
mp
ling
ru
ns
we
re und
ert
aken
in
th
e
exte
rna
l w
ate
r re
sou
rce
s,
giv
en
th
e lim
ited
tim
e fr
am
e fo
r th
e
ove
rall
stu
dy.
Re
su
lts
we
re a
vaila
ble
fo
r tw
o s
am
plin
g r
uns (
the
lab
ora
tory
an
aly
ses
for
the t
hird
we
re n
ot
yet
ava
ilab
le a
t th
e t
ime
of
subm
issio
n o
f th
e r
epo
rt).
Th
is is d
eta
iled
in
the r
epo
rt.
On
ly the
mo
st r
ecen
t re
sults w
ere
sh
ow
n. T
he
re
sults w
ere
sim
ilar
to t
he
pre
vio
us r
un
. In
add
itio
n,
the
re
su
lts
of
the
th
ird
sam
plin
g
run
, w
hic
h b
ecam
e a
va
ilab
le a
fte
r sub
mis
sio
n o
f th
e r
ep
ort
, w
ere
a
lso
sim
ilar
to th
e f
irst
two
.
Th
e a
sse
ssm
en
t doe
s in
dic
ate
that th
e w
ate
r qu
alit
y d
oe
s n
ot m
ee
t th
e s
tand
ard
s/o
bje
ctive
s fo
r a
num
be
r o
f de
term
ina
nts
. T
hese
are
h
igh
ligh
ted in
red
in th
e r
ele
van
t ta
ble
s in
the
rep
ort
.
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Th
e
pu
rpo
se
o
f th
e
sam
plin
g
wa
s
to
dete
rmin
e
the
ba
se
line
(cu
rre
nt)
wate
r q
ua
lity s
tatu
s o
f th
e w
ate
r re
sou
rce
s a
roun
d t
he
site
. T
he
refo
re,
this
cla
use h
as n
o m
erit.
O
bje
ctio
n
12
195
• O
nly
pH
an
d E
C a
na
lyse
s w
ere
con
du
cte
d o
n th
ese
sa
mp
les,
an
d n
ot
the
fu
ll su
ite
of an
aly
ses
MP
T
his
is
no
t co
rre
ct an
d is
mis
lead
ing
. T
he r
ep
ort
cle
arly s
tate
s th
at
this
re
fers
to
on
e o
n-s
ite s
am
plin
g lo
cation
, fo
r Jan
ua
ry a
nd
Ap
ril
201
9,
as
these
are
in
dic
ato
r m
onth
s.
Th
is
is
de
taile
d
in
the
mon
ito
rin
g p
rog
ram
me
fo
r th
e s
ite.
Sta
tem
en
t in
Bu
llet
6 b
elo
w d
em
on
str
ate
s th
at
this
sta
tem
ent
is
fals
e.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
O
bje
ctio
n
12
195
Th
e s
urf
ace w
ate
r re
po
rt in
the
BA
R r
eco
rds l
eve
ls o
f d
ete
rmin
an
ts
ind
ica
ting
that
conta
min
ate
d w
ate
r is
e
scap
ing
fro
m th
e s
ite. T
he
syste
m i
s n
ot
op
era
ting
as
a c
lose
d s
yste
m
JG
P
lea
se r
efe
r to
sum
ma
rised
ta
bu
late
d w
ate
r qu
alit
y r
esu
lts
for
the
site
. T
he
da
ta s
ho
ws t
ha
t th
ere
is n
o d
ire
ct e
vid
ence
to m
ake
th
is
sta
tem
en
t w
ith c
ert
ain
ty.
It is
impo
ssib
le to
se
pa
rate
re
spo
nsib
ility
as th
e w
ate
r d
ow
nstr
eam
is
a c
om
bin
atio
n o
f w
ate
r fr
om
bo
th C
LS
and
oth
er
ligh
t in
du
str
ies
and
it
is the
refo
re d
ifficu
lt to
pin
po
int th
e s
ou
rce
. F
or
insta
nce
, C
hlo
orW
Q2
and
3 (
off s
ite l
oca
tion
s) d
ete
cte
d h
igh
TP
H w
hic
h e
xce
ed
gu
ide
line
lim
its
in A
pril
20
19
an
d i
n M
arc
h
Ch
loo
rWQ
2 h
ad
tra
ce
s of
TP
H d
ete
cte
d b
ut
not
exce
ed
ing
th
e
gu
ide
line
lim
it.
No
tra
ce
s o
f T
PH
we
re d
ete
cte
d i
n t
he
on
site
loca
tion
s in
Ma
rch 2
019
, th
e la
st th
at
TP
H w
as d
ete
cte
d in o
n s
ite
loca
tion
s w
as in
Jun
e 2
018
. T
he
refo
re,
this
cla
use h
as n
o m
erit.
25
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
O
bje
ctio
n
12
195
Th
ere
we
re e
leva
ted
leve
ls
of
EC
. •
Th
ere
w
ere
e
leva
ted
leve
ls o
f iron
. •
Mn
co
nce
ntr
ation
s e
xcee
de
d b
oth
th
e R
WQ
O
and
S
AN
S
gu
ide
line
a
t o
ffsite
lo
catio
n C
hlo
or
WQ
2.
• O
the
r in
org
an
ic
co
nstit
ue
nts
th
at
we
re
hig
hly
e
leva
ted
a
t b
oth
o
ffsite
and
on
site
lo
cation
s in
clu
de
d:
Tota
l d
isso
lve
d
so
lids
(TD
S),
Ch
loride (
Cl),
Su
lfate
(S
O4
), B
oro
n (B
),
Nitra
te (
NO
3),
A
mm
on
ia (N
), L
ea
d (P
b),
O
rth
o-P
ho
sph
ate
(P
O4
) a
nd
So
diu
m (
Na
).
• A
t C
hlo
or
WQ
2
Tota
l P
etr
ole
um
h
ydro
carb
on
s w
ere
de
tect
ed
an
d
excee
de
d t
he
Du
tch
Inte
rve
ntion
gu
ide
line.
• P
oly
cyclic
A
rom
atic
hyd
roca
rbo
ns
we
re
de
tecte
d a
nd e
xcee
de
d th
e
Du
tch I
nte
rven
tion
gu
ide
line
.
MP
T
his
is t
rue
of
the
on
-site s
am
plin
g lo
catio
ns.
At th
e o
ff-s
ite
sam
plin
g lo
cation
s E
C w
as e
leva
ted
abo
ve
th
e R
QO
fo
r o
ne
loca
tion
, bu
t fe
ll sig
nific
an
tly b
elo
w t
he S
AN
S2
41
:201
5
drin
kin
g w
ate
r sta
nd
ard
fo
r bo
th M
arc
h,
Ap
ril
and
Ma
y sam
plin
g
run
s E
levate
d I
ron w
as
no
ted
at
the
on
site
lo
catio
ns.
No
ne o
f th
e o
ff-
site
sam
plin
g l
oca
tion
s d
isp
laye
d e
leva
ted
iro
n f
or
bo
th M
arc
h,
Ap
ril an
d M
ay s
am
plin
g r
un
s.
Oth
er
ino
rga
nic
co
nst
itue
nts
tha
t w
ere
exce
ed
ed
in
ad
ditio
n t
o
tho
se m
en
tione
d is f
luo
ride
fo
r th
e M
arc
h s
am
plin
g r
un
. L
ea
d a
nd
Nitra
te w
ere
not
ele
vate
d fo
r th
e M
arc
h a
nd
Ma
y sa
mp
ling
run
. F
or
org
an
ics
teste
d i
n t
he
Ma
rch
sam
plin
g r
un
To
tal
Petr
ole
um
h
yd
roca
rbo
ns
an
d
Po
lycyclic
A
rom
atic
hyd
roca
rbo
ns
we
re
de
tecte
d b
ut d
id n
ot e
xce
ed
th
e g
uid
elin
e lim
its.
In th
e M
arc
h s
am
plin
g r
un
th
ere
wa
s n
o w
ate
r to
ta
ke
a s
am
ple
at
Ch
loo
r W
Q3
. A
pril sa
mp
ling
ru
n s
ho
wed
the
wo
rst
in t
erm
s of
po
llution
note
d o
f th
e t
hre
e s
am
plin
g r
un
s.
Ple
ase
re
fer
to a
tta
che
d d
ata
fo
r a
ll th
ree
mo
nth
s to
th
is o
bje
ctio
n.
26
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ctio
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ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
• A
t C
hlo
or
WQ
3
Tota
l P
etr
ole
um
h
ydro
carb
on
s w
ere
de
tect
ed
an
d
excee
de
d t
he
Du
tch
Inte
rve
ntion
gu
ide
line
• V
ola
tile
h
alo
ge
na
ted
hyd
roca
rbo
ns
we
re
de
tecte
d a
nd e
xcee
de
d th
e
US
EP
A g
uid
elin
e L
. •
As
one
of
the
ma
jor
po
tentia
l po
llutio
n s
ou
rce
s w
ith
in t
his
ca
tchm
en
t (a
nd
as ide
ntif
ied b
y D
WS
201
7),
a li
ke
ly s
ou
rce
of
the
co
nta
min
ation
wou
ld
be
the
CLS
.
Ob
ject
ion
12
195
• T
he
pre
sen
ce
of
hyd
roca
rbo
ns
that
have
bee
n a
ttribu
ted
to
pre
vio
us
activitie
s in
the
are
a w
hic
h
ce
ase
d a
num
be
r o
f ye
ars
b
ack. T
he
impa
cts
ou
gh
t to
h
ave
d
issip
ate
d
bu
t h
ave
no
t.
N
o r
efe
ren
ce h
as
be
en p
rovid
ed
fo
r th
e s
ou
rce o
f th
is info
rmatio
n.
Ob
ject
ion
12
195
• T
he
A
qu
atics
rep
ort
h
igh
ligh
ts t
hat
nitra
tes
an
d
ort
ho
ph
osp
ha
te
co
nce
ntr
ation
s e
xcee
de
d
WM
(N
WU
) T
he a
qua
tic s
pecia
list
Wyn
an
d M
alh
erb
e (
NW
U)
ag
ree
s w
ith t
his
sta
tem
en
t.
27
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ctio
n C
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ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ta
rget
Wate
r Q
ua
lity
Re
qu
ire
me
nts
fo
r A
qua
tic
Eco
syst
em
s (
DW
AF
199
6)
- E
C,
ino
rgan
ic
nitro
ge
n,
ort
ho
ph
osp
ha
te,
ch
loride
, su
lpha
te,
sod
ium
, a
nd
E.c
oli
all
exce
ede
d th
e
RW
QO
's.
Th
is
sug
ge
sts
e
utr
oph
ica
tion
w
hic
h
ma
y b
e l
inked
to
a s
ew
er
pip
e
lea
kin
g - th
e s
am
e p
ipe
into
w
hic
h i
ndu
str
ial
eff
luen
t is
d
ischa
rged
.
Ob
ject
ion
12
195
• T
he
aqu
atic r
epo
rt s
tate
s th
at th
e d
ow
nstr
eam
FE
PA
m
ust
no
t de
gra
ded
fu
rth
er.
T
he
o
ng
oin
g o
pe
ratio
n o
f th
e C
LS
will
lik
ely
re
sult i
n
the
fu
rthe
r de
gra
datio
n o
f th
e f
resh
wa
ter
syste
m.
• L
ong
te
rm
issue
s w
ith
sa
lts w
ere
als
o id
en
tified
. •
Th
ere
ha
s
be
en
lit
tle
co
nsid
era
tio
n g
ive
n t
o t
he
fact
that
the
site
is in
clo
se
pro
xim
ity to
a
num
be
r of
wetlan
ds,
the
clo
se
st
be
ing
w
ith
23
0
SA
(N
SS
–
Aq
ua
tic
co
mp
on
en
ts)
KT
(w
etlan
d
co
mp
on
en
ts)
Se
ctio
n 2
pa
ge
6 i
n t
he
Aq
ua
tic
rep
ort
(N
WU
, 2
01
9):
Th
e s
ect
ion
re
ferr
ed
to
by
th
e o
bje
cto
r st
ate
s: “
… t
he
se l
oca
tio
ns
fall
in
a f
resh
wa
ter
en
vir
on
me
nt
tha
t n
ee
d t
o b
e m
anaged
so
th
at
the
do
wn
stre
am
FE
PA
is n
ot
de
gra
de
d f
urt
he
r”.
Th
e m
an
ag
em
en
t o
f th
ese
up
stre
am
sy
ste
ms
is t
he
re
spo
nsi
bil
ity
of
all
th
at
are
im
pa
ctin
g i
t.
Sa
lts
me
asu
red
by
Ele
ctri
cal
con
du
ctiv
ity
(E
C)
is a
dd
ress
ed
in
th
e
Aq
ua
tic
Re
po
rt (
NW
U,
20
19
) u
nd
er
Se
ctio
n 4
Re
sult
s a
nd
Se
ctio
n 5
.1.
Cu
rre
nt
Imp
act
s.
28
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
metr
es
of
Ce
ll 7
an
d
50
metr
es o
f th
e
pro
po
sed
expa
nsio
n.
Th
e w
etlan
ds
we
re d
iscu
ssed
in
de
tail
in t
he
We
tlan
d,
So
ils a
nd
Lan
d C
apa
bili
ty r
epo
rt u
nde
rtaken
by
J&
W (
JW
100
/19
/600
7-2
5)
Ob
ject
ion
12
195
• T
he
re i
s n
o s
torm
wa
ter
man
ag
em
ent
rep
ort
. T
he
SW
R
sta
tes
that
the
exis
ting
SW
M n
ee
ds
upg
rad
ing
.
MV
T
he s
urf
ace w
ate
r re
po
rt s
tate
s (
for
the p
hasin
g o
f th
e s
torm
wa
ter
man
ag
em
ent)
tha
t th
e e
xis
ting
sto
rm w
ate
r m
ana
ge
me
nt
wou
ld
nee
d t
o b
e u
pg
rade
d t
o f
acili
tate
exp
an
sio
n p
ha
sin
g.
Ple
ase r
efe
r to
pa
ge
52
of
the
rep
ort
: “T
he
exis
ting
sto
rm w
ate
r m
an
ag
em
ent
syste
m a
t C
LS
will
ne
ed
to
be
upg
rad
ed
to
en
su
re e
ffe
ctive
cle
an
and
d
irty
w
ate
r sep
ara
tio
n
for
the
p
ropo
sed
C
LS
E
xpa
nsio
n
pro
ject.”
O
bje
ctio
n
12
196
Th
e p
rop
ose
d m
itig
ation
is
the
“ma
na
gem
en
t o
f id
entified
im
pa
cts”
du
rin
g
ope
ration
s.
Th
is
imp
lies
the
like
liho
od
of
impa
cts
o
ccu
rrin
g.
AH
an
d M
V
Th
is im
plic
ation
is
co
rre
ct.
The
re is
a
p
ote
ntia
l fo
r im
pa
cts
to
g
roun
dw
ate
r a
nd
su
rfa
ce w
ate
r o
ccu
rrin
g. W
hic
h is
wh
y m
itig
ato
ry
mea
su
res a
re p
ropo
sed
to m
inim
ise
th
is l
ike
lihoo
d.
Ho
we
ver,
a
like
liho
od
doe
s n
ot im
ply
a q
uan
tifie
d c
ert
ain
ty.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
Ob
ject
ion
12
197
Oth
er
miti
gation
in
clu
de
s:
• T
he
se
pa
ratio
n o
f cle
an
and
dirty
wa
ter
syst
em
s -
a
s i
s c
urr
en
tly t
he
ca
se.
It
ha
s n
ot
be
en
e
stab
lishe
d
that
the
d
irty
a
nd
cle
an
syste
ms a
re se
pa
rate
d.
It
is s
imp
ly a
ssum
ed
, a
nd
th
e
evid
en
ce
sug
ge
sts
o
the
rwis
e.
• Im
ple
me
nt
the E
MP
’s o
f o
the
r en
viron
me
nta
l re
late
d
asp
ect
s,
inclu
din
g
AH
an
d C
C
Th
e s
torm
wa
ter
pla
n is
ind
ica
ted o
n d
raw
ing 6
007-1
2-0
03
Re
v B
. T
he
p
lan
in
dic
ate
s
that
cle
an
w
ate
r a
nd
co
nta
min
ate
d
wa
ter
rem
ain
se
pa
rate
d in
diffe
rent
tren
ch n
etw
ork
s.
Cle
an a
nd c
on
tam
ina
ted
sto
rm w
ate
r tr
en
ch d
eta
ils a
re s
ho
wn i
n
se
ction
on
dra
win
g 6
00
7-1
2-0
02 R
ev B
. It
is
un
cle
ar
wha
t is
pre
ven
ting i
mp
lem
en
tation o
f E
MP
’s o
f o
the
r e
nvironm
en
tal re
late
d a
spe
cts in f
utu
re.
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CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
po
llutio
n
pre
ven
tion
an
d
impa
ct
min
imis
atio
n.
(Th
is
ha
s no
t be
en
und
ert
ake
n in
th
e p
ast)
•
Mo
nito
rin
g
• W
ell-
de
sig
ned
lin
ers
an
d
und
er-
dra
inag
e
are
str
ong
ly
recom
men
de
d
to
co
nta
in an
y co
nta
min
ate
d
se
ep
ag
e w
ith
in th
e w
ast
e
ce
lls
and
/or
dire
ct
co
nta
min
ate
d
lea
cha
te
to
co
nta
inm
en
t ta
nks/d
am
s.
• If
con
tam
ination
o
f g
roun
dw
ate
r is
d
ete
cte
d
off
-site,
an
in
terc
ep
tion
tre
nch
m
ay
ne
ed
to
b
e
co
nsid
ere
d
to
cap
ture
co
nta
min
ate
d g
roun
dw
ate
r b
efo
re
it
can
re
ach
se
nsitiv
e r
ece
pto
rs.
Ob
ject
ion
12
198
Co
mp
liance
with
th
e E
MP
r h
as
not
occu
rred
in
th
e
pa
st, a
nd
mo
nito
rin
g d
oe
s n
ot con
stitu
te
avo
ida
nce
or
mitig
ation
. If
po
llutio
n
is
de
tect
ed
it
imp
lies
that
the
lin
ers
an
d
su
rfa
ce
wa
ter
me
asu
res
are
n
ot
eff
ective
, as
ha
s b
ee
n s
ho
wn to
be th
e c
ase
MP
M
on
ito
rin
g is
esse
ntia
l an
d it
s e
xpre
ss p
urp
ose
is to
dete
ct im
pa
cts
in o
rde
r to
eva
luate
th
e e
ffectiven
ess
of
the w
ate
r m
an
ag
em
ent
mea
su
res
and
con
tro
ls.
If
impa
cts
a
re
de
tecte
d,
then
ca
use
s/s
ou
rce
s n
eed
to
be
in
vestiga
ted
and
app
rop
riate
action
taken
.
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CT
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
sin
ce
in
ceptio
n o
f th
e C
LS
to
d
ate
. O
bje
ctio
n
12
199
Th
e
En
gin
ee
rin
g
Re
vie
w
by J.P
ass
at
Anne
xu
re K
co
nclu
de
s th
at:
• U
ntil
such
time
as
the
po
llutio
n
issue
s
are
d
ea
lt w
ith
waste
dis
po
sal o
n t
he
exis
ting
lin
ed
are
a
shou
ld
no
t b
e
allo
wed
. •
The
sid
e
slo
pe
s an
d
pla
teau
sh
ou
ld b
e c
ap
pe
d
and
th
e a
rea
s in
to w
hic
h
the e
xpan
sio
n w
ill
be
in
teg
rate
d
shou
ld
be
co
ve
red
w
ith
at
lea
st
an
inte
rim
lin
ing
syste
m o
r a
pig
gyb
ack lin
er
in
ord
er
tha
t in
cre
ase
d
po
llutio
n
thro
ugh
th
e
exis
ting
lin
er
is lim
ited.
• T
he
pla
cem
ent
of
ce
ll 7
wa
ste
e
sse
ntia
lly
on
the
orig
ina
l an
d
ma
rgin
ally
a
de
qu
ate
lin
er
incre
ase
s t
he r
isks f
or
the
po
llutio
n o
f g
rou
nd
wate
r.
• T
he
re i
s n
o i
nd
ica
tion
as
to
ho
w
the
loss
of
the
CC
D
ire
ct com
me
nts
to
th
e E
ng
ine
erin
g R
evie
w in
Ann
exu
re K
ca
n b
e
foun
d b
elo
w a
nd
are
no
t re
pe
ate
d h
ere
.
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CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
lea
cha
te a
nd
co
nta
min
ate
d
sto
rm
wa
ter
da
m
will
b
e
mitig
ate
d.
• T
he
sta
bili
ty o
f th
e s
lope
s to
be
de
velo
pe
d
ha
s
no
t b
ee
n d
ete
rmin
ed
. •
Th
ere
is n
o d
eta
iled
wa
ter
ba
lan
ce c
alc
ula
tion
. •
Th
ere
is n
o d
eta
il fo
r th
e
inte
rfa
ce p
rovid
ed
.
Ob
ject
ion
12
201
It f
urt
he
r n
ote
s th
e f
oll
ow
ing
wit
h
refe
ren
ce
to
the
lea
cha
te,
Jon
es
an
d W
ag
en
er
are
n
ot
sam
pli
ng
th
e
foll
ow
ing
as
is r
eq
uir
ed
:
• F
at,
oil
, g
rea
se,
wa
xes
an
d
lik
e s
ub
sta
nce
s
• S
ulp
hid
es
• H
yd
rog
en
su
lph
ide
•
Su
bst
an
ces
fro
m
wh
ich
hy
dro
ge
n
cya
nid
e
can
b
e
lib
era
ted
in
th
e
dra
ina
ge
MV
A
s p
er
respo
nse
to O
bje
ctio
n 1
2,
cla
use r
ef
184
abo
ve
, le
acha
te
mon
ito
rin
g i
s un
de
rta
ken
sep
ara
tely
(o
uts
ide o
f th
e w
ate
r qu
alit
y m
on
ito
rin
g)
by
Eku
rhu
len
i an
d
En
viroS
erv
to
de
term
ine
co
mp
lian
ce
fo
r d
ispo
sa
l.
32
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ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
inst
all
ati
on
, se
we
r a
nd
se
we
r
tre
atm
en
t w
ork
s
• F
orm
ald
eh
yd
e
• S
usp
en
de
d s
oli
ds
• N
ick
el
• Z
inc
• C
ob
alt
• S
ele
niu
m
• M
oly
bd
en
um
• A
lum
iniu
m
• S
ilv
er
• T
un
gst
en
• T
ita
niu
m.
O
bje
ctio
n
12
2
04
Th
e s
ite
insp
ect
ion
ge
ne
rate
d
the
fo
llo
win
g
fin
din
gs
in
reg
ard
to
wa
ter
ma
na
ge
me
nt
on
sit
e:
MV
T
he
se
com
me
nts
re
late
to
cu
rre
nt
op
era
tion
s a
nd
C
ell
7.
No
resp
on
se r
eq
uired
fro
m J
&W
.
33
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ctio
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om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
•
Th
e
dir
ty/c
lea
n
wa
ter
sep
ara
tio
n
syst
em
is
n
ot
ad
eq
ua
tely
m
ain
tain
ed
, a
nd
po
llu
ted
wa
ter
wil
l b
e l
ea
vin
g t
he
sit
e (
cle
ar
ev
ide
nce
o
f o
ve
rto
pp
ing
o
f
the
V d
rain
alo
ng
th
e r
oa
d o
n
the
Ma
rsa
la s
ide
of
the
sit
e)
• P
oo
r m
ain
ten
an
ce o
f cl
ea
n
an
d d
irty
wa
ter
dra
ins.
•
Sil
t d
ep
osi
tio
n
in
cle
an
wa
ter
dra
ins
•
Cu
t-o
ff
be
rm
alo
ng
th
e
we
ste
rn
ed
ge
o
f th
e
wa
ste
no
t si
led
a
nd
v
eg
eta
ted
resu
ltin
g i
n
con
tam
ina
tio
n r
un
nin
g o
nto
the
‘cl
ea
n’
are
a
• E
rosi
on
in
th
e r
eh
ab
ilit
ate
d
are
as
resu
ltin
g i
n s
ilta
tio
n
•
No
re
gu
lar
mo
nit
ori
ng
o
f
an
y o
ff-s
ite
su
rfa
ce w
ate
r
•
No
m
on
ito
rin
g
of
‘cle
an
’
run
off
le
av
ing
sit
e
• N
o f
orm
al
con
tin
ge
ncy
pla
n
for
lea
cha
te i
n t
he
ev
en
t o
f
da
m o
ve
rto
pp
ing
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CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
• L
ev
els
on
th
e l
ea
cha
te d
am
ap
pe
ar
to
sho
w
pa
st
lev
els
hig
he
r th
an
th
e
pe
rmit
ted
fre
eb
oa
rd
• T
wo
of
the
co
nta
min
ate
d
wa
ter
ma
na
ge
me
nt
po
nd
s
ha
ve
be
en
re
mo
ve
d f
or
the
con
stru
ctio
n o
f C
ell
7 –
th
is
pre
sen
ts
a
con
cern
a
rou
nd
dir
ty
wa
ter
con
tain
me
nt
cap
aci
ty
•
Are
as
ab
ov
e
the
o
ffic
es,
be
low
th
e
V
dra
in
(wh
ich
rep
ort
ed
ly in
dic
ate
s th
e e
dg
e
of
the
lin
ed
are
a)
ha
d w
ast
e o
n t
he
m.
So
me
o
f th
e
surf
ace
w
ate
r
po
llu
tio
n
ma
y
als
o
be
att
rib
ute
d
to
the
u
se
of
con
tam
ina
ted
sto
rmw
ate
r a
s
du
st s
up
pre
ssio
n. I
f th
e w
ate
r
is s
ou
rce
d f
rom
CS
WD
C,
this
is
als
o
con
tam
ina
ted
w
ith
lea
cha
te.
Ob
ject
ion
12
207
No
in
ve
stig
ati
on
s h
av
e b
ee
n
un
de
rta
ke
n
wit
h
reg
ard
to
the
su
rfa
ce
wa
ter
po
llu
tio
n
MV
N
o r
esp
on
se
re
qu
ire
d f
rom
J&
W.
35
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ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
ide
nti
fie
d
du
rin
g
the
exp
an
sio
n s
tud
ies.
O
bje
ctio
n
12
208
Th
e
exis
ten
ce
of
Gro
un
dw
ate
r co
nta
min
ation
an
d
its
incre
asin
g t
rend
ha
s b
ee
n
ide
ntified
fo
r m
an
y yea
rs,
ho
weve
r E
nviro
serv
sta
ted
in t
he a
ud
it th
at
Jone
s an
d
Wa
gen
er
are
st
ill
inve
stig
atin
g
the
p
ossib
le
ca
use
s.
Th
is h
as b
ee
n t
he
sta
tus
quo
sin
ce
prio
r to
th
e
he
igh
t e
xte
nsio
n
app
lica
tion
as
is r
eco
rde
d
in
the
D
WS
co
rre
spo
nd
en
ce a
nd
in
th
e
wa
ter
qu
alit
y re
po
rts
an
d
aud
its, a
nd
mo
re th
an
like
ly
sin
ce
in
cep
tion
. T
he
so
urc
e
ha
s no
t b
ee
n
de
term
ined
and
me
asu
res
to cea
se
and
cap
ture
th
e
co
nta
min
ate
d
wa
ter
have
ne
ver
be
en
pu
t in
to p
lace.
AH
A
de
cre
ase
in E
C c
on
centr
atio
ns (
do
wn
wa
rd tre
nd)
ca
n b
e s
ee
n in
b
ore
ho
les
CL
07
-42
D,
CL
06
-41
D,
CL
06
-40
S,
CL
06
-40
D
sin
ce
201
6. A
do
wn
wa
rd tre
nd
in C
L07
-42
S c
an
be
ob
serv
ed
fro
m 2
01
9.
To
fit
a t
rend
line t
hro
ug
h t
he e
ntire
da
tase
t ig
nore
s t
he s
ho
rte
r-te
rm v
aria
tion
ind
ica
ting
a d
ecre
ase
in g
rou
nd
wate
r m
ine
ralis
ation
. T
he
refo
re,
this
sta
tem
ent
is
no
t a
cco
un
ting
for
the
late
st
de
velo
pm
ents
in
site
m
an
ag
em
en
t.
Add
itio
na
lly,
a
see
pa
ge
bla
nke
t sys
tem
ha
s b
ee
n i
nsta
lled
at
the
site
and
Ce
lls 5
and
6
ha
ve s
ub
soil
see
pa
ge
ca
ptu
re s
yste
ms.
T
he
refo
re,
this
cla
use h
as n
o m
erit.
Ob
ject
ion
12
209
Th
e
Hyd
rog
eo
log
ica
l in
ve
stig
atio
n
und
ert
ake
n
for
the
Exp
an
sio
n p
roje
ct is
m
od
elle
d
ba
sed
o
n
AH
T
his
sta
tem
ent in
th
e h
yd
rog
eo
log
ica
l re
po
rt o
f 20
19
su
gg
est
s th
at
ong
oin
g u
pda
te a
nd
re
finem
en
t of
the
mod
el
wo
uld
be
ben
eficia
l in
accu
rate
ly c
alc
ula
ting
pote
ntia
l fu
ture
eff
ect
s o
f th
e f
acili
ty a
s ill
ustr
ate
d b
y th
e p
hra
se “
upd
ate
d d
uring
op
era
tion”.
Th
is d
oes n
ot
imp
ly th
at th
e c
urr
en
t da
ta is
insuff
icie
nt to
con
str
uct
a m
ode
l wh
ich
36
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
ca
lcu
late
d
ba
ckg
roun
d
leve
ls.
Th
e r
epo
rt s
tate
s:
‘Th
e
num
erica
l m
od
el
sh
ou
ld be
upd
ate
d d
urin
g
ope
ration
o
f th
e
CL
S
No
rth
ern
E
xpa
nsio
n
by
usin
g
the
mea
su
red
se
ep
ag
e
vo
lum
es,
wa
ter
leve
ls
and
d
rilli
ng
an
d
pum
p
test
in
form
atio
n
to
re-c
alib
rate
and
refin
e t
he
impa
ct
pre
dic
tion.4
5”A
cco
rdin
gly
, th
e
asse
ssm
en
t is
le
ft
han
gin
g,
is
relia
nt
upo
n
sig
nific
an
t fu
rth
er
inve
stig
atio
n
an
d
can
no
t b
e r
elie
d u
pon
.
will
se
rve i
ts f
un
ctio
n o
f de
term
inin
g p
ote
ntia
l fu
ture
eff
ect
s bu
t d
oe
s i
mp
ly t
ha
t co
ntin
ua
l e
xpa
nsio
n o
f th
e a
va
ilab
le d
ata
set
will
e
nsu
re c
ontin
ua
lly a
ccu
rate
mo
de
l ca
lcu
lation
s. T
his
is a
n in
he
ren
t re
qu
irem
en
t fo
r num
erica
l m
od
elli
ng
a
s
site
con
ditio
ns
will
co
ntin
uo
usly
ch
an
ge
du
rin
g o
pe
ration
s a
nd
th
ere
is n
o w
ay o
f p
red
ictin
g a
nom
alo
us e
ven
ts in
th
e d
aily
ope
rations o
f th
e s
ite e
.g.
po
tentia
l de
po
sitio
n s
che
du
le c
ha
nge
s o
r a
ccid
en
tal
dam
ag
e t
o
infr
astr
uctu
re.
Th
ese
eve
nts
co
uld
in
fluen
ce
the
mod
elle
d r
esu
lts
in v
ariou
s w
ays.
To
ca
tego
rica
lly s
tate
tha
t th
is lim
itation
of
futu
re
info
rma
tion
re
nd
ers
the
mo
de
l as u
nre
liab
le is
exp
ressly
fa
lse
. It
is
recom
men
de
d th
at
the
re
vie
we
r re
fers
to
th
e w
ork
o
f D
iers
ch
(20
13
) to
ob
tain
mo
re i
nfo
rmatio
n o
n t
he
im
po
rta
nce
of
mo
de
l ca
libra
tion
a
nd
ho
w
this
re
late
s
to
the
de
term
ina
tion
of
rep
rese
nta
tive
ne
ss o
f th
e n
atu
ral s
yste
m w
ith the
da
ta a
va
ilab
le a
t th
e
tim
e
of
mo
de
l con
str
uction
. S
ectio
n
7
of
the
20
19
hyd
rog
eo
log
ica
l re
po
rt d
ea
ls w
ith
th
is c
on
cept.
T
he
refo
re,
this
cla
use h
as n
o m
erit.
Ob
ject
ion
12
216
Du
e
to
the
w
ell
do
cum
ente
d
his
toric
an
d
ong
oin
g
wa
ter
po
llution
, a
nd
th
e
cert
ain
ty
tha
t it
will
co
ntinu
e
thro
ugh
th
e
inte
gra
tion
of C
ell
7 a
nd
the
expa
nsio
n in
to t
he
exis
ting
CL
S th
e
app
lica
tion
mu
st
be
refu
sed
.
AH
P
ollu
tion p
resen
ce c
an
on
ly b
e c
ert
ain
on
ce it
has b
ee
n m
ea
sure
d.
Th
e o
bje
ctio
n s
tate
me
nt
is f
als
e a
nd c
an
no
t be
gua
rante
ed n
or
pro
ven
. F
urt
he
rmo
re, a
decre
ase
in E
C c
on
centr
atio
ns (
do
wn
wa
rd
tre
nd
) ca
n b
e s
ee
n in
bo
reho
les C
L07
-42
D, C
L0
6-4
1D
, C
L06
-40S
, C
L0
6-4
0D
sin
ce
201
6.
A d
ow
nw
ard
tre
nd
in
CL0
7-4
2S
ca
n b
e
ob
serv
ed
fro
m 2
019
. T
o f
it a
tre
nd
line
th
roug
h t
he
entire
da
tase
t ig
no
res
the
sh
ort
er-
term
va
ria
tion
in
dic
atin
g
a
de
cre
ase
in
g
roun
dw
ate
r m
ine
ralis
atio
n.
Th
ere
fore
, th
is
sta
tem
en
t is
no
t a
ccou
ntin
g f
or
the
late
st de
ve
lopm
en
ts in
site
ma
na
ge
me
nt.
Th
ere
fore
, th
is c
lau
se h
as n
o m
erit.
O
bje
ctio
n
15
257
.1 B
ulle
t 6
His
torica
l In
ade
qu
ate
e
ng
inee
rin
g
and
d
esig
n
CC
R
efe
r to
re
spo
nse
to
Cla
use 5
8.
37
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
(pa
rtic
ula
rly w
ith
re
fere
nce
to th
e o
rig
ina
l lin
er)
; O
bje
ctio
n
15
257
.3
It s
ho
uld
als
o b
e n
ote
d tha
t th
e e
xpan
sio
n p
igg
y ba
cks
on
to
the
e
xis
ting
la
ndfill
and
can
no
t th
ere
fore
b
e
iso
late
d
in
term
s o
f th
e o
rig
ina
l lin
er
and
le
acha
te
colle
ctio
n
syste
ms e
tc w
hic
h h
ave
bee
n
ide
ntified
a
s in
ade
qu
ate
in
se
vera
l o
f th
e
do
cum
en
ts
revie
wed
. T
he
sam
e issue
s a
pp
ly t
o
Ce
ll 7
, w
hic
h d
oe
s no
t fo
rm
pa
rt
of
the
expa
nsio
n
pro
po
sa
l bu
t n
on
eth
ele
ss
sig
nific
an
tly
incre
ase
s
the
imp
act
s o
n
the s
ite.
CC
R
efe
r to
re
spo
nse
to
Cla
use 5
8.
Ob
ject
ion
15
257
.8 B
ulle
t 3
Evid
en
ce to
pro
ve
sta
bili
ty
CC
R
efe
r to
re
spo
nse
to
Ann
exu
re K
– K
6 S
tab
ility
be
low
.
Co
nclu
sio
n
271
Th
e
pro
po
sed
m
itig
atio
n
mea
su
res a
re n
o d
iffe
ren
t to
wha
t h
as b
ee
n i
n p
lace
sin
ce
incep
tion
, e
xcep
t fo
r th
e
up
gra
de
d
line
rs o
n e
rf 3
35
. T
he
re i
s n
o g
ua
ran
tee
that th
e li
ne
rs
will
be
10
0%
CC
It
is a
ccep
ted
in
tern
atio
na
lly t
ha
t lin
ers
can
no
t b
e 1
00
% e
ffe
ctive
a
nd
he
nce
th
e p
hilo
sop
hy o
f a
n a
cce
pta
ble
lea
kage
ra
te, m
itig
ate
d
thro
ugh
go
od
Co
nstr
uction
Qua
lity A
ssu
ran
ce,
is p
reva
len
t.
Th
ere
fore
, th
is c
om
me
nt ha
s n
o m
erit.
38
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
effe
ctive,
and
n
ot
fail
to
so
me
deg
ree.
The
lin
er
is
limited
to
the
3.2
ha
of
erf
3
35
an
d w
ill n
ot
add
ress
the
o
ng
oin
g
po
llutio
n
of
in
exce
ss
of
R1
.3 m
illio
n t
on
s o
f w
ast
e
co
ntr
ibu
ting
to
the
exis
ting
C
LS
on
the
exis
ting
lo
w
pe
rfo
rma
nce
cla
y
on
ly
and
d
efe
ctiv
e
lea
cha
te c
olle
ction
syste
m.
An
ne
xu
re F
O
bje
ctio
n
12
An
ne
xure
F
Ke
y
find
ing
s C
om
me
nt 1
Ke
y F
ind
ing
s:
Su
rface
wa
ter
issue
s:
1.
A m
ajo
r con
ce
rn i
s w
hy
on
ly a
sin
gle
gra
b-s
am
ple
is
re
po
rted
on i
n t
erm
s o
f th
is
spe
cific
ap
plic
ation
, a
nd
no
t th
e
en
tire
w
ate
r q
ua
lity m
on
ito
ring
d
ata
set
go
ing b
ack to a
t le
ast 2
00
6
(an
d
mo
re
recen
tly
reve
ale
d d
ata
, no
t in
clu
de
d
in
initia
l th
is
app
lica
tion
rep
ort
, to
19
93
– b
ore
ho
le
mon
ito
rin
g d
ata
go
ing to 2
6
Octo
be
r 1
99
3 –
Ann
exu
re
5).
T
his
re
qu
ire
s a
m
ajo
r
MV
T
he m
ost
rece
nt
da
ta is
repo
rte
d o
n d
ue
to
the
re o
nly
be
ing t
hre
e
sa
mp
le r
uns u
nd
ert
aken
fo
r th
e p
ropo
sed
expa
nsio
n p
roje
ct
for
off
site
sam
plin
g p
oin
ts o
ne o
f w
hic
h w
as
no
t a
va
ilab
le a
t th
e t
ime
of
writing
but
ind
icate
d a
s s
uch
in t
he r
ep
ort
. T
he
re w
ere
on
ly t
wo
da
ta
po
ints
a
vaila
ble
, w
hic
h
did
no
t a
llow
fo
r sea
sona
l a
sse
ssm
en
t. P
lea
se r
efe
r to
re
spo
nse
abo
ve, O
bje
ction
12 c
lau
se
ref
19
5,
Ap
ril
sam
plin
g r
un
ind
ica
ted
wa
s t
he
wo
rst
in t
erm
s o
f p
ollu
tion n
ote
d o
f th
e th
ree s
am
plin
g r
un
s.
39
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_O
bje
ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
revis
ion
an
d
up
da
ting
o
f th
at
asp
ect o
f th
e r
epo
rt.
a. D
eta
iled tre
nd
s a
na
lysis
, se
aso
na
l pa
rtitio
nin
g
of
da
ta
(to
a
ccou
nt
for
se
aso
na
l re
lative
co
nce
ntr
ation
/dilu
tion
o
f p
ollu
tants
, ru
no
ff
issue
s,
etc
.) a
re r
eq
uire
d.
O
bje
ctio
n
12
An
ne
xure
F
Ke
y
find
ing
s co
mm
ent
2
Ke
y F
ind
ing
s:
Su
rface
wa
ter
issue
s:
2.
To
q
uo
te
Aristo
tle,
“a
sin
gle
sw
allo
w d
oe
s no
t a
su
mm
er
ma
ke
”,
an
d
like
wis
e,
a
sin
gle
g
rab
-sa
mp
le/s
na
p-s
ho
t o
f th
e
su
rfa
ce
wa
ter
qu
alit
y is
u
nfo
rtun
ate
an
d
ma
kes
it d
ifficu
lt fo
r th
e co
mp
ete
nt
au
tho
rities
to
ma
ke
an
info
rmed
a
sse
ssm
en
t o
n
the
me
rits
o
f th
is
app
lica
tion
. M
ore
o
n
this
la
ter.
P
lea
se r
efe
r to
respo
nse
in K
ey f
ind
ing
s C
om
me
nt 1
abo
ve
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
3
A
ba
selin
e
asse
ssm
en
t d
oe
s
no
t in
clu
de
th
e
de
line
atio
n
of
sensitiv
e
are
as s
uch
as w
etla
nd
s o
r th
e a
sse
ssm
ent
of
aq
ua
tic
eco
log
y.
MV
K
T
A s
ep
ara
te w
etla
nd
stu
dy (
i.e. R
ep
ort
No
. JW
100
/19
/60
07
-25
) w
as
und
ert
aken
fo
r th
e e
xpa
nsio
n p
roje
ct.
A s
ep
ara
te A
qu
atic a
sse
ssm
en
t w
as u
nd
ert
aken
by t
he
No
rth
-W
est
Un
ive
rsity W
ate
r R
esea
rch
Gro
up
(N
WU
, 201
9)
40
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bje
ctio
n C
om
ments
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
On
ly
wa
ter
qua
ntity
an
d
qua
lity
have
b
ee
n
asse
sse
d in
th
is r
epo
rt.
Th
ere
fore
, th
is c
om
me
nt ha
s n
o m
erit.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
4
Su
rface
wa
ter
impa
ct
asse
ssm
en
t: “
No
te tha
t th
e
asse
ssm
en
t of
the
de
com
mis
sio
nin
g a
nd p
ost
clo
su
re
ph
ase
s
of
the
pro
ject
is
spe
cific
ally
e
xclu
ded
fr
om
th
is
asse
ssm
en
t.”
Th
ese
a
spects
sh
ou
ld
ide
ally
be
asse
ssed
in
term
s of
the
lon
ge
r te
rm
impa
cts
to
th
e
su
rro
un
din
gs
(ne
igh
bo
urs
a
nd
en
viron
me
nt)
.
MV
P
lea
se
refe
r to
se
ction
8
o
f th
e
su
rfa
ce
wate
r re
po
rt
(i.e
. JW
09
0/1
9/6
007
-24
).
Co
nst
ructio
n,
ope
ratio
n,
de
com
mis
sio
nin
g
and
po
st c
losu
re p
ha
ses w
ere
asse
sse
d.
Th
e s
tate
me
nt
on P
ag
e
2 w
as i
nclu
de
d e
rron
eo
usly
. H
ow
eve
r, t
his
do
es n
ot
affe
ct
the
essen
ce of
the
re
po
rt,
as th
e a
spe
cts
a
re in
clu
de
d in
a la
ter
se
ction
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
5
“Th
e
po
ten
tia
l im
pa
cts
ass
oci
ate
d w
ith
th
e p
rop
ose
d
pro
ject
w
ere
a
sse
sse
d.
Imp
act
s w
ere
a
sse
sse
d
for
the
co
nst
ruct
ion
a
nd
op
era
tio
na
l p
ha
ses.
Po
ten
tia
l
imp
act
s w
ere
de
tail
ed
, th
en
mit
iga
tio
n
me
asu
res
de
scri
be
d,
wit
h
resi
du
al
imp
act
s th
en
b
ein
g
ass
ess
ed
.”
Ho
w
we
re
the
im
pa
cts
ass
ess
ed
?
–
De
tail
s n
ot
MV
P
lea
se
refe
r to
se
ctio
n
8.2
of
the
su
rfa
ce
wa
ter
rep
ort
(i.e
. JW
09
0/1
9/6
007
-24
) w
he
re th
e m
eth
od
olo
gy
for a
sse
ssin
g im
pa
cts
a
s w
ell
as r
atin
g s
yste
m (
by S
LR
Co
nsu
ltin
g)
used a
re p
rovid
ed
.
41
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
pro
vid
ed
. T
his
n
ee
ds
to
be
che
cke
d a
nd
exp
lain
ed
in
th
e
rep
ort
O
bje
ctio
n
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
6
“In
a
dd
itio
n…
a
larg
e
po
rtio
n
of
the
site
(a
pp
roxim
ate
ly
two
-th
ird
s)
ha
s
bee
n
infille
d
with
bu
ildin
g
rub
ble
an
d
wh
eth
er
we
tlan
d
ha
bita
t w
as p
resen
t h
isto
rica
lly i
n
this
are
a is u
nkno
wn.”
W
hy w
as
his
torica
l im
ag
ery
n
ot che
cked
?
KT
H
isto
rica
l im
age
ry,
datin
g b
ack t
o 2
002
, w
as i
nve
stiga
ted
. T
he
are
a w
as a
lre
ad
y d
istu
rbe
d,
alth
ou
gh
to
a le
sse
r de
gre
e,
in 2
002
. It
is d
ifficu
lt t
o d
ete
rmin
e,
from
th
e h
isto
rica
l im
age
ry a
vaila
ble
, if
se
ep
wetlan
ds
we
re p
rese
nt
in t
he
are
a c
urr
en
tly
occup
ied
by t
he
ille
ga
l dum
pin
g. T
he
re
leva
nce
of th
is s
tate
men
t is
que
stion
ab
le a
s th
e a
rea
ha
s b
een
dis
turb
ed f
or
ove
r 15
yea
rs.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
7
“Th
e s
yste
m i
s n
ow
fed
by
sto
rmw
ate
r en
terin
g
at
po
int
loca
tion
s a
s o
ppo
sed
to d
iffu
se f
low
(re
fer
to t
he
we
tlan
d
rep
ort
JW
10
0/1
9/6
007
-25
).”
Are
th
ere
im
pa
cts
a
sso
cia
ted
w
ith
the
sto
rmw
ate
r –
ha
ve
these
bee
n q
ua
ntified
?
KT
B
ase
line
se
ctio
n
de
tails
th
e
cu
rren
t w
ate
r qu
alit
y.
Att
ribu
ting
/ap
po
rtio
nin
g im
pa
ct to
CL
S is
no
t re
ally
po
ssib
le.
In a
dd
itio
n,
this
is a
cu
rre
nt
sta
tus a
ssessm
en
t o
f th
e s
yste
m.
It is
hig
hly
im
pa
cte
d f
rom
a f
low
pe
rspe
ctive a
nd
wa
ter
qu
alit
y.
Th
at
is
ind
icate
d in
the
rep
ort
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
8
La
st
thre
e b
ulle
t po
ints
are
n
ot
en
tire
ly
rele
van
t o
r va
lid,
as
wh
ile t
he
are
a o
f th
e c
atc
hm
en
t th
at
will
be
de
velo
ped
is
sm
all,
th
e
po
tentia
l im
pa
cts
m
ay b
e
ve
ry
sig
nific
an
t g
ive
n
the
MV
A
su
rfa
ce w
ate
r im
pact
asse
ssm
en
t co
vers
tw
o a
sp
ects
: su
rfa
ce
wa
ter
qu
alit
y a
nd
su
rfa
ce
wa
ter
qua
ntit
y. T
he
last th
ree
bu
llets
are
re
levan
t p
rim
arily
to
su
rfa
ce
wa
ter
qu
an
tity
. R
efe
r to
Ob
jection
12, cla
use re
f 19
5 in
term
s o
f dete
rio
rating
wa
ter
qua
lity.
42
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_O
bje
ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
typ
e o
f e
fflu
en
t p
ote
ntia
lly
em
ana
ting
fr
om
la
ndfill
site
s.
Th
is
is
eve
n
mo
re
rele
van
t,
giv
en
tha
t th
ere
a
re
alre
ad
y
tre
nd
s
of
incre
asin
g p
ollu
tion
an
d a
s n
ote
d i
n r
ep
ort
s a
nd
fro
m
the a
uth
oritie
s.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
9
Co
nfid
en
ce
in
MA
R
estim
atio
ns
for
the
site
s u
sin
g S
CS
are
pre
sum
ab
ly
qu
ite
low
g
iven
th
e
qua
rryin
g
act
ivitie
s u
pstr
eam
a
nd
th
e a
lte
red
na
ture
of
the s
ite -
is t
his
lo
w
con
fiden
ce
sta
ted
exp
licitly
and
is
it s
uitab
le
for
qu
an
tity
ca
lcu
lation
s,
giv
en t
hat
the
se m
ay h
ave
sig
nific
an
t im
pa
cts
on
run
off
fr
om
th
e
site
an
d
hen
ce
im
pa
cts
to
wa
ter
reso
urc
es/e
nvironm
en
t.
It
mig
ht
be
arg
ued
th
at
mo
re
de
taile
d
ana
lyse
s
are
n
ee
de
d g
iven
the
ris
k t
ha
t h
is p
ose
s fo
r do
wn
str
eam
p
ollu
tion/r
uno
ff.
MV
W
e c
on
sid
er th
e m
od
elli
ng
ap
pro
ach
used
to
be
ade
qu
ate
in te
rms
of
qua
ntify
ing
the
cu
rre
nt
and
pote
ntia
l fu
ture
im
pa
cts
on
su
rfa
ce
wa
ter
qua
ntit
y re
late
d to
th
e e
xpan
sio
n p
roje
ct. T
he m
ode
llin
g
accou
nte
d f
or
the v
aried
ca
tchm
en
t ch
ara
cte
ristics,
inclu
din
g t
he
qua
rry.
The
site
is
sma
ll in
e
xte
nt
in
rela
tion
to
the
en
tire
ca
tchm
ent,
wh
ich is a
lso
hig
hly
im
pa
cte
d.
Th
is is n
ot
to im
ply
tha
t it is a
cce
pta
ble
to
fu
rth
er
impa
ct
an
alrea
dy im
pacte
d c
atc
hm
en
t.
Mitig
ation
m
ea
su
res a
re st
ipu
late
d to
m
inim
ise
im
pa
cts
o
f th
e
expa
nsio
n p
roje
ct.
Ob
ject
ion
12
An
ne
xure
F
Th
e
sta
tem
en
t is
m
ad
e
that:
MV
T
he m
ost
rece
nt
da
ta is
repo
rte
d o
n d
ue
to
the
re o
nly
be
ing t
hre
e
sa
mp
le r
uns u
nd
ert
aken
fo
r th
e p
ropo
sed
expa
nsio
n p
roje
ct
for
off
site
sam
plin
g p
oin
ts o
ne o
f w
hic
h w
as
no
t a
va
ilab
le a
t th
e t
ime
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ctio
n C
om
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JE
CT
ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
De
taile
d
revie
w
co
mm
ent
10
CL
S ha
s an
a
ctiv
e w
ate
r q
ua
lity
mo
nito
rin
g
syst
em
in
pla
ce a
nd r
eco
rds d
ata
q
ua
rte
rly.
Ba
selin
e
wa
ter
qua
lity s
am
plin
g d
ata
tha
t is
re
leva
nt to
su
rfa
ce w
ate
r w
as
ext
racte
d
from
th
is
da
taba
se a
nd a
na
lyse
d.
Ho
we
ve
r, T
ab
le 4
.7.3
a a
nd
b
sho
ws
surf
ace
w
ate
r q
ua
lity
resu
lts
from
w
ha
t a
pp
ea
rs t
o
be a sin
gle
(M
arc
h 2
01
9)
sa
mp
le
run
(a
t le
ast
in
Ta
ble
4.7
.3b
., T
ab
le a
, is
u
ncle
ar,
and
als
o r
efe
rs t
o
a J
anu
ary
, M
arc
h a
nd A
pril
sa
mp
ling
….?
T
his
ne
ed
s cla
rity
an
d d
efin
itio
n).
of
writing
but
ind
icate
d a
s s
uch
in t
he r
epo
rt.
Fu
rth
er
no
his
toric
wa
ter
qu
alit
y m
on
itorin
g o
f o
ffsite
po
ints
ha
s b
een
ca
rrie
d o
ut
as
CL
S. P
lea
se r
efe
r to
re
spo
nse
abo
ve, O
bje
ction
12
cla
use
re
f 19
5
in w
hic
h it
is s
ho
wn tha
t th
e A
pril s
am
plin
g r
un
wa
s th
e w
ors
t o
f th
e
thre
e,
relo
okin
g a
t a
ll re
sults.
Ple
ase
re
fer
to s
ection
4.7
.3 w
he
re t
he T
ab
les
are
exp
lain
ed
as
follo
ws:
Fo
r T
ab
le 4
.7.3
.a
“Th
e m
ost
rece
nt
on
site
su
rfa
ce w
ate
r m
on
ito
ring
data
th
at
was
ava
ilab
le a
re p
resen
ted in th
e T
ab
le 4
.7.3
.a. It is im
po
rtan
t to
no
te
that re
cen
t d
ata
(i.e
. M
arc
h 2
019
) w
as o
nly
ava
ilable
fo
r C
L5
1 a
nd
CL
57.
Mo
nito
rin
g l
oca
tion C
L52 o
nly
ha
s re
cen
t d
ata
fo
r p
H a
nd
EC
as J
anu
ary
and
Ap
ril
are
ind
ica
tor
mon
ths,
th
ere
fore
oth
er
co
nstit
ue
nts
we
re n
ot
teste
d”
Fo
r T
ab
le 4
.7.3
.b
“Th
e o
ffsite m
on
ito
ring l
oca
tion
s con
sis
t o
f o
nly
tw
o s
am
ple
run
s th
at w
ere
ca
rrie
d o
ut in
Ma
rch
and
Ap
ril 2
01
9. S
am
ple
s w
ere
ta
ken
in M
ay 2
01
9 b
ut t
he
re
sults w
ere
no
t ava
ilab
le a
t the
tim
e o
f w
riting
. T
he
m
ost
rece
nt
resu
lts
(i.e
. A
pril
201
9)
are
p
rovid
ed
an
d
asse
sse
d.”
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
11
Ea
rlie
r in
th
e r
ep
ort
(P
age
i S
yno
psis
), it is
sta
ted
tha
t:
Jo
ne
s
&
Wa
ge
ne
r h
ave
bee
n
invo
lve
d
in
the
mon
ito
rin
g
of
both
g
roun
dw
ate
r a
nd
su
rface
J&
W h
ave
be
en
in
volv
ed
in
the
mon
ito
ring
fo
r b
oth
gro
und
wate
r a
nd
su
rfa
ce
wa
ter.
Ho
weve
r, th
e s
urf
ace
wa
ter
his
torica
l sam
plin
g
da
ta o
nly
co
ve
rs t
he
on
-site
sam
plin
g p
ositio
ns.
Ad
diti
ona
l su
rface w
ate
r sa
mp
ling
fo
r o
ff-s
ite s
am
plin
g l
oca
tion
s w
as c
arr
ied
ou
t fo
r th
e e
xpa
nsio
n p
roje
ct.
D
ue
to
th
e lim
ited
tim
e
44
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ctio
n C
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ments
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CT
ION
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PE
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IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
wa
ter
at
the
C
LS
sin
ce
200
6.
Su
rfa
ce
wa
ter
mon
ito
rin
g r
esu
lts f
rom
th
e
CL
S a
rea i
nd
ica
te t
ha
t th
e
su
rfa
ce
wa
ter
qu
alit
y is
cu
rre
ntly
imp
act
ed
…..
” S
o
firs
tly,
the
re
is
an
ackno
wle
dg
em
ent
tha
t su
rfa
ce
wa
ter
qu
alit
y is
IM
PA
CT
ED
. W
hy
the
n
ha
s
no
co
mp
reh
en
siv
e r
evie
w a
nd
tre
nd
ana
lysis
of
the
wa
ter
qua
lity d
ata
fr
om
200
6 t
o
no
w
bee
n
un
de
rta
ken
in
this
w
ork
, w
he
re
an
y sig
nific
an
t an
d
em
erg
ing
wa
ter
qu
alit
y is
sue
s s
hou
ld
or
cou
ld
ha
ve
bee
n
ide
ntified
, h
igh
ligh
ted
an
d
rep
ort
ed o
n in
th
is r
epo
rt.
fra
me
o
nly
th
ree
sam
plin
g
run
s
we
re
un
de
rta
ken
. La
bo
rato
ry
ana
lysis
re
su
lts fo
r on
e o
f th
e s
am
plin
g r
un
s w
ere
no
t a
va
ilab
le a
t th
e t
ime
of
writing
of
the r
ep
ort
.
Th
ere
we
re o
nly
tw
o d
ata
po
ints
ava
ilab
le,
wh
ich
did
no
t a
llow
fo
r se
aso
na
l a
sse
ssm
en
t. P
lea
se
refe
r to
re
spon
se
ab
ove
, O
bje
ctio
n
12
cla
use
re
f 1
95
, in
wh
ich
it
is s
ho
wn
tha
t th
e A
pril sa
mp
ling
run
wa
s th
e w
ors
t o
f th
e th
ree.
Th
e su
rface
w
ate
r re
po
rt re
com
men
ds
the
am
end
me
nt
of
the
mon
ito
rin
g
pro
gra
mm
e
to
inclu
de
off
-site
sa
mp
ling
. T
his
h
as
su
bse
qu
en
tly b
ee
n im
ple
men
ted
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
12
It is
a r
ea
l d
eficie
ncy
of
the
stu
dy t
ha
t on
ly s
ing
le g
rab
sa
mp
le
(sn
ap
sho
t)
from
re
sp
ect
ive
site
s,
an
d
a
sin
gle
sea
son
(an
d i
n t
he
ab
sen
ce
of
inte
gra
ted
bio
mon
ito
ring
d
ata
–
see
late
r com
men
ts)
wa
s ta
ken
and
is
d
ee
me
d
to
be
a
ma
jor
flaw
in
th
e
P
lea
se r
efe
r to
co
mm
ent a
bo
ve a
s w
ell
as
Ob
jectio
n 1
2, cla
use r
ef
An
ne
xure
F: K
ey f
ind
ing
s C
om
me
nt
1
45
6007-0
29-2
0-T
N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
asse
ssm
en
t o
f su
ch
a
pro
po
sed
un
de
rta
kin
g (
the
ope
ration
a
nd
th
en
expa
nsio
n o
f th
e C
LS
), a
nd
pa
rtic
ula
rly
wh
en
it
is
ackno
wle
dg
ed
th
at
the
re is
at
lea
st
13
yea
rs
of
ava
ilab
le
da
ta
(200
6
to
201
9)
to
dra
w
bro
ad
er
asse
ssm
en
ts
an
d
co
nclu
sio
ns f
rom
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
13
Th
e J
&W
15
Aug
ust
201
6
rep
ort
(A
nn
exu
re 5
) sh
ow
s g
roun
dw
ate
r d
ata
g
oin
g
ba
ck to
19
93
. G
iven
th
at
this
data
is a
vaila
ble
, w
hy
ha
s
no
com
pre
hen
siv
e
ana
lysis
be
en
u
nd
ert
ake
n
– a
s de
taile
d a
bo
ve.
MV
P
lea
se n
ote
th
at
this
is
gro
und
wate
r d
ata
an
d n
ot
su
rfa
ce w
ate
r d
ata
.
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
14
Ma
ny
ele
vate
d p
ara
mete
rs
in C
L51
, C
L5
2 a
nd
C
L5
7
wh
ich
m
atc
h
sig
na
ture
o
f e
levate
d
leve
ls
in
off
site
p
oin
ts C
hlo
or
WQ
1 -
WQ
3
MV
P
lea
se r
efe
r to
sum
ma
rise
d ta
bu
late
d w
ate
r qu
alit
y r
esu
lts fo
r th
e
site
as w
ell
as O
bje
ction
12
Cla
use
ref 19
5 a
bo
ve. T
he
da
ta s
ho
ws
that
the
re
is
no
dire
ct
evid
en
ce
to
ma
ke
this
sta
tem
en
t w
ith
ce
rta
inty
.
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
15
No
t cle
ar
wh
at
the
re
sults
we
re
for
the
V
ola
tile
O
rgan
ic
Hyd
roca
rbon
s w
ere
fo
r th
e s
ite C
L5
7 fro
m
tab
le
–
e.g
. X
yle
ne
, T
ou
len
e a
nd
Cym
ene
MV
P
lea
se re
fer
to T
ab
le 4
.7.3
.b in
th
e su
rfa
ce w
ate
r re
po
rt (i.e
. JW
09
0/1
9/6
007
-24
).
The
se
we
re a
na
lyse
d a
t th
e s
am
plin
g p
oin
t C
L5
7 b
ut n
ot
de
tecte
d a
s in
dic
ate
d in t
he
ta
ble
.
46
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N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
16
E.c
oli
–
tota
l co
lifo
rms
–
po
ssib
ly du
e to
a
le
akin
g
se
we
r p
ipe…
.or
wa
ste
. T
his
is n
ot a
t a
ll cle
ar
an
d if
th
ese
are
so h
igh,
wh
y a
re
the
se
pa
ram
ete
rs
no
t b
ein
g a
sse
sse
d i
n/a
t site
s C
L5
1,
CL
52 a
nd C
L5
7? T
o
tra
ck
sou
rce
s
of
this
co
nta
min
ation
an
d
diffe
ren
tiate
th
e
sou
rce
s a
nd
risks
to
the
su
rro
un
din
g e
nvironm
en
t.
MV
T
he
se c
on
stitu
en
ts d
o n
ot
form
pa
rt o
f th
e m
on
ito
rin
g p
rog
ram
me
at
CL
S a
nd
the
refo
re a
re n
ot
ana
lysed
at
the o
nsite
sam
plin
g
loca
tion
s.
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
17
TP
H r
an
ge
org
an
ics C
10
-C
40
o
bse
rved
an
d
in
excee
da
nce
o
f gu
ide
line
ran
ge
s
–
this
w
ill
have
impa
cts
o
n
rece
ivin
g
aqu
atic
eco
syste
m
bio
ta.
We
ak e
xpla
na
tion g
iven fo
r th
ese
e
xcep
tion
s
- A
re
pe
tro
leum
w
ast
es
in
the
lan
dfill
or
he
avy m
ach
ine
ry
used
in
the
are
a
MV
P
lea
se r
efe
r to
sum
ma
rised
ta
bu
late
d w
ate
r qu
alit
y r
esu
lts
for
the
site
as w
ell
as O
bje
ctio
n1
2 C
lau
se r
ef
195
ab
ove
. It
is i
nd
icate
d
that
the
gu
ide
line
lim
its h
ave
bee
n e
xcee
de
d a
nd
are
po
tentia
lly
due
to
CL
S o
pe
ration
s b
ut
the
lig
ht
ind
ustr
ies i
n t
he
are
a c
ann
ot
be
ru
led o
ut.
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
18
Ele
vate
d E
C a
t site
Ch
loo
r W
Q1
–
sug
ge
sts
co
nta
min
ation
fro
m the
site
is
n
ot
entire
ly
con
tain
ed
. T
his
is
a
cle
arly
a
ma
jor
wa
ter
po
llution
con
ce
rn.
Fro
m the
rep
ort
:
MV
P
lea
se r
efe
r to
ob
jection
12
, cla
use
re
f 1
95
47
6007-0
29-2
0-T
N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Oth
er
ino
rga
nic
co
nstit
ue
nts
th
at
we
re
hig
hly
e
leva
ted
a
t b
oth
o
ffsite
a
nd
o
nsite
lo
ca
tion
s…
. A
ga
in
this
w
ou
ld
be
a
co
nce
rn
and
n
o
rea
l/satisfa
cto
ry
exp
lan
ation
s
giv
en
for
the
se issue
s a
nd
ho
w t
he
y a
re b
ein
g d
ea
lt w
ith.
Ob
ject
ion
12
An
ne
xure
F
D
eta
iled
re
vie
w
co
mm
ent
19
Ha
loge
na
ted
h
yd
roca
rbo
ns,
P
oly
cyclic
A
rom
atic
Hyd
roca
rbon
s a
nd
T
PH
a
ll a
ttribu
ted
to
su
rro
un
din
g li
gh
t in
du
str
ies
in
the
are
a.
Su
rely
th
is
co
uld
als
o b
e a
s a
resu
lt o
f th
e
lan
dfill
itse
lf an
d
the
wa
ste
con
tain
ed
the
rein
/lea
cha
te.
Th
is
doe
sn
’t seem
to
b
e
ackno
wle
dg
ed
a
s a
po
ssib
ility
.
MV
P
lea
se r
efe
r to
sum
ma
rised
ta
bu
late
d w
ate
r qu
alit
y r
esu
lts
for
the
site
as w
ell
as
Ob
jectio
n1
2 C
lause r
ef
19
5 a
bove
Im
pa
cts a
re
po
tentia
lly f
rom
bo
th C
LS
as
we
ll as lig
ht
ind
ust
ries in
th
e a
rea
.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
20
CL
S h
as a
pe
rmit t
o p
um
p
ind
ust
ria
l e
fflu
en
t/le
ach
ate
in
to
the
m
un
icip
al
sew
er
syste
m – ho
we
ver
it w
as
sta
ted
ea
rlie
r th
at
the
se
we
r syste
m
ma
y
be
lea
kin
g –
th
us th
is w
ast
e
MV
L
ea
cha
te w
ill c
on
tinu
e t
o b
e d
isch
arg
ed
in
to t
he
se
we
r syste
m in
ord
er
to e
nsu
re t
he
ris
k o
f sp
ill f
rom
th
e C
SW
D is le
ss t
han
2%
in
an
y
one
ye
ar.
T
he
refo
re
in
Se
ctio
n
8
of
the
repo
rt,
impa
ct
asse
ssm
en
t, it
is s
tate
d th
at:
“- A
ll p
ipe
line r
ou
tes
will
be i
nsp
ecte
d r
egu
larly
to e
nab
le e
arly
de
tection
of
lea
ks”
48
6007-0
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0-T
N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
ma
y ve
ry lik
ely
be e
nte
rin
g
the
d
ow
nstr
eam
d
rain
ag
e
ch
an
ne
ls
as
diffu
se
flo
w
and
be
resp
on
sib
le
for
the
ele
vate
d le
vels
of
org
an
ics
and
ino
rga
nic
s o
bse
rved
at
Ch
loo
r W
Q1
a
nd
C
hlo
or
WQ
3.
Th
e
lea
kin
g
pip
es
ma
y a
lso
be
ma
inta
inin
g a
n
art
ific
ial w
etland
syste
m o
n
site
. •
Le
ach
ate
tan
ks
will
be a
b
ette
r m
ana
gem
en
t syste
m.
Will
w
ast
e
dis
cha
rge
in
to
the
se
we
r syste
m c
ea
se?
If
no
t, t
his
is
re
com
men
de
d
“- A
n in
spe
ction
an
d m
ain
tena
nce
pla
n w
ill b
e im
ple
me
nte
d o
n the
sto
rm w
ate
r sys
tem
an
d t
he
CS
WD
to
en
sure
th
at
the
syste
m
rem
ain
s op
era
tio
na
l, un
blo
cked
and
fr
ee flo
win
g a
t a
ll tim
es –
m
on
thly
in
spe
ctio
ns w
ill b
e u
nde
rta
ken
” “-
Ma
inta
in p
erm
it to
pum
p to
se
we
r, r
en
ew
pe
rmit
tim
eou
sly
.”
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
22
Cle
an
wate
r d
ive
rsio
n
ca
na
ls
tha
t w
ill
colle
ct
cle
an
ru
no
ff
and
d
ive
rt
it a
roun
d t
he
dirty
are
as.
• Is
w
ate
r qu
alit
y m
on
ito
rin
g i
nclu
ded
in t
he
sto
rmw
ate
r p
lan?
• R
ecen
t on
-site
vis
it an
d
pho
tos
illu
str
ate
s h
ow
p
oo
rly
this
is
b
ein
g
man
ag
ed
and
th
e p
ote
ntia
l th
is
ha
s fo
r po
llution
to
MV
A
su
rfa
ce
w
ate
r q
ua
lity
mon
ito
ring
p
rog
ram
me
w
ill
be
imp
lem
ente
d, a
s d
eta
iled
in S
ectio
n 1
0 o
f th
e s
urf
ace
wa
ter
repo
rt,
to d
ete
ct an
y im
pa
cts
.
49
6007-0
29-2
0-T
N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
su
rro
un
din
g
wa
ter
syste
ms.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
23
Th
e
inflo
w
po
int
of
the
“cle
an
sto
rmw
ate
r” is
at th
e
po
int
whe
re
the
le
akin
g
se
we
r p
ipe
is –
not
sure
of
the
p
ositio
nin
g
of
this
e
xis
ting
ou
tflo
w
po
int.
Se
we
r p
ipe
sho
uld
b
e
inve
stig
ate
d
and
fixe
d
to
pre
ven
t co
nta
min
atio
n
of
cle
an
sto
rmw
ate
r d
ischa
rge
MV
A
s p
er
resp
on
se O
bje
ction
12,
An
ne
xu
re F
D
eta
iled
re
vie
w c
om
men
t 20
ab
ove
. W
e a
re n
ot
su
re w
he
re t
he
lea
kin
g p
ipe
is
an
d t
he
refo
re t
he f
ollo
win
g w
as r
eco
mm
end
ed
in
S
ectio
n 8
of th
e r
ep
ort
, (im
pa
ct a
sse
ssm
en
t):
“All
pip
elin
e ro
ute
s w
ill b
e in
spe
cted
re
gu
larly to
e
na
ble
ea
rly
de
tection
of
lea
ks”
“An
in
spe
ctio
n a
nd
ma
inte
na
nce
pla
n w
ill b
e im
ple
me
nte
d o
n t
he
sto
rm w
ate
r sys
tem
an
d t
he
CS
WD
to
en
sure
th
at
the
syste
m
rem
ain
s op
era
tio
na
l, un
blo
cked
and
fr
ee flo
win
g a
t a
ll tim
es –
m
on
thly
in
spe
ctio
ns w
ill b
e u
nde
rta
ken
” “M
ain
tain
pe
rmit
to p
um
p to
se
we
r, r
en
ew
pe
rmit t
imeo
usly
.”
Th
e s
ew
er
pip
e r
efe
rre
d to
is a
mun
icip
al p
ipe a
nd is
not o
wne
d b
y E
nviro
serv
. E
nviro
serv
co
ntinu
ou
sly
eng
ag
es
with t
he
Eku
rhu
len
i M
un
icip
alit
y.
O
bje
ctio
n
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
24
It
is
assu
me
d
tha
t co
nsid
era
tio
n w
as
giv
en
to
the
le
ve
ls o
n s
ite t
o a
llow
fo
r th
e
pro
po
sed
SW
m
an
ag
em
ent
syste
m t
o b
e
imp
lem
ente
d.
Cu
rre
ntly t
his
is n
ot
cle
arly
de
fined
/men
tion
ed
.
CC
and
MV
C
on
tou
rs w
ere
used
to a
sse
ss
dire
ctio
n o
f flo
w.
Wh
ere
dra
ins
are
n
ot flo
win
g in
th
e d
ire
ctio
n o
f th
e f
all
of th
e la
nd
, th
e d
rain
s c
an
be
gra
de
d t
o f
all
in th
e c
orr
ectio
n d
ire
ctio
n.
Ob
ject
ion
12
An
ne
xure
F
Se
ctio
n
5.5
: A
tten
ua
tion
ma
y n
ee
d to
be
co
nsid
ere
d
to
en
su
re
tha
t po
st
MV
T
his
is
co
vere
d b
y th
e fo
llow
ing
sta
tem
en
t o
n p
ag
e 6
1 o
f th
e
su
rfa
ce w
ate
r re
po
rt:
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
De
taile
d
revie
w
co
mm
ent
25
de
velo
pm
ent
flow
s d
o n
ot
excee
d
pre
d
eve
lopm
en
t flo
ws.
Aga
in
no
t cle
arly
de
fined
or
me
ntio
ne
d.
“Th
e d
eve
lop
me
nt
will
ne
ed
to c
on
sid
er
the
ma
nag
em
en
t o
f sto
rm
wa
ter e
nte
ring
th
e d
ow
nstr
eam
we
tlan
d (
i.e
. th
e u
nn
am
ed
trib
uta
ry
to t
he J
ukske
i R
ive
r) a
s ru
no
ff w
ate
r flo
ws p
ast
the
site
an
d m
ay
be
con
cen
trate
d.
Me
asu
res
for
en
erg
y d
issip
atio
n
ap
pro
pria
te
ero
sio
n p
rote
ction
sh
ou
ld b
e c
on
sid
ere
d.”
N
ote
tha
t th
e s
torm
wate
r m
an
ag
em
en
t p
lan
is c
on
cep
tua
l at
this
sta
ge
. T
he
se a
spe
cts
sh
all
cert
ain
ly b
e t
ake
n i
nto
co
nsid
era
tion
du
ring
de
taile
d d
esig
n.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
27
Mo
nito
rin
g o
f su
rfa
ce an
d
gro
un
dw
ate
r sho
uld
b
e
inclu
de
d i
n t
he o
pe
ration
al
/co
nst
ructio
n p
ha
ses
MV
P
lea
se re
fer to
the
imp
act a
sse
ssm
en
t ta
ble
s p
age
84
, 86, 1
02
an
d
106
whe
re m
on
itorin
g i
s i
nclu
de
d u
nd
er
the
mitig
ation
mea
su
res
for
con
str
uction
and
op
era
tion
al p
ha
ses.
“-W
ate
r q
ua
lity m
on
ito
ring
will
be
un
de
rta
ken
dow
nstr
ea
m o
f th
e
co
nstr
uction
are
as, b
efo
re a
nd d
urin
g c
on
str
uct
ion w
he
re p
ract
ica
l, in
ord
er
to d
ete
ct a
ny
incre
ase
in
su
spen
de
d s
olid
s o
r tu
rbid
ity.
“
-A
su
rfa
ce
w
ate
r q
ua
lity
mo
nito
rin
g
pro
gra
mm
e
will
be
imp
lem
ente
d,
as d
eta
iled
in
Se
ctio
n 1
0,
to d
ete
ct
an
y i
mpa
cts
d
uring
op
era
tion
s”
O
bje
ctio
n
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
28
Imp
act
1
A
–
PC
1
Po
st
Clo
sure
–
P
ote
nti
al
for
po
or
qu
ali
ty
lea
cha
te
–
Imp
act
o
n
surf
ace
w
ate
r
qu
ali
ty
Th
e
du
rati
on
fo
r b
oth
o
f
the
se
asp
ect
s a
sse
sse
d
(be
fore
a
nd
a
fte
r
ma
na
ge
me
nt)
a
re
ass
ess
ed
as
SH
OR
T T
ER
M.
MV
A
cco
rdin
g to
the
impa
ct ra
ting
crite
ria u
sed
“S
ho
rt-t
erm
: o
ccu
rs fo
r m
ore
th
an
1 b
ut
less t
ha
n 5
ye
ars
. R
eve
rsib
le o
ver
tim
e.”
Hen
ce
the s
ho
rt te
rm d
ura
tion
is a
pp
rop
ria
te.
No
te tha
t th
e b
asis
of th
e p
re-m
itig
atio
n im
pa
ct a
sse
ssm
en
t is
th
at
the s
ite w
ill b
e d
esig
ne
d to
be
leg
ally
com
plia
nt a
s a
min
imum
. T
he
ca
se
a
sse
ssed
is
th
ere
fore
w
ith
m
inim
um
re
qu
ire
d con
tro
ls in
p
lace. T
he
impa
ct a
sse
ssm
ent is
th
en o
n the
basis
of th
ese fa
ilin
g.
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Th
is i
s ch
all
en
ge
d,
as
this
ha
s th
e p
ote
nti
al
to b
e a
LON
G T
ER
M i
ssu
e
Dit
to a
s a
bo
ve
fo
r:
Imp
act
1
A
an
d
B
–
D1
De
com
mis
sio
nin
g
an
d
Clo
sure
P
ha
se
–
Ge
ne
ral
de
com
mis
sio
nin
g
an
d
reh
ab
ilit
ati
on
– I
mp
act
on
surf
ace
wa
ter
qu
ali
ty
An
d
Imp
act
1A
an
d B
– P
C1
Po
st
Clo
sure
–
P
ote
nti
al
for
po
or
qu
ali
ty
lea
cha
te
–
Imp
act
o
n
surf
ace
w
ate
r
qu
ali
ty
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
29
Po
tentia
l im
pa
cts
to
Wa
ter
Qu
alit
y cu
rren
tly
an
d
co
nsid
ering
th
e
expa
nsio
ns
larg
ely
a
dd
ressed
, thou
gh
no
bio
ta
or
bio
log
ica
l sam
plin
g
co
nsid
ere
d in
the
cu
rre
nt o
r fu
ture
m
on
ito
rin
g
pro
gra
mm
e
or
aq
ua
tic
asse
ssm
en
ts
con
du
cte
d
by J
&W
. D
iato
ms
or
SA
SS
sh
ou
ld
be
inclu
ded
into
the
rou
tine
wa
ter
qua
lity
mon
ito
rin
g
MV
an
d
WM
(N
WU
) T
his
is a
su
rfa
ce w
ate
r re
po
rt a
nd o
n p
age
2 it is
no
ted
tha
t :
“Th
is
su
rfa
ce w
ate
r stu
dy d
oe
s no
t in
clu
de t
he
de
line
atio
n o
f sen
sitiv
e
are
as
su
ch a
s w
etlan
ds, o
r th
e a
sse
ssm
en
t o
f aq
ua
tic e
co
log
y.”
A
sep
ara
te A
qu
atic a
sse
ssm
en
t w
as u
nd
ert
aken
by t
he
No
rth
-W
est
Un
ive
rsity W
ate
r R
ese
arc
h G
roup
(N
WU
, 2
01
9).
In t
erm
s of
the
mo
nito
ring
p
rog
ram
me
, th
e
aq
ua
tic
specia
list
Wyna
nd
Ma
lhe
rbe
(N
WU
) h
igh
ligh
ts t
hat
the
SA
SS
5/F
RA
I m
eth
odo
log
y is
for
pe
ren
nia
l syste
ms.
In th
e a
bse
nce o
f flo
w d
ata
, it
wa
s h
is
op
inio
n th
at th
ese s
yste
ms w
ou
ld m
ostly
be
pe
rennia
l du
e to r
uno
ff
fro
m t
he a
rea
. F
urt
he
rmo
re,
the
re a
re n
o a
ccepte
d m
eth
od
s t
o
de
term
ine
th
e P
ES
in
non
-pe
renn
ial
syste
ms,
esp
ecia
lly i
n l
ow
d
ive
rsity
urb
an s
yst
em
s. H
e a
gre
es
with th
e r
evie
we
r th
at d
iato
ms
wo
uld
be a
via
ble
lon
g-t
erm
too
l to
use
fo
r b
iom
on
itorin
g p
urp
ose
s
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
pro
gra
mm
e –
see
se
ctio
n
10
.1.2
- t
he
latt
er
if the
re is
eno
ug
h
flo
w.
Re
com
men
da
tion
to
in
clu
de
bo
th if
po
ssib
le a
nd
esta
blis
h T
PC
’s fo
r th
ese
pa
ram
ete
rs th
at can
info
rm
ada
ptive
man
ag
em
ent.
of
the
site a
nd t
hat
qua
rte
rly
dia
tom
s sam
plin
g s
hou
ld b
e p
art
of
bio
mon
ito
ring
pro
gra
mm
e.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
30
Little c
on
sid
era
tion
giv
en
to
the
po
ssib
ility
th
at th
e c
ells
co
uld
be
le
akin
g
or
the
se
we
r p
ipe
b
elo
w
An
ke
r R
oa
d
–
in
to
wh
ich
the
lea
cha
te/ind
ust
ria
l e
fflu
en
t is
pum
ped
. T
his
sho
uld
be
inve
stig
ate
d
an
d
mon
ito
red
.
MV
A
s p
er
ou
r re
spon
se a
bo
ve, O
bje
ction
12
, A
nn
exure
F
De
taile
d r
evie
w c
om
me
nt
23
: T
his
is
co
vere
d
und
er
Se
ctio
n
8
of
the
re
po
rt
in
the
im
pa
ct
asse
ssm
en
t, p
ag
e 8
7 w
he
re i
t is
re
com
me
nd
ed
th
at
all
pip
elin
e
rou
tes w
ill b
e in
spe
cte
d re
gu
larly to
ena
ble
ea
rly d
ete
ction
of le
aks.
Ob
ject
ion
12
An
ne
xure
F
De
taile
d
revie
w
co
mm
ent
31
Co
nfirm
un
its
of
Du
tch
Inte
rve
ntion
an
d
SA
NS
sta
nd
ard
s
som
e
larg
e
dis
cre
pa
ncie
s
–
e.g
. C
op
pe
r. N
ot
sure
wh
y th
e
DW
S
TW
QR
fo
r aq
ua
tic
syste
ms
wa
sn
’t used
?
Th
ese
va
lue
s
sho
uld
b
e
co
nsid
ere
d (
CE
V a
nd A
EV
va
lues e
spe
cia
lly)
an
d a
lso
tho
se
limits
fo
r in
du
str
ial
dis
cha
rge? W
hat
doe
s th
e
WU
LA
spe
cify
MV
an
d
WM
(N
WU
) T
he
SA
NS
is in
mg
/l th
e la
b p
rovid
ed
µ/l a
nd
the
asse
ssm
en
t w
as
ca
rrie
d o
ut on
µ/l a
nd
th
ere
fore
hig
hlig
hte
d in
th
e T
ab
le. T
he
refo
re,
we
con
firm
th
at a
ll un
its w
ere
co
rre
ct an
d th
e a
sse
ssm
en
t do
es
no
t ch
an
ge
. (T
his
is e
vid
ent in
the
ta
ble
whe
n c
on
sid
erin
g th
e v
alu
es).
A
sep
ara
te A
qu
atic a
sse
ssm
en
t w
as u
nd
ert
aken
by t
he
No
rth
-W
est
Un
ive
rsity W
ate
r R
esea
rch G
rou
p (
NW
U,
201
9).
Th
e T
arg
et
Wa
ter
Qua
lity
Re
qu
irem
en
ts
for
Aq
ua
tic
Eco
syste
ms
(DW
AF
, 1
99
6)
we
re u
tilis
ed in
the
aq
ua
tic a
ssessm
en
t.
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Oth
er
leg
isla
tion
to
co
nsid
er:
-
Na
tion
al E
nvironm
en
tal
Ma
nag
em
ent:
Wa
ste
A
ct
(No
. 59
of 2
00
8)
(NE
M:
WA
) -
Th
rou
gh
th
e r
egu
latio
n o
f w
aste
m
an
ag
em
ent,
in
clu
din
g
dis
posa
l of
wa
ste
, w
ate
r re
so
urc
es a
re p
rote
cte
d.
Du
mp
ing
of
wa
ste
, an
d
va
rio
us
oth
er
activitie
s
wh
ich
may a
ffe
ct
we
tlan
ds, a
re
pro
hib
ited
.
- S
patia
l Pla
nn
ing
and
L
an
d U
se M
an
ag
em
ent
Act
(No
. 16
of 2
01
3)
(SP
LU
MA
) -
SP
LU
MA
is
the f
ram
ew
ork
le
gis
latio
n r
egu
latin
g
lan
d u
se p
lann
ing
in
So
uth
Afr
ica.
KT
N
ote
d,
leg
isla
tio
n h
as b
ee
n ta
ken in
to c
on
sid
era
tio
n.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Min
or
ed
it -
The
acro
nym
P
CD
s n
eed
s to
be in
clu
de
d
to
the
list
of
acro
nym
s.
[PC
D
=
Po
llution
C
on
tro
l D
am
].
KT
N
ote
d
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JE
CT
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ca
pab
ility
S
tud
y O
bje
ctio
n
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Min
or
ed
it -
Th
e r
efe
rence
of
Macfa
rlan
e e
t a
l (2
00
9)
sh
ou
ld b
e M
acfa
rla
ne
et
al
(20
08
).
KT
N
ote
d
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
- F
rom
the
re
vie
w o
f th
e
evid
en
ce p
rovid
ed
and
th
e in
terr
oga
tion
of
the
site
on
Goo
gle
Ea
rth
, co
nto
ur
data
, an
d 1
:50
000
to
po
gra
ph
ica
l rive
rs
ve
cto
r da
ta,
on
e m
ay
que
stion
th
e
cla
ssific
atio
n o
f an
un
-ch
an
ne
lled v
alle
y b
ottom
(U
CV
B)
hyd
ro-
geo
mo
rph
ic (
HG
M)
un
it.
Giv
en t
he
po
sitio
n in
th
e
lan
dsc
ap
e, an
d the
a
bse
nce
of a
cle
ar
ch
an
ne
l en
terin
g the
su
gg
este
d U
CV
B,
it
wo
uld
ap
pe
ar
that
the
HG
M u
nit
is lik
ely
to
be
a s
ee
pa
ge
we
tlan
d,
or
mo
re s
pe
cific
ally
a
KT
-
Cu
rre
nt con
tou
r da
ta, a
nd
da
ta f
rom
as
far
ba
ck a
s 2
00
2,
hig
hlig
hts
the
dis
turb
an
ce in
th
e to
po
gra
ph
y o
f th
e c
atc
hm
en
t,
sp
ecific
ally
up
str
eam
. T
he w
etla
nd
syste
m is loca
ted
with
in a
va
lley a
nd
inp
uts
are
la
rge
ly f
rom
sto
rmw
ate
r, s
ew
age
an
d
se
ep
ag
e fro
m th
e a
dja
cen
t qu
arr
y. B
ased
on
th
e d
istu
rba
nce
o
f th
e s
ite,
the
imp
act on
th
e u
pstr
eam
catc
hm
en
t, t
he
art
ific
ial
inp
uts
to
th
e w
etla
nd
syste
m o
ccu
rrin
g a
t va
rio
us lo
ca
tion
s,
J&
W h
ave
asse
ssed
th
e H
GM
un
it a
s a
n u
ncha
nne
lled
va
lley
bo
ttom
we
tlan
d w
ith s
eep
we
tlan
ds
en
tering
the
un
cha
nn
elle
d
va
lley b
ottom
sys
tem
. T
he
re
vie
we
r d
id n
ote
tha
t: “
Sh
ou
ld the
site
ha
ve b
een
mis
cla
ssifi
ed,
it is e
xpe
cte
d to
ha
ve little im
pa
ct
on
the
rep
ort
as a
who
le”.
-
55
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bje
ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
va
lley h
ea
d s
ee
pa
ge
w
etlan
d.
Th
e
au
tho
rs
corr
ectly
hig
hlig
ht
the
a
rtific
ial
enh
an
cem
en
t d
ue
to
sto
rm
wa
ter
dis
cha
rge
s.
Th
e
exte
nsiv
e
de
velo
pm
en
t in
th
e
catc
hm
ent
of
the
we
tlan
d,
the
a
rtific
ial
enh
an
cem
en
t o
f th
e
syste
m,
and
th
e
dis
turb
ance
to
so
ils w
ou
ld
ma
ke
it
cha
llen
gin
g
to
cla
ssify t
he
w
etlan
d H
GM
u
nits.
In-f
ield
ve
rifica
tion
wo
uld
be
requ
ired
to
co
nfirm
th
e
HG
M
un
its.
Sh
ou
ld t
he
HG
M u
nit h
ave
bee
n
mis
cla
ssifie
d,
it
is
un
like
ly
to
ha
ve
a
sig
nific
an
t im
pa
ct
to
the
ou
tcom
es
of
the
w
etlan
d
sp
ecia
lists
stu
dy.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Wh
ile
cle
ar
evid
ence
o
f w
etlan
d
ind
ica
tors
w
as
pre
sen
ted
, it
wo
uld
h
ave
bee
n u
sefu
l to
in
clu
de t
he
sp
ecia
lists
’ fie
ld n
ote
s fro
m
the
a
sse
ssm
ent
as
an
app
en
dix
to th
e rep
ort
. Th
is
wo
uld
ha
ve a
dd
ed
va
lue
to
KT
N
ote
d
Va
lley F
loo
r
56
6007-0
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bje
ctio
n C
om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
the
re
po
rt,
as t
he
in
clu
sio
n
of a s
um
ma
ry o
f fie
ld n
ote
s a
llow
s f
or
the i
nte
rro
ga
tion
of
the
fin
din
gs a
t ea
ch
of
the
sam
ple
site
s u
sed
to
d
elin
ea
te a
nd
a
sse
ss
the
we
tlan
d.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Acc
ord
ing
to
th
e N
EM
A
req
uir
em
en
ts li
ste
d a
t th
e
sta
rt o
f th
e r
ep
ort
, F
igu
re
6.3
d s
ho
uld
pro
vid
e a
n
ide
nti
fica
tio
n o
f a
ny
are
as
to
be
av
oid
ed
, in
clu
din
g
bu
ffe
rs.
- T
he
fig
ure
pro
vid
es n
o
ide
ntifica
tion o
f bu
ffe
r zo
ne
s.
KT
B
uffe
r zon
es
we
re e
xclu
ded
fo
r a s
eve
ral r
ea
son
s. T
he
se r
ea
son
s co
uld
ha
ve
bee
n in
clu
ded
in
th
e r
epo
rt t
o p
rovid
e t
he
re
ad
er
with
a
n o
pp
ort
un
ity t
o b
ett
er
und
ers
tand
th
e r
ole
of
a b
uffe
r a
nd
why it
wa
s n
ot
seen
as r
eq
uired
or
of
rele
van
ce
to
th
is a
sse
ssm
en
t.
Som
e o
f th
e m
ain
fu
nct
ions o
f b
uff
ers
in
clu
de (
Ma
cfa
rlan
e a
nd
Bre
din
, 2
01
7):
-
Pro
vid
ing
hab
itat
for
aq
ua
tic a
nd
se
mi-aqu
atic s
pecie
s.
- P
rovid
ing
hab
itat
for
terr
estr
ial sp
ecie
s.
- P
rovid
ing
a r
an
ge
of a
ncill
ary
so
cie
tal b
en
efits
. T
he u
pstr
eam
ca
tch
me
nt
is c
om
ple
tely
de
velo
ped a
nd t
he
re is n
o
na
tura
l h
ab
itat
rem
ain
ing
in
the
pro
po
sed
foo
tprin
t fo
r N
ort
he
rn
Expa
nsio
n 1
A,
the a
rea i
s c
urr
en
tly
occ
up
ied b
y lig
ht
ind
ust
ria
l a
ctivitie
s. S
hou
ld th
e foo
tprin
t b
e r
ed
uce
d to
allo
w fo
r a b
uffe
r zo
ne
non
e o
f th
ese f
un
ctio
ns
will
be
fu
lfill
ed
due
to
no n
atu
ral
ha
bita
t re
ma
inin
g. D
ow
nst
ream
of th
e p
ropo
sed
No
rthe
rn E
xpa
nsio
n 1
A is
A
nke
r ro
ad
, le
akin
g s
ew
er p
ipe
s, in
ade
qu
ate
mu
nic
ipa
l sto
rmw
ate
r d
rain
s,
a la
rge
are
a o
f ill
ega
l dum
pin
g (
4.3
ha
and
in
som
e a
rea
s a
s m
uch a
s 8
m d
eep
) a
nd
a q
ua
rry,
all
of
the
se a
ctivitie
s a
re
impa
cting
on
the
wetlan
d d
ow
nstr
eam
of
the p
ropo
sed
site
.
A b
uff
er
zone
ne
ed
s t
o b
e f
it fo
r pu
rpo
se
and
ab
le t
o m
itig
ate
p
ote
ntia
l im
pa
cts a
sso
cia
ted
with
a p
ropo
sed
de
ve
lopm
en
t. T
akin
g
57
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bje
ctio
n C
om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
the
pote
ntia
l im
pa
cts
into
con
sid
era
tion
, th
e r
ea
son
s f
or
exclu
din
g
a b
uffe
r zon
e a
re a
s fo
llow
s:
- B
uffe
r zo
ne
s d
o n
ot
ad
dre
ss g
roun
dw
ate
r con
tam
ina
tion
(M
acfa
rlan
e a
nd
Bre
din
, 2
01
7).
Mitig
atio
n m
ea
su
res h
ave
bee
n id
en
tified
in th
e J
&W
gro
un
dw
ate
r re
po
rt
(JW
10
9/1
9/6
007
-22
). T
he
se m
itig
ation
mea
su
res n
ee
d to
b
e s
ucce
ssfu
lly im
ple
men
ted
to
ad
dre
ss
the
se p
ote
ntia
l im
pa
cts
.
- M
acfa
rlan
e a
nd
Bre
din
(20
17
) sta
te th
at: “
Bu
ffe
rs d
o little
to
add
ress im
pa
cts
su
ch a
s h
yd
rolo
gic
al cha
ng
es
ca
use
d
by s
tream
flo
w r
ed
uctio
n a
ctivitie
s…
” . A
s d
iscusse
d in
th
e
J&
W s
urf
ace w
ate
r a
sse
ssm
en
t, th
e P
ha
se 1
A e
xpan
sio
n
will
re
su
lt in
a 0
.1%
red
uct
ion
in
ca
tchm
en
t a
rea
for
the
do
wnstr
ea
m w
etla
nd
s,
with
a r
esu
ltan
t re
du
ction
in M
AR
e
nte
rin
g t
he
syst
em
. In
the
su
rfa
ce w
ate
r a
sse
ssm
en
t, th
e
impa
ct
wa
s a
sse
sse
d a
s M
ed
ium
prio
r to
mitig
ation
an
d
Lo
w p
ost
-mitig
atio
n. M
itig
ation
mea
su
res ide
ntified
in
the
J&
W s
urf
ace w
ate
r re
po
rt (
JW
09
0/1
9/6
00
7-2
4)
mu
st b
e
su
cce
ssf
ully
imp
lem
en
ted
. -
Th
e c
lean
sto
rmw
ate
r w
ill b
e d
isch
arg
ed f
rom
site
at p
oin
t so
urc
e lo
cation
s. B
uff
er
zon
es a
re n
ot
app
rop
riate
fo
r m
itig
ating
aga
inst po
int sou
rce
dis
cha
rge
s (
Ma
cfa
rla
ne
and
Bre
din
, 20
17
). It
is im
po
rtan
t th
at th
e m
itig
ation
m
ea
su
res h
igh
ligh
ted in
the
su
rfa
ce w
ate
r sp
ecia
list
stu
dy,
fo
r e
xam
ple
th
e c
on
str
uctio
n o
f en
erg
y d
issip
atio
n
infr
astr
uctu
re, a
re im
ple
me
nte
d s
ucce
ssfu
lly
(JW
09
0/1
9/6
007
-24
).
* M
acf
arlane a
nd B
redin
. 2017. B
uff
er
Zone G
uid
elin
es for
Riv
ers
, W
etlands
and
Estu
aries. P
art
1: T
echnic
al M
anual.
WR
C R
eport
No. T
T 7
15-1
-17. M
ay 2
017.
58
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bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
EIS
sco
re-
Acc
ord
ing
to
Ta
ble
6-9
, 6
-10
, a
nd
6-1
1,
the
cha
nn
ell
ed
va
lle
y b
ott
om
ha
d a
Mo
de
rate
ov
era
ll
sco
re.
- H
ow
eve
r, t
he
ch
an
ne
lled v
alle
y b
ottom
wa
s r
ep
ort
ed t
o
ha
ve a
Hig
h o
vera
ll E
IS.
KT
N
ote
d.
The
Ch
an
ne
lled
Va
lley B
ottom
We
tland
ha
s a M
od
era
te
ove
rall
IS.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Re
fere
nce
no
t in
clu
de
d i
n
the
refe
ren
ce
list
- M
acfa
rlan
e e
t a
l., 20
16
KT
N
ote
d
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Th
e a
sse
ssm
en
t o
f
ap
pro
pri
ate
bu
ffe
r zo
ne
s fo
r
the
ext
en
sio
n o
f th
e
Ch
loo
rko
p L
an
dfi
ll S
ite
ha
s
no
t b
ee
n c
on
sid
ere
d i
n t
he
rep
ort
. T
he
ge
ne
ral
au
tho
risa
tio
n i
n t
erm
s o
f
sect
ion
39
of
the
Na
tio
na
l
Wa
ter
Act
, 1
99
8 (
Act
no
. 3
6
of
19
98
) fo
r w
ate
r u
ses
as
de
fin
ed
in
se
ctio
n 2
1(c
) o
r
sect
ion
21
(i)
(No
tice
50
9 o
f
KT
B
uffe
r zon
es
we
re e
xclu
ded
fo
r a s
eve
ral r
ea
son
s. T
he
se r
ea
son
s co
uld
ha
ve
bee
n in
clu
ded
in
th
e r
epo
rt t
o p
rovid
e t
he
re
ad
er
with
a
n o
pp
ort
un
ity t
o b
ett
er
und
ers
tand
th
e r
ole
of
a b
uffe
r a
nd
why it
wa
s n
ot
seen
as r
eq
uired
or
of
rele
van
ce
to
th
is a
sse
ssm
en
t.
Som
e o
f th
e m
ain
fu
nct
ions o
f b
uff
ers
in
clu
de (
Ma
cfa
rlan
e a
nd
Bre
din
, 2
01
7):
-
Pro
vid
ing
hab
itat
for
aq
ua
tic a
nd
se
mi-aqu
atic s
pecie
s.
- P
rovid
ing
hab
itat
for
terr
estr
ial sp
ecie
s.
- P
rovid
ing
a r
an
ge
of a
ncill
ary
so
cie
tal b
en
efits
.
59
6007-0
29-2
0-T
N057_r0
_O
bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
20
16
; 2
6 A
ug
ust
20
16
)
req
uir
es
tha
t a
lis
t o
f
do
cum
en
ts a
nd
ass
oci
ate
d
spre
ad
sh
ee
ts b
e u
sed
du
rin
g
the
ass
ess
me
nt
of
risk
s a
nd
mit
iga
tio
n o
f ri
sks.
Th
e
Na
tio
na
l G
uid
eli
ne
fo
r th
e
de
term
ina
tio
n o
f b
uff
er
zon
es
for
riv
ers
, w
etl
an
ds
an
d e
stu
ari
es
is l
iste
d a
s o
ne
of
the
do
cum
en
ts.
- A
ju
stifica
tion
sh
ou
ld b
e
pro
vid
ed
fo
r w
hy b
uffe
r zo
ne
s h
ave
no
t b
ee
n
co
nsid
ere
d fo
r th
e
asse
ssm
en
t of
risks a
nd
mitig
ation
of
risks.
Th
e u
pstr
eam
ca
tch
me
nt
is c
om
ple
tely
de
velo
ped a
nd t
he
re is n
o
na
tura
l h
ab
itat
rem
ain
ing
in
the
pro
po
sed
foo
tprin
t fo
r N
ort
he
rn
Expa
nsio
n 1
A,
the a
rea i
s c
urr
en
tly
occ
up
ied b
y lig
ht
ind
ust
ria
l a
ctivitie
s. S
hou
ld th
e foo
tprin
t b
e r
ed
uce
d to
allo
w fo
r a b
uffe
r zo
ne
non
e o
f th
ese f
un
ctio
ns
will
be
fu
lfill
ed
due
to
no n
atu
ral
ha
bita
t re
ma
inin
g. D
ow
nst
ream
of th
e p
ropo
sed
No
rthe
rn E
xpa
nsio
n 1
A is
A
nke
r ro
ad
, le
akin
g s
ew
er p
ipe
s, in
ade
qu
ate
mu
nic
ipa
l sto
rmw
ate
r d
rain
s,
a la
rge
are
a o
f ill
ega
l dum
pin
g (
4.3
ha
and
in
som
e a
rea
s a
s m
uch a
s 8
m d
eep
) a
nd
a q
ua
rry,
all
of
the
se a
ctivitie
s a
re
impa
cting
on
the
wetlan
d d
ow
nstr
eam
of
the p
ropo
sed
site
.
A b
uff
er
zone
ne
ed
s t
o b
e f
it fo
r pu
rpo
se
and
ab
le t
o m
itig
ate
p
ote
ntia
l im
pa
cts a
sso
cia
ted
with
a p
ropo
sed
de
ve
lopm
en
t. T
akin
g
the
pote
ntia
l im
pa
cts
into
con
sid
era
tion
, th
e r
ea
son
s f
or
exclu
din
g
a b
uffe
r zon
e a
re a
s fo
llow
s:
- B
uffe
r zo
ne
s d
o n
ot
ad
dre
ss g
roun
dw
ate
r con
tam
ina
tion
(M
acfa
rlan
e a
nd
Bre
din
, 2
01
7).
Mitig
atio
n m
ea
su
res h
ave
bee
n id
en
tified
in th
e J
&W
gro
un
dw
ate
r re
po
rt
(JW
10
9/1
9/6
007
-22
). T
he
se m
itig
ation
mea
su
res n
ee
d to
b
e s
ucce
ssfu
lly im
ple
men
ted
to
ad
dre
ss
the
se p
ote
ntia
l im
pa
cts
.
- M
acfa
rlan
e a
nd
Bre
din
(20
17
) sta
te th
at: “
Bu
ffe
rs d
o little
to
add
ress im
pa
cts
su
ch a
s h
yd
rolo
gic
al cha
ng
es
ca
use
d
by s
tream
flo
w r
ed
uctio
n a
ctivitie
s…
” . A
s d
iscusse
d in
th
e
J&
W s
urf
ace w
ate
r a
sse
ssm
en
t, th
e P
ha
se 1
A e
xpan
sio
n
will
re
su
lt in
a 0
.1%
red
uct
ion
in
ca
tchm
en
t a
rea
for
the
do
wnstr
ea
m w
etla
nd
s,
with
a r
esu
ltan
t re
du
ction
in M
AR
e
nte
rin
g t
he
syst
em
. In
the
su
rfa
ce w
ate
r a
sse
ssm
en
t, th
e
impa
ct
wa
s a
sse
sse
d a
s M
ed
ium
prio
r to
mitig
ation
an
d
Lo
w p
ost
-mitig
atio
n. M
itig
ation
mea
su
res ide
ntified
in
the
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
J&
W s
urf
ace w
ate
r re
po
rt (
JW
09
0/1
9/6
00
7-2
4)
mu
st b
e
su
cce
ssf
ully
imp
lem
en
ted
. -
Th
e c
lean
sto
rmw
ate
r w
ill b
e d
isch
arg
ed f
rom
site
at p
oin
t so
urc
e lo
cation
s. B
uff
er
zon
es a
re n
ot
app
rop
riate
fo
r m
itig
ating
aga
inst po
int sou
rce
dis
cha
rge
s (
Ma
cfa
rla
ne
and
Bre
din
, 20
17
). It
is im
po
rtan
t th
at th
e m
itig
ation
m
ea
su
res h
igh
ligh
ted in
the
su
rfa
ce w
ate
r sp
ecia
list
stu
dy,
fo
r e
xam
ple
th
e c
on
str
uctio
n o
f en
erg
y d
issip
atio
n
infr
astr
uctu
re, a
re im
ple
me
nte
d s
ucce
ssfu
lly
(JW
09
0/1
9/6
007
-24
).
* M
acf
arlane a
nd B
redin
. 2017. B
uff
er
Zone G
uid
elin
es for
Riv
ers
, W
etlands
and
Estu
aries. P
art
1: T
echnic
al M
anual.
WR
C R
eport
No. T
T 7
15-1
-17. M
ay 2
017.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
“Op
era
tio
na
l P
hase
-T
he
footp
rin
t o
f d
istu
rbed
are
as
will
b
e
min
imis
ed
to
th
e
footp
rin
t h
igh
ligh
ted
in
Fig
ure
1.1
.b”
is m
isle
ad
ing
. R
efe
ren
ce s
hou
ld b
e m
ad
e
to
the
M
ana
gem
en
t an
d
Mitig
ation
M
ea
sure
s p
rovid
ed
for
the
Co
nstr
uction
Pha
se
on t
he
sa
me
pag
e.
KT
N
ote
d.
The
ope
ration
al
Ph
ase
foo
tprin
t is
con
fine
d t
o N
ort
he
rn
Expa
nsio
n 1
A foo
tprin
t in
Fig
ure
1.1
b.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
“Co
nstr
uct
ion
Pha
se
- If
we
tlan
d
so
ils
are
to
b
e
rem
oved
, a
nd
u
sed
a
s ca
pp
ing
on
the
e
xis
ting
CL
S,
then
the
so
ils s
hou
ld
be
p
lace
d
as
qu
ickly
a
s p
ossib
le,
to
avo
id
dry
ing
KT
T
his
mitig
ation m
ea
su
re w
as r
ele
van
t if
the N
ort
he
rn E
xpa
nsio
n
Ph
ase
1b f
oo
tprin
t w
as in
clu
ded
in t
he
app
lica
tion
an
d i
f w
etlan
d
so
ils
we
re
pre
sen
t be
low
th
e
ille
ga
lly
du
mp
ed
ma
teria
l.
Th
e
app
lica
tion
on
ly i
nclu
de
s N
ort
he
rn E
xpan
sio
n P
ha
se
1A
an
d t
he
mitig
ation
mea
sure
is n
o lo
ng
er
of re
leva
nce
.
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CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ca
pab
ility
S
tud
y o
ut
of
the
cla
y”
is
co
nfu
sin
g.
An
e
xpla
na
tion
is
req
uired
to
e
xp
lain
w
he
re
the
w
etla
nd
so
ils
wo
uld
be
ob
tain
ed
fr
om
, a
nd
wh
y t
he
re
levan
t a
rea
ha
s n
ot
be
en
in
clu
de
d a
s p
art
of th
e “
No
-go
” zon
e.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
Min
or
ed
it
- E
rro
r!
Re
fere
nce
so
urc
e
no
t fo
un
d
KT
N
ote
d.
Th
e r
efe
ren
ce s
hou
ld b
e to
Fig
ure
7.a
.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
“Th
e P
ha
se 1
B f
oo
tpri
nt
is
the
refo
re t
o b
e l
oca
ted
wit
hin
th
e a
rea
co
ve
red
by
the
exi
stin
g i
nfo
rma
l d
um
p
of
bu
ild
ing
ru
bb
le (
Fig
ure
6.3
.d)”
. T
he
re
com
me
nd
ed
foo
tpri
nt
is n
ot
cle
arl
y
ind
ica
ted
in
Fig
ure
6.3
.d.
A
Fig
ure
co
nfirm
ing
th
e
recom
men
de
d
foo
tprin
t w
ou
ld
ad
d
va
lue
to
the
rep
ort
.
KT
N
ote
d.
No
rthe
rn E
xpan
sio
n P
ha
se 1B
is
no lo
ng
er
pa
rt of
the
app
lica
tion
.
Ob
ject
ion
12
An
ne
xure
F
His
toric
ae
ria
l im
ag
ery
co
uld
h
ave
b
ee
n u
sed
to
K
T
His
torica
l im
age
ry,
datin
g b
ack t
o 2
002
, w
as i
nve
stiga
ted
. T
he
are
a w
as a
lre
ad
y d
istu
rbe
d,
alth
ou
gh
to
a le
sse
r de
gre
e,
in 2
002
.
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
estim
ate
th
e
loss
of
we
tlan
d
hab
itat
fro
m
the
pro
po
sed
fo
otp
rin
t fo
r P
hase
1B
, w
hic
h i
s w
he
re
ille
ga
l / in
form
al d
um
pin
g o
f b
uild
ing
rubb
le
ha
s o
ccu
rred
.
It i
s d
ifficu
lt t
o d
ete
rmin
e,
from
th
e h
isto
rica
l im
age
ry a
vaila
ble
, if
se
ep
wetlan
ds
we
re p
rese
nt
in t
he
are
a c
urr
en
tly
occup
ied
by t
he
ille
ga
l dum
pin
g. A
ny w
etlan
d h
ab
itat in
th
is a
rea h
as b
ee
n lo
st du
e
to th
e exte
nt
of
ille
ga
l du
mp
ing
an
d lik
ely
pe
rman
en
ce
of
this
im
pa
ct.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 3
–
Re
vie
w
of
We
tla
nd
, S
oils
an
d
Lan
d
Ca
pab
ility
S
tud
y
In s
um
ma
ry:
- T
he
we
tlan
d,
so
il a
nd
la
nd c
ap
ab
ility
spe
cia
list
stu
dy
rep
ort
is a
co
mp
reh
en
siv
e r
epo
rt.
Th
e a
sse
ssm
en
ts
und
ert
aken
, w
hic
h
inclu
de
alm
ost a
ll of
the
a
ckno
wle
dg
ed
me
tho
ds
for
we
tland
a
sse
ssm
en
ts, p
rovid
e
cle
ar
evid
en
ce to
su
pp
ort
the
impa
ct
asse
ssm
en
t, a
nd
th
e
recom
men
da
tion
of
app
rop
riate
m
an
ag
em
ent
an
d
mitig
ating
mea
sure
s.
- T
he
auth
ors
sho
uld
be
g
ive
n a
n o
pp
ort
un
ity
to
exp
lain
why b
uffe
r zo
ne
s w
ere
no
t ta
ken
into
co
nsid
era
tion
as
KT
N
ote
d.
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IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
pa
rt o
f th
e s
pe
cia
list
asse
ssm
en
t.
O
bje
ctio
n
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
“Th
e P
ES
fo
r th
e r
ea
ch
wh
ere
th
e J
uk
ske
i R
ive
r is
join
ed
wa
s a
sse
sse
d a
s a
n
Eco
log
ica
l Ca
teg
ory
(E
C)
of
E
wh
ile
th
e e
colo
gic
al
imp
ort
an
ce w
as
de
em
ed
to
be
lo
w a
nd
th
e
en
vir
on
me
nta
l se
nsi
tivi
ty
wa
s co
nsi
de
red
mo
de
rate
.
Th
ere
fore
, th
e s
yst
em
is
in a
seri
ou
sly
mo
dif
ied
co
nd
itio
n
an
d m
an
ag
em
en
t sh
ou
ld
en
sure
th
at
the
re i
s
con
tin
ue
d p
rote
ctio
n f
rom
an
thro
po
ge
nic
im
pa
cts
tha
t
wil
l d
eg
rad
e t
he
ma
cro
-
inv
ert
eb
rate
an
d f
ish
com
mu
nit
ies”
.
• T
he
sy
ste
m i
s a
lre
ad
y
de
gra
de
d b
ut
eff
ort
sh
ou
ld
be
ma
de
to
pre
ve
nt
furt
he
r
imp
act
s a
nd
mo
dif
ica
tio
n.
SA
(N
SS
) N
ote
d. A
re
-ite
ration
on
the
impo
rtan
ce o
f th
ese
syste
ms
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IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
• T
he
ne
ed
fo
r p
rote
ctio
n to
the
se s
yst
em
s is
ech
oe
d in
th
e D
WS
2
01
7 d
ocu
men
t d
efin
ing
the
RW
QO
s fo
r th
is
spe
cifi
c
rea
ch
(or
Re
sou
rce
Un
it)
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
WQ
1 a
nd
WQ
2 s
ite
s
ass
ess
ed
fo
r S
AS
S a
nd
fis
h –
the
se a
re t
he
sa
me
sit
es
ass
ess
ed
in
J&
W r
ep
ort
fo
r
wa
ter
qu
ali
ty.
No
up
stre
am
sit
es
ap
pe
ar
to
ha
ve
be
en
ass
ess
ed
– a
nd
it
is a
ckn
ow
led
ge
d t
he
re d
oe
s
no
t a
pp
ea
r to
be
on
e
av
ail
ab
le w
ith
in t
his
pa
rtic
ula
r ca
tch
me
nt
Sit
es
de
scri
be
d a
s h
av
ing
lim
ite
d h
ab
ita
t a
nd
lo
w f
low
lev
els
co
uld
po
ssib
ly b
e n
on
-
pe
ren
nia
l sy
ste
ms
No
co
mp
lia
nce
wit
h
Re
sou
rce
Qu
ali
ty O
bje
ctiv
es
(RW
QO
s) f
or
va
rio
us
too
ls
use
d t
o e
va
lua
te t
he
he
alt
h/c
on
dit
ion
of
the
aq
ua
tic
reso
urc
es,
e.g
. IH
I,
MIR
AI,
VE
GR
AI
an
d F
RA
I,
pro
vid
es
ve
ry l
ow
co
nfi
de
nce
SA
(N
SS
) an
d
WM
(N
WU
) R
efe
r to
Se
ctio
n 2
pag
e 1
0 o
f th
e A
qua
tics
Rep
ort
“…
Site
CL
S1
(S2
6º2
’25
.80
” E
028
º9’5
8.1
0”)
wa
s lo
cate
d o
n th
e d
ow
nstr
eam
sid
e
to s
erv
e a
s a
catc
h f
or
all
run
off o
r e
fflu
en
t fr
om
the p
rop
ose
d
de
velo
pm
ent
wh
ile s
ite C
LS
2 (
S2
6º2
’25
.80
” E
028
º9’5
8.1
0”)
wa
s a
sm
all
trib
uta
ry /
sto
rmw
ate
r ru
no
ff site.
The
se site
s w
ere
a
lso
sa
mp
led
by J
on
es
an
d W
age
ne
r fo
r th
e e
xten
siv
e w
ate
r qu
alit
y a
na
lyse
s
com
ple
ted
fo
r th
e
pro
ject
(WQ
1
an
d
WQ
2
resp
ect
ive
ly)…
.”
Th
ere
is n
o u
pstr
eam
site
to
assess.
Th
e a
qua
tic r
ep
ort
(N
WU
, 20
19
) h
as
dis
cussed
the
non
-pe
renn
ial
na
ture
of
the s
yste
ms.
Refe
r to
Se
ctio
n 4
(T
ab
les 2
an
d 3
) a
s w
ell
as S
ectio
n 6
of
the A
qua
tics R
epo
rt.
Th
e aq
ua
tic re
po
rt (N
WU
, 2
01
9)
ha
s d
iscu
ssed
th
is.
Refe
r to
S
ectio
n 4
(T
ab
les
2 a
nd
3)
as w
ell
as S
ect
ion 6
of
the
Aqu
atics
Re
po
rt.
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ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
in r
esu
lts
as
the
se a
re
po
ssib
ly n
on
-pe
ren
nia
l
syst
em
s
No
fis
h w
ere
sa
mp
led
at
WQ
1 o
r W
Q2
du
e t
o l
ow
flo
w
No
in
ve
rte
bra
tes
sam
ple
d a
t
WQ
2
- T
his
no
n-p
ere
nn
iali
ty
cou
ld p
ose
a s
tud
y
lim
ita
tio
n a
nd
as
such
SA
SS
an
d F
RA
I w
ou
ld n
ot
ha
ve
be
en
en
tire
ly
suit
ab
le t
ech
niq
ue
s to
be
usi
ng
in
th
is
ass
ess
me
nt
- A
s a
re
sult
th
e
ass
ess
me
nts
ma
y b
e
suff
eri
ng
fro
m t
he
ad
ag
e
tha
t “I
f th
e o
nly
to
ol
yo
u
ha
ve
is
a h
am
me
r, e
ve
ry
pro
ble
m a
pp
ea
rs a
s a
na
il”.
D
iato
ms
ana
lyse
s/te
chn
ique
s
sh
ou
ld h
ave
be
en
in
clu
de
d
in
this
a
sse
ssm
en
t a
s
a
mo
re a
pp
rop
ria
te, a
nd
le
ss
flo
w d
epe
nd
en
t, te
chn
ique
.
Ye
s, n
o fis
h w
ere
sa
mp
led
, r
efe
r to
Aq
ua
tics R
epo
rt (
NW
U, 2
01
9)
Se
ctio
n 4
(T
ab
les 2
an
d 3
). N
o f
ish w
ere
sam
ple
d d
ue
to
lo
w f
low
a
nd
sha
llow
riv
erine
sys
tem
s.
Ye
s,
no
in
vert
eb
rate
s w
ere
sam
ple
d.
Refe
r to
Aq
ua
tics R
epo
rt
Se
ctio
n 4
(T
ab
les
2 a
nd
3).
T
he
re
vie
we
r is
co
rre
ct,
th
e
SA
SS
5/F
RA
I m
eth
od
olo
gy
is
for
pe
ren
nia
l syst
em
s. In
th
e a
bse
nce
of flo
w d
ata
, it
wa
s th
e a
qua
tics
sp
ecia
lists
op
inio
n t
ha
t th
ese
syste
ms
wou
ld m
ost
ly b
e p
ere
nn
ial
due
to
run
off f
rom
th
e a
rea
. F
urt
he
rmo
re,
the
re a
re n
o a
ccep
ted
meth
od
s to
d
ete
rmin
e
the
P
ES
in
n
on
-pe
ren
nia
l syste
ms,
espe
cia
lly i
n l
ow
div
ers
ity u
rban
syst
em
s.
Th
e a
qua
tic s
pe
cia
list
ag
ree
s w
ith t
he
re
vie
we
r th
at
dia
tom
s w
ou
ld b
e a
via
ble
long
te
rm
too
l to
use
fo
r b
iom
on
itorin
g p
urp
ose
s o
f th
e s
ite.
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CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
Nitra
tes
an
d
ort
ho
ph
osp
ha
te
co
nce
ntr
ation
s e
xcee
de
d
Ta
rget
Wate
r Q
ua
lity
Re
qu
ire
me
nts
fo
r A
qua
tic
Eco
syst
em
s (
DW
AF
199
6)
- E
C,
ino
rgan
ic
nitro
ge
n,
ort
ho
ph
osp
ha
te,
ch
loride
, su
lpha
te,
sod
ium
, a
nd
E.c
oli
all
exce
ede
d th
e
RW
QO
's.
Th
is
sug
ge
sts
e
utr
oph
ica
tion
w
hic
h
ma
y b
e l
inked
to
a s
ew
er
pip
e
lea
kin
g - th
e s
am
e p
ipe
into
w
hic
h i
ndu
str
ial
eff
luen
t is
d
ischa
rged
.
WM
(N
WU
) T
he a
qua
tic s
pecia
list
Wyn
an
d M
alh
erb
e (
NW
U)
ag
ree
s w
ith t
his
sta
tem
en
t.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
No
on
-site
Dis
so
lve
d
Oxyge
n d
ata
re
po
rte
d fo
r th
e S
ite 2
WM
(N
WU
) O
nly
th
e
EC
, p
H
an
d
tem
pe
ratu
re
we
re
com
ple
ted
d
uri
ng
th
e
bio
mo
nit
ori
ng
fie
ldw
ork
. D
isso
lve
d o
xyg
en
wo
uld
no
t n
ece
ssa
rily
ha
ve
ad
de
d a
ny
va
lue
on
wh
at
wa
s m
ea
sure
d.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
It i
s q
ue
rie
d w
hy
th
e
sam
pli
ng
occ
urr
ed
at
the
site
s o
n d
iffe
ren
t d
ate
s? (
18
an
d 2
0 M
arc
h 2
01
9 –
Ta
ble
3)
SA
(N
SS
)/W
M
(NW
U)
Aft
er
init
ial
vis
its
it w
as
de
term
ine
d t
ha
t m
ore
ba
seli
ne
re
sult
s w
ere
req
uir
ed
. A
ll s
ite
s w
ere
bri
efl
y r
elo
ok
ed
at
in M
ay
20
19
, w
ith
no
ma
jor
cha
ng
es
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CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
It w
ou
ld m
ake c
om
pa
rison
s b
etw
een
site
s d
ifficu
lt.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
Se
dim
en
tatio
n
is
als
o
po
ssib
ly d
ue to e
rosio
n a
nd
poo
r sto
rmw
ate
r m
an
ag
em
ent.
SA
(N
SS
) N
ote
d –
Po
or
sto
rmw
ate
r m
ana
gem
en
t cou
ld b
e fro
m a
nu
mbe
r o
f d
iffe
ren
t sou
rce
s (
road
s/c
ulv
ert
de
sig
n/in
du
str
ies
etc
.)
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
Ele
va
ted
EC
, e
lev
ate
d
ino
rga
nic
co
nst
itu
en
ts,
sulp
ha
te,
sod
ium
, ch
lori
de
.
Ele
va
ted
E.c
oli
. M
n a
nd
vo
lati
le h
alo
ge
na
ted
hy
dro
carb
on
s.
Oth
er
hyd
roca
rbon
s
no
t m
en
tion
ed
he
re –
ye
t th
ey
occu
r in
h
igh
co
nce
ntr
ation
s;
see
J&
W
da
ta
WM
(N
WU
) N
ote
d t
hat
oth
er
hyd
roca
rbon
s a
t h
igh
le
ve
ls a
re h
igh
ligh
ted i
n
J&
W
da
ta.
Alth
ou
gh
in
ve
rte
bra
tes
can
be
sen
sitiv
e
to
hyd
roca
rbo
ns,
th
e
rep
ort
fo
cuses
on
sig
nific
an
t id
en
tifia
ble
co
nta
min
an
ts t
ha
t a
re c
lea
r d
rive
rs i
n I
nve
rteb
rate
sen
sitiv
itie
s.
Acco
rdin
g
to
Ge
rne
r e
t a
l (2
017
) cu
rren
tly,
fre
sh
wa
ter
bio
mon
ito
ring
meth
od
s l
ack a
n i
nd
ica
tor
tha
t can
un
eq
uiv
oca
lly
refle
ct
the
im
pa
cts
cau
sed
b
y
hyd
roca
rbons
wh
ile
be
ing
ind
ep
en
de
nt
from
effe
cts o
f oth
er
str
ess
ors
.
* G
ern
er,
Nad
ine &
Cail
leau
d, K
év
in &
Bass
ère
s, A
nn
e &
Lie
ss,
Matt
hia
s &
Bek
eto
v, M
ikh
ail
.
(20
17
). S
en
siti
vit
y r
an
kin
g f
or
fresh
wate
r in
vert
eb
rate
s to
ward
s hy
dro
carb
on
co
nta
min
ants
.
Eco
tox
ico
logy
(L
on
don
, E
ng
lan
d).
26
. 1
0.1
007
/s1
064
6-0
17
-18
47
-7.
O
bje
ctio
n
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
Th
ere
is
a r
eco
mm
en
da
tio
n
to i
mp
lem
en
t a
bio
mo
nit
ori
ng
pro
gra
mm
e
for
the
sit
e o
n p
ag
e 2
3 b
ut
wit
h n
o d
eta
ils.
Ap
art
fro
m
this
sin
gle
me
nti
on
, a
sam
pli
ng
pro
gra
mm
e i
s n
ot
ad
eq
ua
tely
dis
cuss
ed
.
WM
(N
WU
) A
gre
ed lo
ng
te
rm t
hat
Qua
rte
rly d
iato
ms s
am
plin
g s
ho
uld
be
pa
rt
of b
iom
on
ito
ring
pro
gra
mm
e
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CT
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/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
- T
he
sam
plin
g
pro
gra
mm
e s
ugg
este
d
is f
airly
coa
rse
. Q
ua
rte
rly
dia
tom
s sa
mp
ling
m
igh
t b
e
mo
re
app
rop
riate
a
s a
n
inte
gra
ted
m
ea
sure
o
f w
ate
r q
ua
lity
an
d
eco
syst
em
hea
lth.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
VE
GR
AI
is r
epo
rted
but
no
meth
odo
log
y
or
resu
lts
pro
vid
ed
in th
e r
epo
rt.
SA
(N
SS
) T
his
sho
uld
be
exc
lude
d f
rom
th
e T
ab
le.
Rip
arian
zon
e s
eve
rely
a
lte
red
and
de
gra
de
d.
Ob
ject
ion
12
An
ne
xure
F
Ap
pe
nd
ix 1
–
Dr
Ma
rk
Gra
ha
ms
Co
mm
en
ts
It
doe
s
no
t ap
pe
ar
tha
t e
vid
en
ce o
f th
e a
sse
sso
rs’
accre
dita
tion i
s i
nclu
de
d i
n
the
re
po
rt.
It i
s s
tate
d t
ha
t a
ccep
ted
m
eth
odo
log
ies
we
re u
sed
wh
ere
po
ssib
le
bu
t it
is no
t kn
ow
n if th
e
asse
sso
rs
are
a
ccre
dite
d
in
sa
id
me
thodo
log
ies.
SA
SS
5 w
ork
sho
uld
have
bee
n
und
ert
aken
b
y a
DW
S
accre
dited
S
AS
S5
pra
ctitio
ne
r.
WM
(N
WU
) S
AS
S A
ccre
dita
tion
Ce
rtific
ate
pro
vid
ed
An
ne
xu
re K
A
nne
xure
K
K1
Po
sit
ion
Su
mm
ary
: C
C
It is c
on
firm
ed t
ha
t th
e c
ap
pin
g s
yste
m a
pp
rove
d in
201
6 h
as n
ot
ye
t com
men
ced
. T
he r
ea
son f
or
this
is f
ina
l w
ast
e is b
ein
g p
laced
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ION
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PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
He
ight
incre
ase
a
pp
rova
l
Ap
pro
ved
with 1
0/0
8/1
6 b
y G
aute
ng
AR
D w
ith
spe
cific
co
nd
itio
ns in
clu
din
g w
ate
r m
on
ito
rin
g
an
d
reh
ab
ilita
tion
. 3
.1.1
3
an
d
3.1
.14
re
qu
ire
tha
t th
is b
e
don
e w
ith a
“do
ub
le d
imp
le
cu
spa
te
com
po
site
w
ithin
th
e
so
il co
ve
r”.
Th
is
is
a
req
uirem
en
t to
m
itig
ate
le
akag
e
thro
ugh
th
e
“lo
w
pe
rfo
rma
nce
cla
y o
nly
lin
er
and
le
acha
te
colle
ctio
n
syste
m”
note
d i
n t
he
DW
S
lett
er
da
ted
2
01
4/1
0/0
8
and
13
.. T
he
app
rova
l (an
d
DW
S
req
uirem
en
ts)
req
uire
s th
at
this
mu
st b
e
imp
lem
ente
d
by
Au
gu
st
202
1, o
r w
hen
th
e a
irsp
ace
is d
ep
lete
d, du
e to p
ollu
tion
issu
es.
Th
e
SL
R
Up
da
ted
En
viron
me
nta
l M
an
ag
em
ent
Pro
gra
mm
e
(75
2.0
501
8.0
00
11
Rep
ort
N
o.
1 d
ate
d A
ugu
st
201
6)
sta
tes
tha
t “T
he
p
late
au
mu
st b
e s
hap
ed
to 1
v:10
h
and
cap
pe
d
with
a
so
il co
ve
r in
co
rpo
ratin
g
a
in
low
spo
ts
on
th
e
wa
ste
bo
dy
to
rea
ch
the
fina
l la
ndfo
rm.
Altho
ug
h fin
al
he
igh
t h
as b
ee
n a
ch
ieved
, th
ere
a
re a
rea
s th
at
req
uire
add
itio
na
l w
aste
to
be p
lace
d.
Due
to
de
com
po
sitio
n,
a
larg
e a
mo
un
t of
se
ttle
men
t is
usu
ally
exp
ect
ed
in
the
tw
o y
ea
rs
afte
r re
ach
ing
fin
al h
eig
ht.
The
refo
re,
fina
l ca
pp
ing
is u
sua
lly o
nly
in
sta
lled
afte
r th
is p
erio
d t
o e
nsu
re t
ha
t th
e e
xcess
ive
sett
lem
en
t d
oe
s n
ot
impa
ct
capp
ing i
nfr
astr
uctu
re s
uch a
s d
ow
nch
ute
s an
d
be
rms.
Co
nsid
era
tion o
f a
cce
ss
route
s to
th
ese
are
as h
as
als
o p
reven
ted
the c
ap
pin
g in
sta
llation
. T
he fill
ing o
f C
ell7
mu
st a
lso b
e c
onsid
ere
d. A
s th
ere
is in
su
ffic
ient
sp
ace
on
th
e n
ort
he
rn s
ide
of
the
site
fo
r w
eig
h b
rid
ge
s,
the
se w
ill
nee
d
to
sta
y
on
th
e
sou
the
rn
sid
e.
The
refo
re,
tru
cks
will
be
req
uired
to
tra
ve
l a
lon
g t
he
ea
ste
rn s
ide
of
the w
aste
bod
y t
o a
nd
fro
m C
ell
7.
Ou
r e
xpe
rie
nce
ha
s sho
wn t
ha
t if a
dra
ina
ge
la
yer
is i
nclu
de
d i
n
the i
nte
rfa
ce b
etw
ee
n l
ine
d a
nd u
nlin
ed c
ells
, th
e l
eacha
te w
ith
in
the w
ast
e b
od
y ab
ove
the
lin
ed f
oo
tprin
t is
ca
ptu
red w
ith
in t
he
dra
ina
ge
la
ye
r a
nd tr
an
spo
rted
to th
e le
ach
ate
co
llection la
ye
r a
bo
ve
the
wa
ste.
As t
his
is a
n o
pe
ration
al re
qu
ire
me
nt,
it
is n
ot
show
n o
n th
e C
ell
7
co
nstr
uction
d
raw
ing
s.
Ho
we
ve
r,
it
is
pla
nn
ed
to
inclu
de
th
e
dra
ina
ge
la
yer
in t
he
op
era
tion
s m
an
ua
l fo
r C
ell
7 a
s it
will
be
fo
r th
e o
pe
rato
r to
insta
ll a
s th
e w
ast
e b
od
y r
ise
s.
70
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ctio
n C
om
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
dou
ble
d
imp
led
cu
spa
ted
co
mp
osite
dra
in”
on
p1
8.
As
ses
sm
en
t &
R
ec
om
me
nd
ati
on
: T
he
re i
s n
o e
vid
ence
tha
t th
is c
ap
pin
g c
ond
itio
n h
as
bee
n
adh
ere
d
to
or
imp
lem
ente
d,
or
tha
t clo
su
re h
as be
en
ap
plie
d
for.
N
otw
ith
stan
din
g
the
expa
nsio
n
app
lica
tion
th
e
sid
e
slo
pe
s
and
p
late
au
sh
ou
ld b
e c
ap
ped
, a
s p
er
an
a
pp
rove
d
cap
pin
g
de
sig
n.
In t
he e
ven
t o
f th
e
expa
nsio
n b
ein
g a
pp
rove
d
the
a
rea
s
into
w
hic
h
the
expa
nsio
n
will
b
e
inte
gra
ted
sh
ou
ld
be
co
ve
red
w
ith
at
lea
st
an
inte
rim
lin
ing
syst
em
. A
pp
rova
l o
f C
ell
7 s
hou
ld
be
co
nd
itio
na
l o
n
the
ba
lan
ce
o
f th
e site
b
ein
g
ca
pp
ed
, o
r a
“p
igg
yba
ck”
line
r in
sta
lled
un
de
r C
ell
7
in
ord
er
tha
t po
llutio
n
thro
ugh
the
exis
ting
lin
er
is
limited
.
Ce
ll 7
is
com
ple
tely
sep
ara
te
app
rova
l p
roce
ss
an
d
it’s
asse
ssm
en
t do
es
no
t h
ave
re
levan
ce i
n t
he
No
rth
ern
Exp
an
sio
n
asse
ssm
en
t.
71
6007-0
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bje
ctio
n C
om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
K
2
Ce
ll 7
Po
sit
ion
Su
mm
ary
: F
rom
th
e J
& W
re
po
rt
JW1
30
/19
/60
07
-21
- R
ev
0
da
ted
Se
pte
mb
er
20
19
an
d
for
the
pro
po
sed
No
rth
ern
Exp
an
sio
n,
Ce
ll 7
as
be
ing
in
“ th
e d
esi
gn
ap
pro
va
l st
ag
e”
Th
e r
ep
ort
no
tes
tha
t it
s
de
ve
lop
me
nt
wil
l re
qu
ire
a
ne
w l
ea
cha
te t
an
k b
e b
uil
t
(J&
W D
rg 6
00
7-1
2-0
05
).
As
ses
sm
en
t &
R
ec
om
me
nd
ati
on
: P
lace
me
nt
of
Ce
ll 7
wa
ste
ess
en
tia
lly
on
th
e o
rig
ina
l
an
d m
arg
ina
lly
ad
eq
ua
te
(re
fer
DW
S l
ett
ers
) li
ne
r,
risk
s fu
rth
er
po
llu
tio
n o
f th
e
gro
un
dw
ate
r.
Th
ere
is
no
in
dic
ati
on
as
to
ho
w t
he
lo
ss o
f th
e l
ea
cha
te
da
m,
an
d t
he
co
nta
min
ate
d
sto
rmw
ate
r d
am
, w
ill
be
mit
iga
ted
un
til
the
ne
w o
ne
s
are
co
nst
ruct
ed
, o
r
CC
C
ell
7 in
clu
de
s a C
lass
B lin
er
sys
tem
as
req
uire
d b
y th
e N
ation
al
No
rms
an
d S
tan
da
rds4
. A
le
ach
ate
dra
ina
ge
la
ye
r p
laced
du
rin
g
ope
ration
s a
t th
e i
nte
rfa
ce o
f w
aste
ab
ove
Ce
ll 7 a
nd
pre
vio
usly
fille
d c
ells
will
pre
ven
t le
acha
te f
rom
dra
inin
g t
hro
ugh
the
his
toric
ce
ll lin
ers
. T
he
siz
ing o
f th
e le
ach
ate
tan
k a
nd
co
nfirm
atio
n o
f o
pe
ratio
ns o
f th
e r
em
ain
ing
sto
rm w
ate
r dam
are
co
nta
ined
in
th
e d
esig
n r
ep
ort
fo
r C
ell
7 w
hic
h w
as s
ubm
itte
d t
o G
DA
RD
fo
r a
pp
rova
l. (R
epo
rt
No
. 08
7/1
9/6
00
7-1
1).
A
ll a
ctive
lea
cha
te p
ipe
s a
re b
ein
g d
ive
rte
d to
the
lea
cha
te s
tora
ge
tan
k. T
em
po
rary
me
asu
res a
re in p
lace
to
co
nta
in t
he le
ach
ate
in
the r
em
ain
ing s
torm
wa
ter
da
m.
Re
fer
to r
espo
nse
fo
r K
1 o
n w
hy t
he
ca
pp
ing
ha
s n
ot
yet
bee
n
insta
lled
. C
ell
7
is
com
ple
tely
sep
ara
te
app
rova
l p
roce
ss
an
d
it’s
asse
ssm
en
t do
es
no
t h
ave
re
levan
ce i
n t
he
No
rth
ern
Exp
an
sio
n
asse
ssm
en
t.
4 R
SA
(R
epublic
of S
outh
Afr
ica)
(2013c)
National E
nvironm
enta
l Managem
ent: W
ast
e A
ct (
59/2
008):
National n
orm
s a
nd s
tandard
s for
dis
posal o
f w
ast
e to la
ndfill.
Gove
rnm
ent
Gazette 3
6784 N
o.R
. 636 o
f 23 A
ugust
2013
72
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N057_r0
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bje
ctio
n C
om
ments
.docx
OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
calc
ula
tio
n t
o s
ho
w t
ha
t th
e
ne
w a
nd
pro
po
sed
con
tain
me
nt
stru
ctu
res
wil
l
be
ad
eq
ua
te.
Th
ere
is
no
de
tail
of
the
lin
er
syst
em
fo
r C
ell
7.
Th
ere
is
no
de
tail
of
the
imp
lica
tio
ns
of
it c
ov
eri
ng
lea
cha
te a
nd
sto
rmw
ate
r
da
m.
Th
e c
ap
pin
g r
eco
mm
en
de
d
by
Ga
ute
ng
GR
D,
DW
S,
J&W
an
d S
LR s
ho
uld
be
imp
lem
en
ted
as
req
uir
ed
by
the
he
igh
t e
xte
nsi
on
pe
rmit
to l
imit
th
e l
ea
cha
te l
ea
kin
g
thro
ug
h t
he
ori
gin
al
ma
rgin
al
lin
er
syst
em
. S
ho
uld
an
y
furt
he
r d
ev
elo
pm
en
t b
e
con
tem
pla
ted
, th
e c
ap
pin
g
sho
uld
be
im
ple
me
nte
d p
rio
r
to t
his
.
Ce
ll 7
is
sho
wn
in
th
e
sect
ion
s a
s b
ein
g d
ev
elo
pe
d
on
a s
lop
e.
Th
e s
tab
ilit
y o
f
this
de
ve
lop
me
nt
ne
ed
s to
be
ass
ess
ed
, p
art
icu
larl
y i
f
an
y e
lev
ate
d l
ea
cha
te l
eve
ls
cou
ld d
ev
elo
p.
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bje
ctio
n C
om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
K3
Lea
cha
te
Ma
nag
em
ent
Pe
rmit
(A
ug
’ 2
01
6
Am
me
nd
’) E
xtr
ac
t:
Lea
cha
te
colle
ction
pip
es
mu
st b
e p
ut
in p
lace
an
d
reg
ula
r m
on
ito
ring
o
n
a
qua
rte
rly
ba
sis
m
ust
be
ca
rrie
d o
ut. I
n t
he e
vent
of
exce
ssiv
e
lea
cha
te,
a
wa
ste
sp
ecia
list
mu
st
be
dep
loyed
to
eva
lua
te
the
de
wate
ring
pro
cess.
Re
vie
we
r C
om
me
nt:
T
he
le
ach
ate
p
ipes
(an
d
dra
ina
ge
syste
m)
shou
ld
be
in
sta
lled
be
fore
an
y w
aste
is
p
laced
in
th
e
he
igh
t e
xte
nsio
n in
ord
er
to
facili
tate
d
rain
age
o
f th
e
lea
cha
te
fro
m
we
ll ab
ove
the
exis
ting
line
r in
ord
er
to
limit p
ollu
tio
n th
rou
gh
th
is
line
r.
CC
A
lea
cha
te c
olle
ctio
n s
yste
m i
s i
nsta
lled
in
Ce
ll 3
, 4
, 5 a
nd 6
.
Lea
cha
te c
olle
ctio
n p
ipin
g is
als
o in
sta
lled a
t va
rio
us h
eig
hts
with
in
the
wa
ste
bo
dy a
s p
art
of th
e la
nd
fill
ga
s s
yste
m. T
he
se a
ll d
rain
ed
to the
lea
chate
co
llection
dam
wh
ich
is c
urr
en
tly
bein
g r
ep
laced
by
a lea
cha
te ta
nk a
s p
art
of th
e c
on
stru
ctio
n o
f C
ell
7.
A le
acha
te co
llection
syste
m is
p
lann
ed
fo
r a
bo
ve C
ell
7,
the
No
rth
ern
E
xpa
nsio
n
Ce
lls
an
d
in
the
ga
s
extr
actio
n
syst
em
p
lann
ed
fo
r th
e e
xte
nsio
n.
Co
ntin
uo
us
lea
cha
te
volu
me
m
on
itorin
g
too
k
pla
ce
regu
larly,
app
roxim
ate
ly m
onth
ly
from
Jan
ua
ry 2
00
6
to N
ovem
be
r 2
01
9
wh
en t
he
co
nst
ructio
n o
f C
ell
7 s
tart
ed
.
K
4
Fin
al
He
ight:
Ce
ll 7
is
p
rop
ose
d
to b
e
lan
dfille
d (
an
d p
resum
ab
ly
ca
pp
ed
) a
t a
ma
xim
um
fin
al
leve
l of
16
52m
. P
ropo
sed
wa
ste
in C
ell
3 o
f th
e
No
rthe
rn
Expa
nsio
n
will
be
pla
ced
ove
r p
art
of
Ce
ll 7
(e
xtr
act
as
sho
wn
CC
P
erm
itte
d f
ina
l he
ight
is 1
657m
(N
GL
of
16
32m
+ 2
5m
).
74
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bje
ctio
n C
om
ments
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OB
JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
fro
m
J&
W
Drg
60
07
-12
-0
04
))
and
e
xte
nd
to
the
sa
me
ele
vation
(16
52m
).
Ske
tch
of
Se
ction
C
fr
om
d
raw
ing
60
07
-12
-004
.
K5
Exis
ting
lin
er
Po
sit
ion
Su
mm
ary
: W
aste
pla
cem
ent
in P
hase
1A
of
Ce
ll 1
(o
f th
e
pro
po
sed
N
ort
he
rn
Expa
nsio
n) a
lso
appe
ars
to
exte
nd
south
a
cro
ss
an
d
abo
ve
the
exis
ting
Ce
ll 4
of
the C
LS
land
fill
we
st o
f C
ell
7 (
J&
W D
rg.
600
7-1
2-0
03
) a
ltho
ug
h t
his
is
no
t sho
wn
in s
ect
ion.
Th
e D
WS
com
men
ts d
ate
d
13
Octo
be
r 20
14
in
dic
ate
d
that
“th
e s
ite i
s ge
ne
ratin
g
po
llutio
n
of
the
gro
un
dw
ate
r”
(Ga
ute
ng
GR
D A
men
dm
ent to
pe
rmit
da
ted 3
1/0
8/2
01
5).
T
he
D
WS
le
tte
r da
ted
201
4/1
0/0
8
refe
rs
to
exis
ting
lin
ing
as
“lo
w
pe
rfo
rma
nce
cla
y o
nly
lin
er
CC
F
or
mo
tiva
tion
of d
rain
age
laye
rs a
t in
terf
ace
betw
een
exis
ting
an
d
ne
w w
aste
bo
dy
– s
ee
re
spon
se t
o K
2.
Re
fer
to r
espo
nse
fo
r K
1 o
n w
hy t
he
ca
pp
ing
ha
s n
ot
yet
bee
n
insta
lled
. In
te
rms o
f “p
ollu
tio
n issu
es”,
the
insta
llation
of
dra
inag
e la
ye
rs a
t th
e i
nte
rfa
ce b
etw
ee
n w
aste
bo
die
s a
nd n
ew
ce
lls b
ein
g l
ine
d t
o
Cla
ss B
req
uirem
en
ts a
s p
er
the
No
rms &
Sta
nd
ard
s w
ill r
esu
lt in
less
po
llutio
n
tha
n
pre
vio
us
ce
lls
wh
ich
w
ere
d
esig
ne
d
an
d
app
roved
b
ased
o
n
be
st
pra
ctic
e
gu
ide
line
s an
d
Min
imum
R
eq
uire
me
nts
5 a
t th
e t
ime
.
5 D
epart
ment
of W
ate
r A
ffairs &
Fore
stry
, S
econd E
diti
on, 1998. W
aste
Managem
ent S
eries. M
inim
um
Requirem
ents
for
Waste
Dis
posal b
y L
andfill.
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n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
and
le
acha
te
colle
ctio
n
syste
m”.
A
ss
es
sm
en
t &
R
ec
om
me
nd
ati
on
: T
he
de
sig
n o
f th
e l
inin
g f
or
the
exp
an
sio
n o
uts
ide
of
the
pre
sen
t la
nd
fill
ing
are
a i
s
con
sid
ere
d a
de
qu
ate
fo
r th
e
ba
se o
f th
e c
ell
.
Ho
we
ve
r, p
lace
me
nt
of
cell
s
1,2
an
d 3
fo
r th
e p
rop
ose
d
exp
an
sio
n a
nd
Ce
ll 7
is
ess
en
tia
lly
on
exi
stin
g w
ast
e
wh
ich
is
on
th
e o
rig
ina
l a
nd
ma
rgin
all
y a
de
qu
ate
(re
fer
DW
S l
ett
ers
) li
ne
r. T
his
ris
ks
furt
he
r p
oll
uti
on
of
the
gro
un
dw
ate
r.
Th
e c
ap
pin
g r
eco
mm
en
de
d
by
Ga
ute
ng
GR
D,
DW
S,
J&W
an
d S
LR s
ho
uld
be
imp
lem
en
ted
to
lim
it
lea
cha
te l
ea
ka
ge
th
rou
gh
th
e
ori
gin
al
lin
er,
id
ea
lly
pri
or
to
an
y a
dd
itio
na
l w
ast
e b
ein
g
pla
ced
on
th
e e
xist
ing
wa
ste
.
76
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Un
til
su
ch
time
th
at
the
“po
llutio
n i
ssue
s”
are
dea
lt w
ith
, w
aste
dis
po
sal o
n th
e
exis
ting
lin
ed a
rea sh
ou
ld
no
t be
allo
we
d.
K
6
Sta
bili
ty
Po
sit
ion
su
mm
ary
: S
ectio
n A
J&
W D
rg 6
00
7-
12
-00
4 in
dic
ate
s th
at C
ell
1
is t
o b
e p
ositio
ne
d w
ith a
re
lative
ly
ste
ep
ly
slo
pin
g
ba
se a
nd
a
t le
ast
pa
rt o
f th
e
Ce
ll 2
ba
se
is
als
o
slo
pin
g.
The
sta
bili
ty
aspe
cts
o
f th
e
linin
g
syste
m a
nd the w
aste
bod
y a
re no
t ad
dre
ssed
in
an
y d
eta
il in
the
rep
ort
. A
ss
es
sm
en
t &
re
co
mm
en
da
tio
n:
Ba
sed
on
the
slo
pe
s p
ropo
sed
, th
e
stab
ility
o
f th
e s
ite,
the l
inin
g s
yst
em
a
nd
th
e
wa
ste
ha
s
no
t b
ee
n
eva
lua
ted
u
nd
er
va
ryin
g
liqu
id
leve
ls
an
d
the
p
ossib
ility
of
se
ism
ic
even
ts.
CC
It
is n
ot
true
th
at
the
Exp
an
sio
n r
epo
rt d
oe
s n
ot
inclu
de
re
fere
nce
to
th
e s
tab
ility
ana
lysis
– s
ee
extr
act fr
om
pg 1
2 o
f th
e r
ep
ort
: “A
nu
mb
er
of
sta
bili
ty c
ross w
alls
ha
ve b
een
in
clu
de
d i
n t
he
ce
ll d
esig
n t
o e
nsu
re t
hat
the
re is s
uff
icie
nt
sta
bili
ty o
f th
e w
ast
e b
od
y a
bo
ve
the
lin
er
syste
m.
Th
ese
be
rms a
re
app
roxim
ate
ly 1
.5m
hig
h a
nd
1.5
m w
ide
at
the
cre
st
as s
ho
wn
in
Fig
ure
1.g
” A
de
taile
d s
tab
ility
an
aly
sis
wa
s u
nde
rta
ken f
or
the
Ce
ll 7
de
taile
d
de
sig
n.
It w
as f
ou
nd
tha
t sta
bili
ty c
ross w
alls
we
re r
eq
uired
in
th
e
ce
ll to
en
sure
sta
bili
ty o
f th
e w
aste
bo
dy w
ith a
Facto
r of
Sa
fety
of
1.5
. D
ue
to t
he
sim
ilarity
of
Ce
ll 7
and
th
e N
ort
he
rn E
xpan
sio
n
co
nce
pt d
esig
n, th
e c
ross-w
all
de
sig
n w
as in
clu
ded in
the
No
rthe
rn
Expa
nsio
n c
ells
to
ca
ter
for
sta
bili
ty.
Va
ryin
g le
ve
ls o
f liq
uid
le
vels
wa
s a
sse
sse
d:
it w
as a
ssum
ed
th
at
the le
acha
te w
as
at
1/3
an
d 2/3
he
igh
ts a
ltho
ug
h th
ese w
ere
in
ve
stig
ate
d f
or
info
rma
tion
on
ly a
s t
he
lik
ely
sce
na
rio
assu
me
s th
at
the
lea
cha
te
colle
ctio
n
laye
r a
bo
ve
the
line
r syst
em
is
fu
nct
ion
ing a
nd t
his
lim
its
the
le
ach
ate
to
150m
m a
bo
ve t
he
lin
er
syste
m.
Se
ism
ic e
ven
ts w
ere
no
t con
sid
ere
d a
s th
e r
isk w
as c
on
sid
ere
d
low
du
e to
the
lo
cation
of th
e lan
dfill.
K
7
Co
nta
min
ate
Po
sit
ion
su
mm
ary
: T
he
rep
ort
(J
W0
90
/19/6
007
-24 -
Re
v
CC
and
MV
S
ee a
tta
ched
pe
rmit t
o p
um
p f
rom
cu
rre
nt
landfill
to m
un
icip
al
se
we
r. T
he p
erm
it is
va
lid u
ntil D
ece
mbe
r 20
20
.
77
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ctio
n C
om
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
d S
torm
wa
ter
/ Le
ach
ate
0)
for
the
co
nta
min
ate
d
sto
rm
wa
ter
dam
is
re
fere
nced
b
ut
is
no
t a
va
ilab
le.
Th
is
de
sig
n
rep
ort
(S
ection
1
.2.8
) a
ssum
es t
hat
a p
erm
it w
ill
be
in
p
lace
to
pum
p
“in
du
str
ial
efflu
en
t”
an
d
“co
nta
min
ate
d
sto
rm
wa
ter”
to
mu
nic
ipa
l se
we
r fr
om
th
e
lan
dfill
de
velo
pm
ent. N
o p
erm
it is
a
ctu
ally
in
p
lace
at
this
tim
e.
Th
ere
is a
Wa
ter
Ba
lance
ca
lcu
latio
n s
um
ma
ry in
th
e
Su
rface
W
ate
r S
pe
cia
list
Stu
dy
Fin
al
Re
po
rt
ref
(Re
po
rt
No
.:
JW
09
0/1
9/6
007
-24
-
Re
v 1
) b
ut
do
es
no
t p
rovid
e
de
tail
su
ch
as
the
co
nta
min
ate
d
sto
rmw
ate
r a
nd
le
acha
te
vo
lum
es
du
ring
th
e
op
era
tion
al
pha
se
an
d ju
stify
the
siz
ing
of
the
con
tain
men
ts
pro
po
sed
(s
eve
ral
of
450
m3 f
or
lea
cha
te a
nd 9
5
06
m3
fo
r sto
rmw
ate
r).
A
layo
ut
of
the
exis
ting
sto
rm
wa
ter
man
ag
em
en
t a
t C
LS
is
p
rovid
ed
in F
igu
re 5
.4.4
.a in
R
epo
rt J
W0
90
/19
/600
7-2
4 -
Rev 0
. S
torm
wa
ter
tha
t fa
lls o
n the
active
dep
ositio
n a
reas e
ithe
r ru
ns
off
the a
ctive
fa
ce a
nd
dra
ins t
ow
ard
s t
he
exis
ting C
SW
D v
ia t
oe
dra
ins
or
ente
rs t
he
wa
ste
bod
y a
nd
becom
es
pa
rt o
f th
e w
aste
ce
ll w
ate
r b
ala
nce
, w
he
re
a
po
rtio
n
contr
ibute
s
to
lea
cha
te
gen
era
tio
n.
All
sto
rm w
ate
r th
at fa
lls o
n the
rem
ain
de
r o
f th
e C
LS
, in
clu
din
g th
e
ou
ter
sid
e
slo
pe
s
of
the
w
ast
e
cells
, is
co
llecte
d
in
the
co
nta
min
ate
d
sto
rm
wa
ter
syste
m a
nd
re
po
rts to
th
e e
xis
ting
CS
WD
s 1
and
2.
Co
nta
min
ate
d s
torm
wa
ter
colle
cte
d i
n t
he
se d
am
s a
re u
sed
on
the
wa
ste
ce
lls f
or
du
st
supp
ressio
n a
nd
su
rplu
s w
ate
r re
po
rts t
o
mun
icip
al se
we
r via
CS
WD
2.
Fo
r fu
ture
ce
ll de
velo
pm
ent
an
upg
rade
of
the s
torm
wa
ter
will
be
req
uired
and
is ind
icate
d a
s s
uch
in th
e s
urf
ace
wa
ter
repo
rt.
Th
e w
ate
r ba
lan
ce fo
cu
sse
d on
siz
ing o
f th
e C
SW
Ds an
d no
lea
cha
te w
ill f
low
in
to t
he
se d
am
s –
the
y r
ece
ive
con
tam
ina
ted
sto
rm w
ate
r o
nly
. P
lea
se r
efe
r to
atta
che
d t
ab
le o
f in
flow
s a
nd
ou
tflo
ws f
rom
dam
s. T
his
is q
ua
ntifie
d b
y m
ea
ns o
f da
ily r
ain
fall-
run
off
mod
elli
ng
on
the
re
levan
t ca
tchm
en
ts.
Th
e a
reas
dra
inin
g
to
the
p
ropo
sed
C
SW
Ds are
in
dic
ate
d
in
Fig
ure
s 6.2
.2.a
and
6.2
.2.b
of th
e s
urf
ace w
ate
r re
po
rt. In a
dd
itio
n
to t
his
Se
ction
6.3
de
tails
the
ca
tchm
ent
de
lineatio
n w
ith T
ab
le
6.3
.2.a
pro
vid
ing
th
e a
rea
s o
f th
ese c
atc
hm
ents
in t
he s
urf
ace
wa
ter
rep
ort
.
78
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Th
e
limit a
ssum
ption
s o
n
the op
en
w
aste
are
a (t
he
“wo
rkin
g
face
”)
an
d
the
actu
al
ca
lcu
latio
ns a
re n
ot
inclu
de
d.
It h
as b
ee
n “
assum
ed
tha
t th
e a
rea
sou
th o
f th
e C
ell
7
de
velo
pm
ent
ha
s
bee
n
fully
reh
ab
ilita
ted a
nd
tha
t th
e s
torm
wa
ter
runo
ff
fro
m
the
se
are
as
is
div
ert
ed
to
the
cle
an
sto
rm
wa
ter
syste
ms”
(p1
8 o
f th
e
J&
W r
epo
rt)
It is
assum
ed th
at
by
the
tim
e th
e C
SW
D is
req
uired
, th
e
orig
ina
l la
nd
fill
are
a
(Ce
ll 1
to
7
; th
e
ea
ste
rn
sid
e
of
CLS
is
fu
lly
reh
ab
ilita
ted,
p1
8
of
the
J&
W
rep
ort
) h
as
bee
n
“re
hab
ilita
ted
” a
nd
o
nly
P
hase
1
A
Ce
lls
have
expo
sed
w
aste
a
rea
s p
rovid
ing
a
ca
tch
me
nt
for
the
co
nta
min
ate
d
sto
rmw
ate
r.
Th
e
deta
il o
f th
e
“re
ha
bili
tation
” is
a
ssum
ed
to
be
th
e
“Ca
pp
ing D
eta
ils”
pro
vid
ed
Da
ily dam
siz
ing w
ate
r ba
lance
s w
ere
ca
rrie
d o
ut
for
the
ne
w
CS
WD
th
at
wo
uld
be
ne
ed
ed
fo
r th
e e
xpa
nsio
n,
to e
nsu
re l
ess
than
a 2
% r
isk o
f sp
ill in
an
y o
ne
yea
r. T
he
se
capa
citie
s p
rovid
ed
are
lin
ked t
o a
n i
ncre
ase
d p
um
pin
g t
o s
ew
er.
Th
e s
torm
wate
r m
an
ag
em
ent
figu
res
for
the
pro
po
sed
sto
rm w
ate
r m
ana
gem
en
t fo
r th
e e
xpa
nsio
n n
ee
d to
be
re
ferr
ed
to
as w
ell
as s
ection
6 o
f th
e
su
rfa
ce w
ate
r re
po
rt w
hic
h de
tails
th
e da
ily dam
siz
ing
w
ate
r b
ala
nce a
nd
ru
no
ff c
alc
ula
tion
s u
sed
. C
ap
acity
tab
les a
re p
rovid
ed
for
ea
ch o
f th
e p
rop
ose
d d
am
s.
With
mod
elli
ng
of fu
ture
sce
na
rio
s ce
rta
in a
ssum
ptio
ns
with r
eg
ard
to
re
hab
ilita
tion
are
re
qu
ire
d.
The
assum
ption
s a
re co
nsid
ere
d
rea
son
ab
le
an
d
we
re
ma
de
in
con
sulta
tion
with
th
e
de
sig
n
eng
inee
rs.
Re
fer
the
Con
cep
t D
esig
n R
epo
rt,
pg 1
4 r
eg
ard
ing
the
lea
cha
te
sto
rag
e tan
k:
“Its
use
is p
lan
ne
d fo
r th
e o
pe
ratio
n o
f P
ha
se 1
A C
ell
1. If fea
sib
le,
the t
an
k w
ill b
e m
oved
to
ca
ter
for
Pha
se 1
A C
ell
2.
The
ne
w
po
sitio
n w
ill b
e lo
ca
ted
b
etw
een
C
ell
1 a
nd
C
ell
2 a
lon
g th
e
no
rth
ern
bo
un
da
ry o
f th
e s
ite.
If it
is n
ot fe
asib
le to m
ove
the
ta
nk,
a n
ew
lea
cha
te ta
nk,
sim
ilar
in s
ize
, is
pro
po
sed
.”
Th
e lea
cha
te t
an
k w
as
siz
ed
du
ring t
he d
esig
n o
f C
ell
7 b
ase
d o
n
da
ily tim
e s
tep w
ate
r ba
lance
. T
he d
eta
ils a
re c
on
tain
ed in
th
e C
ell
7 d
esig
n r
ep
ort
(6
00
7-2
1-1
9-J
W1
30_
r1).
D
ue
to
the
cap
ital la
you
t o
f pu
rcha
sin
g t
he
ta
nk, th
e in
ten
tion
is to
reu
se
the
tan
k fo
r th
e
No
rthe
rn
Exp
an
sio
n.
Hen
ce
, a
dd
itio
na
l
79
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
by J
&W
Drg
No
.’s 6
007
-08
-0
03
an
d 0
04
, R
ev B
. It
w
ou
ld
seem
th
at
this
ca
pp
ing
syste
m s
hou
ld b
e
co
mp
lete
ly
app
rove
d
by
the
reg
ula
tory
au
tho
rity
a
nd
con
str
uct
ed
be
fore
th
e
assum
ption
s
for
the
co
nta
min
ate
d
sto
rmw
ate
r syste
m
siz
ing
a
re
valid
, a
nd
be
fore
e
xpa
nsio
n
of
the la
nd
fill
is c
on
sid
ere
d,
Th
e
“Fin
al
Cap
pin
g
De
tails
” sho
wn
on
Drg
00
4
for
the
sid
e
slo
pe
s an
d
pla
teau
a
rea
s
inco
rpo
rate
a
cap
la
ye
r o
f 30
0m
m
thic
kne
ss
of
cla
y.
Th
e
ava
ilab
le
gu
ide
line
s,
the
Min
imum
R
eq
uire
me
nts
, in
dic
ate
tha
t a 4
50m
m th
ick
ca
p la
ye
r is
re
qu
ire
d.
As
ses
sm
en
t &
re
co
mm
en
da
tio
n:
Th
e
crite
ria
fo
r co
nta
min
ate
d
sto
rmw
ate
r is
no
t de
fine
d.
A
pe
rmit
to
pum
p
co
nta
min
ate
d
sto
rmw
ate
r to
th
e m
un
icip
al
sew
er
is
nee
de
d,
ide
ally
befo
re a
ny
siz
ing
fo
r ne
w ta
nks
did
no
t o
ccu
r. It is
assum
ed
, a
t th
is c
on
ceptu
al
sta
ge
, th
at
the
d
iffe
ren
ce
of
lea
cha
te
gene
rate
d
will
b
e
accom
mod
ate
d w
ith
in th
e w
ate
r ba
lan
ce.
Ca
pp
ing
desig
n a
pp
rove
d (
Dra
win
gs
60
07
-08
-001 t
o 0
04
) a
s p
art
o
f he
ight
exte
nsio
n.
Cla
y l
aye
r th
ickn
ess o
f 30
0m
m a
pp
rove
d a
s p
art
of d
esig
n.
Th
e c
rite
ria
fo
r co
nta
min
ate
d s
torm
wa
ter
is d
efine
d in t
he
fa
cili
ty
pe
rmit (
GA
UT
00
6/1
2-1
3/W
000
1 –
Th
e H
eig
ht E
xte
nsio
n P
erm
t):
80
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
wo
rk
tha
t w
ill
ge
ne
rate
su
ch
sto
rmw
ate
r is
co
ntin
ue
d.
Th
ere
is n
o d
eta
iled
Wa
ter
Ba
lan
ce
ca
lcu
lation
tha
t is
n
ee
de
d t
o ju
stify
th
e s
izin
g
of
the
co
nta
min
ate
d
sto
rmw
ate
r an
d
lea
chate
co
nta
inm
en
ts.
Th
e s
ize
of
the
“wo
rkin
g
face
” w
he
re
wa
ste
is
d
isp
ose
d
of
as
used
in t
he
wa
ter
ba
lance
ca
lcu
latio
ns
shou
ld
be
sta
ted
. T
he
a
ssu
mp
tion
s m
ad
e
aro
un
d a
rea
s th
at
will
b
e
ca
pp
ed
ne
ed
to
be s
tate
d,
the
ca
pp
ing
de
tail
app
roved
by t
he
reg
ula
tory
a
uth
orities
an
d
cap
pin
g
co
nstr
uction
u
nd
ert
ake
n
be
fore
fu
rth
er d
eve
lopm
en
t is
allo
we
d.
Th
is i
s n
ee
de
d
to v
alid
ate
the
assu
mp
tion
s in
the
rep
ort
.
K
8
Lea
cha
te
Sto
rag
e
Po
sit
ion
su
mm
ary
: N
o
de
tail
as
to
ho
w
an
y la
ndfill
lea
cha
te
colle
cte
d
in t
he
th
ree
pro
po
sed
ne
w
CC
T
he
P
VC
b
ladd
er
pro
vid
es
the
p
rim
ary
p
rote
ction
to
th
e
en
vironm
en
t. T
he
tan
k is
pla
ced w
ith
in a
con
cre
te p
it b
elo
w g
rou
nd
leve
l w
hic
h p
rovid
es a
se
con
da
ry le
ve
l o
f p
rote
ctio
n,
a t
hird
le
ve
l
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ctio
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
450
m3
cap
acity l
ined
tan
k w
ill b
e m
ana
ge
d c
ou
ld b
e
loca
ted
in th
e r
epo
rt.
As a
bo
ve,
calc
ula
tio
ns
an
d
assum
ption
s f
or
the
siz
ing
of
the
le
ach
ate
sto
rag
e
tan
ks
wa
s
no
t lo
cate
d
in
the
do
cum
en
tatio
n
asse
sse
d.
Th
e
199
7
Op
era
tion
al
Pla
n b
y J&
W
doe
s n
ot
pro
vid
e d
eta
ils o
f th
e
are
a
of
the
e
xpo
sed
wa
ste
. T
he
leacha
te
sto
rag
e
tan
k/s
is/a
re
pro
po
sed
to
b
e
lined
with
a
PV
C
bla
dd
er
(re
f se
ctio
n 1
.2.9
).
Th
is
wou
ld
ap
pe
ar
ma
rgin
ally
ad
eq
ua
te a
nd i
t is
u
su
ally
ta
ken
th
at
a
lea
cha
te
sto
rage
fa
cili
ty
sh
ou
ld b
e li
ne
d in
th
e s
am
e
wa
y a
s the
lan
dfill
(i.e
. w
ith
a C
lass
B l
ine
r ha
vin
g a
n
HD
PE
geo
mem
bra
ne
bu
t e
xclu
din
g
the
le
ach
ate
d
rain
age
la
yer)
. A
ss
es
sm
en
t &
re
co
mm
en
da
tio
n:
A d
eta
iled
W
ate
r B
ala
nce
ca
lcu
latio
n
nee
ds
to
be
of
pro
tect
ion
is in
th
e fo
rm o
f a
pu
mpa
ble
sum
p a
t th
e lo
w p
oin
t o
f th
e t
an
k b
ase
.
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
pro
vid
ed
to
justify
th
e
siz
ing o
f th
e c
onta
min
ate
d
sto
rmw
ate
r an
d
lea
chate
co
nta
inm
en
ts.
Th
e s
ize
of
the
“wo
rkin
g
face
” w
he
re
wa
ste
is
d
isp
ose
d
of
as
used
in t
he
wa
ter
ba
lance
ca
lcu
latio
ns
ne
ed
s
to
be
sta
ted
. T
he u
se o
f a P
VC
bla
dd
er
for
lea
cha
te
con
tain
men
t h
as
not
be
en
ju
stifie
d
in
term
s
of
pe
rfo
rma
nce
wh
en
su
bje
cte
d
to
the
lea
cha
te c
hem
ica
ls.
HD
PE
m
ay
be
a
m
ore
su
itab
le
linin
g.
K
9
Lea
kag
e
De
tect
ion
Po
sit
ion
su
mm
ary
: T
he
re is
no m
en
tion o
f le
ak
de
tection
su
rve
y (
Ele
ctr
ica
l L
ea
k
Lo
catio
n)
be
ing
sp
ecifie
d
for
the
H
DP
E
geo
mem
bra
ne
lin
er
aft
er
co
nstr
uction
. T
his
is
a
n
om
issio
n,
pa
rtic
ula
rly
no
ting t
he s
en
sitiv
e n
atu
re
of
the
p
ropo
sed
de
velo
pm
ent.
As
ses
sm
en
t &
re
co
mm
en
da
tio
n:
CC
T
he
re
is
no
le
gis
late
d
requ
irem
en
t fo
r le
ak
loca
tion
afte
r co
nstr
uction
th
ere
fore
it
can
no
t b
e c
alle
d a
n o
mis
sio
n.
Ho
we
ve
r,
it can
b
e
con
sid
ere
d
for
inclu
sio
n
as
pa
rt
of
the
Co
nstr
uction
Qu
alit
y A
ssu
ran
ce
Pla
n.
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n C
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
Ele
ctr
ica
l L
ea
k L
oca
tion
is
no
t sp
ecifie
d f
or
the
HD
PE
g
eo
mem
bra
ne
lin
er.
K1
0
CQ
A
Po
sit
ion
su
mm
ary
: T
he
de
sig
n
repo
rt
an
d
linin
g
spe
cific
atio
n
wou
ld
usua
lly
inco
rpo
rate
a
Co
nstr
uction
Q
ua
lity
Assu
ran
ce (
CQ
A)
pla
n b
ut
the
re i
s n
o m
ention
of
this
in
the
rep
ort
. A
ss
es
sm
en
t &
re
co
mm
en
da
tio
n:
A C
QA
pla
n h
as
no
t b
ee
n
pro
vid
ed
fo
r a
sse
ssm
en
t.
CC
R
efe
r A
ppe
nd
ix
D
of
Rep
ort
JW
130
/19
/600
7-2
1:
Con
str
uct
ion
Qu
alit
y C
on
tro
l Pla
n
K
11
De
tail
of
inte
rfa
ce w
ith
ex lin
ing
Po
sit
ion
su
mm
ary
: P
hase
1A
of
the
No
rthe
rn
Expa
nsio
n
pro
po
sed
will
in
terf
ace
w
ith th
e e
xis
ting
linin
g o
f C
ells
4,
5 a
nd
th
e
pro
po
sed C
ell
7. T
he d
eta
il o
f th
e
inte
rfa
ce
with
th
e
linin
g
syste
ms
is
no
t p
rovid
ed
to
b
e a
sse
ssed
. T
his
in
terf
ace
doe
s
have
the p
ote
ntia
l to b
e a
sou
rce
of
lea
kage
th
roug
h
the
linin
g s
yste
m.
As
ses
sm
en
t &
re
co
mm
en
da
tio
n:
CC
F
or
mo
tiva
tion
of d
rain
age
laye
rs a
t in
terf
ace
betw
een
exis
ting
an
d
ne
w w
aste
bo
dy
– s
ee
re
spon
se t
o K
2.
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ctio
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
No
de
tail
fo
r th
e i
nte
rfa
ce i
s
pro
vid
ed
.
K1
2
Ga
s
extr
actio
n
Po
sit
ion
su
mm
ary
: T
he s
ite h
as
an
active g
as
extr
actio
n s
yste
m (
Se
ctio
n
1.3
.2.3
) a
nd
th
e
rep
ort
in
dic
ate
s
that
ho
rizo
nta
l g
as w
ells
are
pro
po
sed
to
be
ext
en
de
d
into
th
e
no
rth
ern
expa
nsio
n P
hase
1A
Ce
ll 1
, 2
an
d 3
at
10m
sp
acin
g.
Th
is
exte
nsio
n
sh
ou
ld
redu
ce
odo
ur
risk
fro
m h
igh
to
me
diu
m.
CC
A
gre
ed
K
13
Te
mp
era
ture
P
os
itio
n s
um
ma
ry:
Th
e s
erv
ice
lif
e o
f
ge
osy
nth
eti
c m
ate
ria
ls,
spe
cifi
call
y t
he
HD
PE
ge
om
em
bra
ne
lin
er
wh
en
sub
ject
ed
to
po
ssib
le
ele
va
ted
te
mp
era
ture
s
un
de
r a
la
nd
fill
wh
ere
“ge
ne
ral
wa
ste
”, (
Ty
pe
2
Wa
ste
) is
ad
dre
sse
d
rela
tiv
ely
co
mp
reh
en
siv
ely
.
Bu
t th
e
repo
rt
ind
ica
tes
that
“ele
vate
d
tem
pe
ratu
res”
be
low
th
e
wa
ste
are
no
t a
nticip
ate
d.
CC
T
he
pla
n is t
o r
e-e
va
lua
te t
he
sta
tem
en
t b
y in
sta
llin
g t
em
pe
ratu
re
mea
su
rin
g
instr
um
en
tatio
n
abo
ve
Ce
ll 7
as
deta
iled
in
repo
rt
JW
13
0/1
9/6
007
-21
.
85
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ctio
n C
om
ments
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JE
CT
ION
/AP
PE
ND
IX
CL
AU
SE
R
EF
O
BJ
EC
TIO
N T
EX
T
J&
W
CO
MM
EN
TA
TO
R I
NIT
IAL
S
J&
W C
OM
ME
NT
As
ses
sm
en
t &
re
co
mm
en
da
tio
n:
Th
e
assum
ption
th
at
ele
vate
d
tem
pe
ratu
res
be
low
th
e
wa
ste
w
ill
no
t o
ccu
r se
em
s con
tra
ry
to
expe
rie
nce
a
nd
p
ub
lishe
d
de
tails
and
sho
uld
po
ssib
ly
be
re
-eva
luate
d.
A typ
ica
l re
fere
nce is
“O
n –
L
ine
M
ea
sure
men
ts
of
Te
mp
era
ture
o
f L
an
dfill
Lin
ers
a
nd
W
aste
in
L
an
dfill
Ce
lls b
y L
Moo
dle
y,
J M
cC
all,
L J
Str
ach
an
& A
J
Bo
we
rs
whe
re
tem
pe
ratu
res a
pp
roa
ch
ing
50
ºC
we
re
reco
rde
d
by
the
rmo
coup
les
und
er
mun
icip
al so
lid w
aste
6007-029-20-TN057_r0_Objection Comments.docx
Annexure A
Signed code of conduct by Jones & Wagener Specialists
Page 1 of 2 SACNASP Code of Conduct 13 March 2019
Revised SACNASP Code of Conduct
(with effect from 1 April 2019)
The Council has drawn up the following Code of Conduct with which registered natural scientists must
comply. Failure to do so constitutes improper conduct and regulatory action may be imposed by
SACNASP in terms of Section 29 of the Natural Scientific Professions Act (No 27 of 2003), as amended.
In practicing natural science professions registered natural scientists must:
1. Serve and protect the public and the enviroment from malpractice in matters involving the
rendering of natural scientific services in accordance with applicable laws, regulations, standards
and guiding principles.
2. Discharge their duties to their employers or clients efficiently and with integrity.
3. Discharge their duties in compliance with applicable ethical principles, relevant legislation and
standards in the field of practice.
4. Uphold the dignity, standing and reputation of the natural scientific professions.
5. Only undertake natural scientific work for which their education, experience or background have
rendered them competent to perform.
6. Disclose, to their respective employers or clients, in writing:
(a) Any interest that they may have in any company, firm or organisation, or with any person,
which is related to the work that they may be or may have been employed to perform;
and
(b) Particulars of any royalty or other financial benefit which accrues or may accrue to them
as a result of such interest.
7. Not deliberately and without just cause, substance or legal requirements, injure directly or
indirectly, the professional reputation, prospects or business of another person.
8. Not knowingly and unlawfully attempt to supplant another person after a formal offer of
employment and/or letter of award has been made.
Page 2 of 2 SACNASP Code of Conduct 13 March 2019
9. Not advertise their professional services in a manner that may be misleading or in a manner that
is derogatory of the dignity of the profession.
10. Not knowingly misrepresent or permit misrepresentation of their own or their associates'
academic or professional qualifications, neither exaggerate their own degree of responsibility for
any work of a natural scientific nature.
11. Give due recognition when using the work of others, including associates, in compliance with
applicable laws, regulations, standards and guiding principles.
12. Not destroy calculations, documentary or any other evidence required for the verification of their
work in accordance with document management laws, regulations and standards and guiding
principles.
13. Not personally, or through any other agency, attempt to obtain consulting work by way of
intimidation, threat or bribery.
14. When practicing their professions in another country, do so in accordance with this Code of
Conduct in so far as the Code of Conduct is not inconsistent with the law of the country
concerned; provided that they also adhere to the standards of professional conduct in that
country.
15. Comply with the applicable SACNASP Council rules and enforcement procedures published in
accordance with their relevant field of practice.
6007-029-20-TN057_r0_Objection Comments.docx
Annexure B
Surface Water Data
Su
rfa
ce
Wa
ter
qu
ali
ty b
as
eli
ne s
urv
ey d
ata
(m
os
t re
ce
nt
201
9 d
ata
) –
CL
S o
nsit
e (
ino
rga
nic
an
d o
rga
nic
co
ns
titu
en
ts)
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
an
d U
SE
PA
CL
51
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
52
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
57
(Lea
chat
e D
am)
Sam
plin
g D
ate
Mar
-19
Jan
-19
Mar
-19
Ino
rgan
ic C
on
stit
uen
ts
pH
6.
5-9.
0 5.
5 -
9.7
! N
G
7.7
8.5
8.3
Ele
ctri
cal c
ondu
ctiv
ity (
25°C
) m
S/m
65
17
0 !
NG
20
4 64
3 20
38
Tot
al D
isso
lved
Sol
ids
m
g/l
1
200
!
NG
13
68
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
1435
4
Alk
alin
ity a
s C
aCO
3 m
g/l
N
G
NG
46
4 68
00
Nitr
ate
as N
m
g/l
11
!
NG
<
0.10
<
0.10
Chl
orid
e as
Cl
mg/
l 60
30
0 !
NG
31
2 37
34
Sul
fate
as
SO
4
mg/
l 70
50
0 !
NG
12
1 22
4
Flu
orid
e as
F
mg/
l
1.5
! N
G
0.7
0.50
Ort
ho-P
hosp
hate
as
P
mg/
l 0.
125
NG
N
G
<0.
10
7.3
Sod
ium
as
Na
mg/
l 70
20
0 !
NG
22
8 30
87
Pot
assi
um a
s K
m
g/l
N
G
NG
11
5 20
71
Cal
cium
as
Ca
m
g/l
N
G
NG
71
11
8
Mag
nesi
um a
s M
g
mg/
l
NG
N
G
40
114
Bor
on a
s B
m
g/l
2.
4 !
NG
0.
6 12
Iron
(F
e) (
Dis
solv
ed)
m
g/l
0.30
2.
0 !
NG
0.
47
2.2
Man
gane
se (
Mn)
(D
isso
lved
) m
g/l
0.15
0.
40 !
NG
0.
84
0.94
Tra
ce E
lem
ents
Ars
enic
(A
s)
µg/
L
10
!
60 $
0.
010
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
0.62
Bar
ium
(B
a)
µg/
L
70
0 !
625
$ 0.
28
0.78
Cad
miu
m (
Cd)
µ
g/L
3.0
! 6.
0 $
0.
010
Cop
per
(Cu)
µ
g/L
0.
0075
2
000
! 75
$
0.03
0 0.
030
Chr
omiu
m (
Cr)
Tot
al
µg/
L
50
!
30 $
<
0.02
5 0.
86
Chr
omiu
m (
Cr6
+)
Hex
aval
ent
µg/
L
N
G
NG
Lead
(P
b)
µg/
L
0.13
10
!
75 $
0.
040
0.06
0
Mer
cury
(H
g)
µg/
L
6.
0 !
0.30
$
0.00
20
0.02
0
Van
adiu
m (
V)
µ
g/L
200
! N
G
0.00
5 0.
37
Mic
robi
olo
gica
l
E. C
oli
Cou
nt p
er 1
00m
l
0 N
G
Not
test
ed
Tot
al C
olifo
rms
Cou
nt p
er 1
00m
l
10
NG
Het
erot
roph
ic p
late
cou
nt
Cou
nt p
er m
l
1000
N
G
Som
atic
col
ipha
ges
Cou
nt p
er 1
0ml
0
NG
Vo
lati
le O
rgan
ic H
ydro
carb
on
s
Ben
zene
µ
g/L
N
G
30 $
A
naly
sed
but n
ot d
etec
ted
Ana
lyse
d bu
t not
det
ecte
d o-
Xyl
ene
µg/
L
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
an
d U
SE
PA
CL
51
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
52
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
57
(Lea
chat
e D
am)
Sam
plin
g D
ate
Mar
-19
Jan
-19
Mar
-19
Eth
ylbe
nzen
e µ
g/L
NG
15
0 $
Ana
lyse
d bu
t not
det
ecte
d 1.
0
m,p
-Xyl
ene
µg/
L
A
naly
sed
but n
ot d
etec
ted
Tol
uene
µ
g/L
NG
10
00 $
8.
9 2.
0
p-C
ymen
e µ
g/L
NG
N
G
0.20
A
naly
sed
but n
ot d
etec
ted
Ph
eno
ls
Phe
nol
ug/l
10
!
2 00
0 $
0.50
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d
2,4-
Dim
ethy
lphe
nol
ug/l
N
G
360
^ A
naly
sed
but n
ot d
etec
ted
Thy
mol
ug
/l
NG
N
G
0.01
0
Po
lycy
clic
Aro
mat
ic H
ydro
carb
on
s
Ant
hrac
ene
µg/
L
N
G
5.0
$ 0.
010
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d
Nap
htha
lene
µ
g/L
NG
70
$
4.0
Phe
nant
hren
e µ
g/L
NG
5.
0 $
0.06
0
Flu
oran
then
e µ
g/L
NG
1.
0 $
Ana
lyse
d bu
t not
det
ecte
d p-
Chl
orop
heno
l µ
g/L
2,4/
2,5-
Dic
hlor
ophe
nol
µg/
L
Nit
rog
en p
esti
cid
es
Am
etry
n µ
g/L
NG
15
0 ^
0.18
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d A
traz
in
µg/
L
N
G
150
$ 1.
3
Ter
buth
ylaz
ine
µg/
L
N
G
NG
1.
8
Ta
ble
Err
or!
No
te
xt o
f spe
cifie
d s
tyle
in
docum
en
t..a
: S
urf
ace
Wa
ter
qu
ali
ty b
ase
lin
e s
urv
ey d
ata
(M
arc
h 2
019
sam
ple
ru
n)
– C
LS
No
rth
ern
Ex
ten
sio
n o
ffs
ite
(in
org
an
ic a
nd
org
an
ic c
on
sti
tue
nts
)
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
and
U
SE
PA
C
hlo
or
WQ
1 C
hlo
or
WQ
2 C
hlo
or
WQ
3
Dat
e S
ampl
ed
19/0
3/20
19
19/0
3/20
19
No
Sam
ple
Ino
rgan
ic C
on
stit
uen
ts
pH
6.
5-9.
0 5.
5 -
9.7
! N
G
7.9
7.2
E
lect
rica
l con
duct
ivity
(25
°C)
mS
/m
65
170
! N
G
131
40
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
and
U
SE
PA
C
hlo
or
WQ
1 C
hlo
or
WQ
2 C
hlo
or
WQ
3
Dat
e S
ampl
ed
19/0
3/20
19
19/0
3/20
19
No
Sam
ple
Tot
al D
isso
lved
Sol
ids
m
g/l
1
200
!
NG
88
8 23
0
Alk
alin
ity a
s C
aCO
3 m
g/l
N
G
NG
40
0 15
2
Am
mon
ia a
s N
m
g/l
0.10
1.
5 !
NG
<
0.10
6.
0
Nitr
ate
as N
m
g/l
11
!
NG
1.
0 2.
2
Chl
orid
e as
Cl
mg/
l 60
30
0 !
NG
14
1 21
Sul
fate
as
SO
4
mg/
l 70
50
0 !
NG
12
5 24
Flu
orid
e as
F
mg/
l
1.5
! N
G
0.40
0.
20
Ort
ho-P
hosp
hate
as
P
mg/
l 0.
125
NG
N
G
<0.
10
1.5
Sod
ium
as
Na
mg/
l 70
20
0 !
NG
93
18
Pot
assi
um a
s K
m
g/l
N
G
NG
23
7.
8
Cal
cium
as
Ca
m
g/l
N
G
NG
13
2 33
Mag
nesi
um a
s M
g
mg/
l
NG
N
G
35
9
Bor
on a
s B
m
g/l
2.
4 !
NG
0.
030
0.17
Iron
(F
e) (
Dis
solv
ed)
m
g/l
0.30
2.
0 !
NG
<
0.02
5 0.
03
Man
gane
se (
Mn)
(D
isso
lved
) m
g/l
0.15
0.
40 !
NG
0.
40
<0.
025
Tra
ce E
lem
ents
Ars
enic
(A
s)
µg/
L
10
!
60 $
1.
0 1.
0
Bar
ium
(B
a)
µg/
L
70
0 !
625
$ 68
12
5
Cad
miu
m (
Cd)
µ
g/L
3.0
! 6.
0 $
<3.
0 <
3.0
Cop
per
(Cu)
µ
g/L
2 00
0 !
75 $
<
10
<10
Chr
omiu
m (
Cr)
Tot
al
µg/
L
50
!
30 $
<
25
<25
Chr
omiu
m (
Cr6
+)
Hex
aval
ent
µg/
L
N
G
NG
<
10
<10
Lead
(P
b)
µg/
L
10
!
75 $
<
10
<10
Mer
cury
(H
g)
µg/
L
6.
0 !
0.30
$
<1.
0 3.
0
Van
adiu
m (
V)
µ
g/L
200
! N
G
Ana
lyse
d bu
t no
t de
tect
ed
2.8
Mic
robi
olo
gica
l
E. C
oli
Cou
nt p
er 1
00m
l 13
0 0
NG
34
000
33
0
Tot
al C
olifo
rms
Cou
nt p
er 1
00m
l
10
NG
87
000
11
000
Het
erot
roph
ic p
late
cou
nt
Cou
nt p
er m
l
1000
N
G
>10
0 00
0 13
000
Vo
lati
le O
rgan
ic H
ydro
carb
on
s
Eth
ylbe
nzen
e µ
g/L
NG
15
0 $
0.24
0.
19
m,p
-Xyl
ene
µg/
L
Ana
lyse
d bu
t no
t de
tect
ed
0.14
Tol
uene
µ
g/L
NG
10
00 $
1.
3
p-C
ymen
e µ
g/L
NG
N
G
0.15
Ph
eno
ls
2,4-
Dim
ethy
lphe
nol
ug/l
N
G
360
^ A
naly
sed
but
not
dete
cted
0.
030
Vo
lati
le h
alo
gen
ated
Hyd
roca
rbo
ns
Dic
hlor
omet
hane
µ
g/L
NG
10
00 $
0.44
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
and
U
SE
PA
C
hlo
or
WQ
1 C
hlo
or
WQ
2 C
hlo
or
WQ
3
Dat
e S
ampl
ed
19/0
3/20
19
19/0
3/20
19
No
Sam
ple
Tri
chlo
rom
etha
ne
µg/
L
N
G
400
$ A
naly
sed
but n
ot d
etec
ted
2.8
B
rom
ochl
orom
etha
ne
µg/
L
N
G
83 ^
0.
10
Bro
mod
ichl
orom
etha
ne
µg/
L
N
G
0.13
^
Ana
lyse
d bu
t not
det
ecte
d
0.32
Po
lycy
clic
Aro
mat
ic H
ydro
carb
on
s
Phe
nant
hren
e µ
g/L
NG
5.
0 $
A
naly
sed
but n
ot d
etec
ted
0.04
0
Flu
oran
then
e µ
g/L
NG
1.
0 $
0.03
0
p-C
hlor
ophe
nol
µg/
L
0.
060
2,4/
2,5-
Dic
hlor
ophe
nol
µg/
L
0.
020
Nit
rog
en p
esti
cid
es
Atr
azin
µ
g/L
NG
15
0 $
Ana
lyse
d bu
t not
det
ecte
d
0.08
0
Ter
buth
ylaz
ine
µg/
L
N
G
NG
0.
10
To
tal
Pet
role
um
Hyd
roca
rbo
ns
TP
H C
10-C
12
µg/
L
A
naly
sed
but n
ot d
etec
ted
TP
H C
12-C
16
µg/
L
TP
H C
16-C
21
µg/
L
47
TP
H C
21-C
30
µg/
L
88
TP
H C
30-C
35
µg/
L
21
TP
H C
35-C
40
µg/
L
TP
H (
sum
C10
-C40
) µ
g/L
NG
60
0 $
170
$
D
utc
h I
nte
rvention L
imit
^
U
SE
PA
!
S
AN
S 2
41
NG
No G
uid
elin
e
Ta
ble
Err
or!
No
te
xt o
f spe
cifie
d s
tyle
in
docum
en
t..b
: S
urf
ace
Wa
ter
qu
ali
ty b
as
eli
ne s
urv
ey d
ata
(m
os
t re
ce
nt
201
9 d
ata
) –
CL
S o
nsit
e (
ino
rga
nic
an
d o
rga
nic
co
ns
titu
en
ts)
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
an
d U
SE
PA
CL
51
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
52
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
57
(Lea
chat
e D
am)
Sam
plin
g D
ate
Mar
-19
Ap
r-19
M
ar-1
9
Ino
rgan
ic C
on
stit
uen
ts
pH
6.
5-9.
0 5.
5 -
9.7
! N
G
7.7
8.4
8.3
Ele
ctri
cal c
ondu
ctiv
ity (
25°C
) m
S/m
65
17
0 !
NG
20
4 70
7 20
38
Tot
al D
isso
lved
Sol
ids
m
g/l
1
200
!
NG
13
68
Janu
ary
is a
n in
dica
tor
mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
1435
4
Alk
alin
ity a
s C
aCO
3 m
g/l
N
G
NG
46
4 68
00
Nitr
ate
as N
m
g/l
11
!
NG
<
0.10
<
0.10
Chl
orid
e as
Cl
mg/
l 60
30
0 !
NG
31
2 37
34
Sul
fate
as
SO
4
mg/
l 70
50
0 !
NG
12
1 22
4
Flu
orid
e as
F
mg/
l
1.5
! N
G
0.7
0.50
Ort
ho-P
hosp
hate
as
P
mg/
l 0.
125
NG
N
G
<0.
10
7.3
Sod
ium
as
Na
mg/
l 70
20
0 !
NG
22
8 30
87
Pot
assi
um a
s K
m
g/l
N
G
NG
11
5 20
71
Cal
cium
as
Ca
m
g/l
N
G
NG
71
11
8
Mag
nesi
um a
s M
g
mg/
l
NG
N
G
40
114
Bor
on a
s B
m
g/l
2.
4 !
NG
0.
6 12
Iron
(F
e) (
Dis
solv
ed)
m
g/l
0.30
2.
0 !
NG
0.
47
2.2
Man
gane
se (
Mn)
(D
isso
lved
) m
g/l
0.15
0.
40 !
NG
0.
84
0.94
Tra
ce E
lem
ents
Ars
enic
(A
s)
µg/
L
10
!
60 $
0.
010
Janu
ary
is a
n in
dica
tor
mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
0.62
Bar
ium
(B
a)
µg/
L
70
0 !
625
$ 0.
28
0.78
Cad
miu
m (
Cd)
µ
g/L
3.0
! 6.
0 $
0.
010
Cop
per
(Cu)
µ
g/L
0.
0075
2
000
! 75
$
0.03
0 0.
030
Chr
omiu
m (
Cr)
Tot
al
µg/
L
50
!
30 $
<
0.02
5 0.
86
Chr
omiu
m (
Cr6
+)
Hex
aval
ent
µg/
L
N
G
NG
Lead
(P
b)
µg/
L
0.13
10
!
75 $
0.
040
0.06
0
Mer
cury
(H
g)
µg/
L
6.
0 !
0.30
$
0.00
20
0.02
0
Van
adiu
m (
V)
µ
g/L
200
! N
G
0.00
5 0.
37
Mic
robi
olo
gica
l
E. C
oli
Cou
nt p
er 1
00m
l
0 N
G
Not
test
ed
Tot
al C
olifo
rms
Cou
nt p
er 1
00m
l
10
NG
Het
erot
roph
ic p
late
cou
nt
Cou
nt p
er m
l
1000
N
G
Som
atic
col
ipha
ges
Cou
nt p
er 1
0ml
0
NG
Vo
lati
le O
rgan
ic H
ydro
carb
on
s
Ben
zene
µ
g/L
N
G
30 $
A
naly
sed
but n
ot d
etec
ted
Ana
lyse
d bu
t not
det
ecte
d o-
Xyl
ene
µg/
L
Co
nst
itu
ents
U
nit
Gu
idel
ines
S
amp
le L
oca
tion
s
RW
QO
C
roco
dile
UIA
1,
RU
1_7
SA
NS
241
20
15
Du
tch
Inte
rven
tio
n L
imit
an
d U
SE
PA
CL
51
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
52
(Co
ntam
inat
ed S
torm
Wat
er D
am)
CL
57
(Lea
chat
e D
am)
Sam
plin
g D
ate
Mar
-19
Ap
r-19
M
ar-1
9
Eth
ylbe
nzen
e µ
g/L
NG
15
0 $
Ana
lyse
d bu
t not
det
ecte
d 1.
0
m,p
-Xyl
ene
µg/
L
A
naly
sed
but n
ot d
etec
ted
Tol
uene
µ
g/L
NG
10
00 $
8.
9 2.
0
p-C
ymen
e µ
g/L
NG
N
G
0.20
A
naly
sed
but n
ot d
etec
ted
Ph
eno
ls
Phe
nol
ug/l
10
!
2 00
0 $
0.50
Janu
ary
is a
n in
dica
tor
Mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d
2,4-
Dim
ethy
lphe
nol
ug/l
N
G
360
^ A
naly
sed
but n
ot d
etec
ted
Thy
mol
ug
/l
NG
N
G
0.01
0
Po
lycy
clic
Aro
mat
ic H
ydro
carb
on
s
Ant
hrac
ene
µg/
L
N
G
5.0
$ 0.
010
Janu
ary
is a
n in
dica
tor
mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d
Nap
htha
lene
µ
g/L
NG
70
$
4.0
Phe
nant
hren
e µ
g/L
NG
5.
0 $
0.06
0
Flu
oran
then
e µ
g/L
NG
1.
0 $
Ana
lyse
d bu
t not
det
ecte
d p-
Chl
orop
heno
l µ
g/L
2,4/
2,5-
Dic
hlor
ophe
nol
µg/
L
Nit
rog
en p
esti
cid
es
Am
etry
n µ
g/L
NG
15
0 ^
0.18
Janu
ary
is a
n in
dica
tor
mon
th a
nd o
nly
pH a
nd E
C a
naly
sed
Ana
lyse
d bu
t not
det
ecte
d A
traz
in
µg/
L
N
G
150
$ 1.
3
Ter
buth
ylaz
ine
µg/
L
N
G
NG
1.
8
Ta
ble
Err
or!
No
te
xt o
f spe
cifie
d s
tyle
in
docum
en
t..c
: S
urf
ace
Wa
ter
qu
ali
ty b
as
eli
ne s
urv
ey d
ata
(A
pri
l 201
9 s
am
ple
ru
n)
– C
LS
Ex
pa
ns
ion
off
sit
e (
ino
rga
nic
an
d o
rga
nic
co
ns
titu
en
ts)
Co
nst
itu
en
ts
Un
it
Gu
ide
lin
es
Sa
mp
le L
oca
tio
ns
RW
QO
Cro
cod
ile
UIA
1,
RU
1_
7
SA
NS
24
1
20
15
Du
tch
Inte
rve
nti
on
Lim
it a
nd
US
EP
A
Ch
loo
r W
Q1
C
hlo
or
WQ
2
Ch
loo
r W
Q3
Da
te S
am
ple
d
24
/04
/20
19
2
4/0
4/2
01
9
24
/04
/20
19
Ino
rga
nic
Co
nst
itu
en
ts
pH
6.5
-9.0
5
.5 -
9.7
!
NG
7
.8
7.9
8
.5
Ele
ctri
cal
con
du
ctiv
ity
(2
5°C
) m
S/m
6
5
17
0 !
N
G
74
6
2
39
To
tal
Dis
solv
ed
So
lid
s
mg
/l
1
20
0 !
N
G
52
8
41
8
26
2
Alk
ali
nit
y a
s C
aC
O3
m
g/l
NG
N
G
11
0
12
3
89
Am
mo
nia
as
N
mg
/l
0.1
1
.5 !
N
G
0.1
2
.0
1.4
Nit
rate
as
N
mg
/l
1
1 !
N
G
27
.0
<0
.10
0
.9
Ch
lori
de
as
Cl
mg
/l
60
3
00
!
NG
4
0
50
2
1
Su
lfa
te a
s S
O4
mg
/l
70
5
00
!
NG
6
3
87
5
6
Flu
ori
de
as
F
mg
/l
1
.5 !
N
G
0.5
0
0.4
0
0.2
Ort
ho
-Ph
osp
ha
te a
s P
m
g/l
0
.12
5
NG
N
G
0.1
<
0.1
0
0.1
So
diu
m a
s N
a
mg
/l
70
2
00
!
NG
3
7
38
2
0
Po
tass
ium
as
K
mg
/l
N
G
NG
1
7
16
.3
9.8
Ca
lciu
m a
s C
a
mg
/l
N
G
NG
8
5
62
4
2
Ma
gn
esi
um
as
Mg
m
g/l
NG
N
G
11
1
2.0
8
Bo
ron
as
B
mg
/l
2
.4 !
N
G
0.0
69
0
.12
4
0.0
56
Iro
n (
Fe
) (D
isso
lve
d)
m
g/l
0
.3
2.0
!
NG
0
.03
7
0.0
58
<
0.0
25
Ma
ng
an
ese
(M
n)
(Dis
solv
ed
) m
g/l
0
.15
0
.40
!
NG
0
.13
0
.52
<
0.0
25
Tra
ce E
lem
en
ts
Ars
en
ic (
As)
µ
g/L
10
!
60
$
0.1
5
.0
1.0
Ba
riu
m (
Ba
)
µg
/L
7
00
!
62
5 $
8
0
50
0
10
1.0
Ca
dm
ium
(C
d)
µ
g/L
3.0
!
6.0
$
<3
.0
<3
.0
<3
.0
Co
pp
er
(Cu
)
µg
/L
2
00
0 !
7
5 $
<
10
1
39
1
2.0
Ch
rom
ium
(C
r) T
ota
l
µg
/L
5
0 !
3
0 $
<
25
5
0
<2
5
Ch
rom
ium
(C
r6+
) H
exa
va
len
t
µg
/L
N
G
NG
<
10
<
10
0
.03
Lea
d (
Pb
)
µg
/L
1
0 !
7
5 $
<
10
6
0
<1
0
Me
rcu
ry (
Hg
)
µg
/L
6
.0 !
0
.30
$
0.0
49
<
1.0
<
1.0
Va
na
diu
m (
V)
µ
g/L
20
0 !
N
G
Ana
lyse
d bu
t not
det
ecte
d
4.1
4
.9
Mic
rob
iolo
gic
al
E.
Co
li
Co
un
t p
er
10
0m
l 1
30
0
N
G
6 3
00
4
4 0
00
1
7 0
00
To
tal
Co
lifo
rms
Co
un
t p
er
10
0m
l
10
N
G
>1
00
00
0
>1
00
00
0
12
00
0
He
tero
tro
ph
ic p
late
co
un
t C
ou
nt
pe
r m
l
10
00
N
G
So
ma
tic
coli
ph
ag
es
Co
un
t p
er
10
ml
0
N
G
Vo
lati
le O
rga
nic
Hy
dro
carb
on
s
Be
nze
ne
µ
g/L
NG
3
0 $
0
.41
0
.55
0
.41
Eth
ylb
en
zen
e
µg
/L
N
G
15
0 $
A
naly
sed
but n
ot d
etec
ted
0
.16
A
naly
sed
but n
ot d
etec
ted
Co
nst
itu
en
ts
Un
it
Gu
ide
lin
es
Sa
mp
le L
oca
tio
ns
RW
QO
Cro
cod
ile
UIA
1,
RU
1_
7
SA
NS
24
1
20
15
Du
tch
Inte
rve
nti
on
Lim
it a
nd
US
EP
A
Ch
loo
r W
Q1
C
hlo
or
WQ
2
Ch
loo
r W
Q3
Da
te S
am
ple
d
24
/04
/20
19
2
4/0
4/2
01
9
24
/04
/20
19
o-X
yle
ne
µ
g/L
0.2
8
Xy
len
es
(su
m)
µg
/L
N
G
70
$
0.8
2
0.2
2
m,p
-Xyl
en
e
µg
/L
0
.12
0
.54
0
.22
To
lue
ne
µ
g/L
NG
1
00
0 $
0
.18
0
.62
0
.37
1,2
,4-T
rim
eth
ylb
en
zen
e
µg
/L
NG
1
5 ^
Ana
lyse
d bu
t not
det
ecte
d
0.3
2
0.2
p-C
ym
en
e
µg
/L
N
G
NG
A
naly
sed
but n
ot d
etec
ted
A
naly
sed
but n
ot d
etec
ted
Ph
en
ols
2,4
-Dim
eth
ylp
he
no
l u
g/l
NG
3
60
^
Ana
lyse
d bu
t not
det
ecte
d
0.1
2
0.0
4
2,5
-Dim
eth
ylp
he
no
l u
g/l
N
G
NG
0.1
2
0.0
3
2,6
-Dim
eth
ylp
he
no
l u
g/l
N
G
11
^
0
.05
3,4
-Dim
eth
ylp
he
no
l u
g/l
N
G
18
^
0
.06
0
.03
o-E
thy
lph
en
ol
ug
/l
NG
N
G
0
.07
m-E
thy
lph
en
ol
ug
/l
NG
N
G
0
.11
0
.04
4-E
thy
l/2
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an
d 3
,5-d
ime
thyl
ph
en
ol
ug
/l
NG
N
G
0
.22
0
.1
o-C
reso
l u
g/l
0.3
7
Vo
lati
le h
alo
ge
na
ted
Hy
dro
carb
on
s
Ch
loro
me
tha
ne
µ
g/L
N
G
19
0 ^
0.2
3
Ana
lyse
d bu
t not
det
ecte
d
Ana
lyse
d bu
t not
det
ecte
d
Dic
hlo
rom
eth
an
e
µg
/L
N
G
10
00
$
Ana
lyse
d bu
t not
det
ecte
d
Tri
chlo
rom
eth
an
e
µg
/L
N
G
40
0 $
1
.9
Bro
mo
chlo
rom
eth
an
e
µg
/L
N
G
83
^
Ana
lyse
d bu
t not
det
ecte
d
Bro
mo
dic
hlo
rom
eth
an
e
µg
/L
N
G
0.1
3 ^
Dib
rom
och
loro
me
tha
ne
µ
g/L
N
G
0.1
7 ^
0.4
7
Po
lycy
clic
Aro
ma
tic
Hy
dro
carb
on
s
Ph
en
an
thre
ne
µ
g/L
NG
5
.0 $
Ana
lyse
d bu
t not
det
ecte
d
0.2
7
0.1
1
Flu
ora
nth
en
e
µg
/L
N
G
1.0
$
0.2
2
0.0
3
p-C
hlo
rop
he
no
l µ
g/L
Ana
lyse
d bu
t not
det
ecte
d
Ana
lyse
d bu
t not
det
ecte
d
An
thra
cen
e
µg
/L
NG
5
.0 $
0.0
4
0.1
Py
ren
e
µg
/L
NG
1
20
^
0
.3
0.0
7
Be
nzo
(a)a
nth
race
ne
µ
g/L
N
G
0.5
0 $
0.0
7
Ana
lyse
d bu
t not
det
ecte
d
Ch
ryse
ne
µ
g/L
N
G
0.2
0 $
0.0
9
Be
nzo
(b+
k)f
luo
ran
the
ne
µ
g/L
N
G
0.0
50
$
0
.11
PA
H 1
6 E
PA
(su
m)
µg
/L
NG
N
G
1
.10
Pe
nta
chlo
rop
he
no
l µ
g/L
N
G
3.0
$
0
.01
2,4
/2,5
-Dic
hlo
rop
he
no
l µ
g/L
Ana
lyse
d bu
t not
det
ecte
d
0.0
2
Ch
loro
be
nze
ne
s
Mo
no
chlo
rob
en
zen
e
µg
/L
NG
1
80
$
A
naly
sed
but n
ot d
etec
ted
2
.20
0
.34
Nit
rog
en
pe
stic
ide
s
Atr
azi
n
µg
/L
N
G
15
0 $
A
naly
sed
but n
ot d
etec
ted
0
.12
0
0.1
2
Co
nst
itu
en
ts
Un
it
Gu
ide
lin
es
Sa
mp
le L
oca
tio
ns
RW
QO
Cro
cod
ile
UIA
1,
RU
1_
7
SA
NS
24
1
20
15
Du
tch
Inte
rve
nti
on
Lim
it a
nd
US
EP
A
Ch
loo
r W
Q1
C
hlo
or
WQ
2
Ch
loo
r W
Q3
Da
te S
am
ple
d
24
/04
/20
19
2
4/0
4/2
01
9
24
/04
/20
19
Te
rbu
thy
lazi
ne
µ
g/L
NG
N
G
0.1
6
0.1
1
Mis
cell
an
eo
us
Org
an
ic C
om
po
un
ds
Bip
he
ny
l µ
g/L
N
G
0.8
3 ^
Ana
lyse
d bu
t not
det
ecte
d
0.0
1
0.0
4
Po
lyC
hlo
rin
ate
d B
iph
en
yl (
PC
B)
PC
B 2
8
µg
/L
A
naly
sed
but n
ot d
etec
ted
0
.01
A
na
lyse
d b
ut
no
t d
ete
cte
d
To
tal
Pe
tro
leu
m H
yd
roca
rbo
ns
TP
H C
10
-C1
2
µg
/L
A
naly
sed
but n
ot d
etec
ted
A
naly
sed
but n
ot d
etec
ted
A
naly
sed
but n
ot d
etec
ted
TP
H C
12
-C1
6
µg
/L
1
5
46
TP
H C
16
-C2
1
µg
/L
A
naly
sed
but n
ot d
etec
ted
6
4
29
0
TP
H C
21
-C3
0
µg
/L
2
1
37
3
80
TP
H C
30
-C3
5
µg
/L
Ana
lyse
d bu
t not
det
ecte
d
16
0
95
TP
H C
35
-C4
0
µg
/L
7
2
37
TP
H (
sum
C1
0-C
40
) µ
g/L
NG
6
00
$
68
0
85
0
$
D
utc
h I
nte
rvention L
imit
^
U
SE
PA
!
S
AN
S 2
41
NG
No G
uid
elin
e
Att
ach
Lab
ce
rtific
ate
fo
r M
ay 2
019
sam
ple
ru
n.
Co
nst
itu
en
ts
Un
it
Gu
ide
lin
es
Sa
mp
le L
oca
tio
ns
RW
QO
Cro
cod
ile
UIA
1,
RU
1_
7
SA
NS
24
1
20
15
Du
tch
Inte
rve
nti
on
Lim
it a
nd
US
EP
A
Ch
loo
r W
Q1
C
hlo
or
WQ
2
Ch
loo
r W
Q3
Da
te S
am
ple
d
Ma
y 2
01
9
Ma
y 2
01
9
Ma
y 2
01
9
Ino
rga
nic
Co
nst
itu
en
ts
pH
6.5
-9.0
5
.5 -
9.7
!
NG
7
.9
8.2
8
.5
Ele
ctri
cal
con
du
ctiv
ity
(2
5°C
) m
S/m
6
5
17
0 !
N
G
13
7
81
.7
87
.9
To
tal
Dis
solv
ed
So
lid
s
mg
/l
1
20
0 !
N
G
90
2
59
0
61
4
Alk
ali
nit
y a
s C
aC
O3
m
g/l
NG
N
G
38
8
11
6
18
4
Am
mo
nia
as
N
mg
/l
0.1
1
.5 !
N
G
<0
.1
0.8
0
.6
Nit
rate
as
N
mg
/l
1
1 !
N
G
0.3
1
.5
6.9
Ch
lori
de
as
Cl
mg
/l
60
3
00
!
NG
1
53
3
9
54
Su
lfa
te a
s S
O4
mg
/l
70
5
00
!
NG
1
79
2
21
1
89
Flu
ori
de
as
F
mg
/l
1
.5 !
N
G
0.2
0
.4
0.4
Ort
ho
-Ph
osp
ha
te a
s P
m
g/l
0
.12
5
NG
N
G
<0
.1
<0
.1
<0
.1
So
diu
m a
s N
a
mg
/l
70
2
00
!
NG
9
5
38
5
2
Po
tass
ium
as
K
mg
/l
N
G
NG
1
7.9
3
0
24
Ca
lciu
m a
s C
a
mg
/l
N
G
NG
1
32
1
00
9
6
Ma
gn
esi
um
as
Mg
m
g/l
NG
N
G
42
7
1
4
Bo
ron
as
B
mg
/l
2
.4 !
N
G
0.1
37
0
.06
3
0.1
10
Iro
n (
Fe
) (D
isso
lve
d)
m
g/l
0
.3
2.0
!
NG
<
0.0
25
0
.08
4
0.0
44
Ma
ng
an
ese
(M
n)
(Dis
solv
ed
) m
g/l
0
.15
0
.40
!
NG
0
.68
9
0.0
38
<
0.0
25
Tra
ce E
lem
en
ts
Ars
en
ic (
As)
µ
g/L
10
!
60
$
<0
.00
1
<0
.00
1
<0
.00
1
Ba
riu
m (
Ba
)
µg
/L
7
00
!
62
5 $
0
.14
1
0.1
17
0
.11
8
Ca
dm
ium
(C
d)
µ
g/L
3.0
!
6.0
$
<0
.00
3
<0
.00
3
<0
.00
3
Co
pp
er
(Cu
)
µg
/L
2
00
0 !
7
5 $
<
0.0
10
<
0.0
10
<
0.0
10
Ch
rom
ium
(C
r) T
ota
l
µg
/L
5
0 !
3
0 $
<
0.0
25
0
.03
2
<0
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5
Ch
rom
ium
(C
r6+
) H
exa
va
len
t
µg
/L
N
G
NG
<
0.0
10
0
.02
8
0.0
10
Lea
d (
Pb
)
µg
/L
1
0 !
7
5 $
<
0.0
10
<
0.0
10
<
0.0
10
Me
rcu
ry (
Hg
)
µg
/L
6
.0 !
0
.30
$
<0
.00
1
<0
.00
1
<0
.00
1
Va
na
diu
m (
V)
µ
g/L
20
0 !
N
G
Co
nst
itu
en
ts
Un
it
Gu
ide
lin
es
Sa
mp
le L
oca
tio
ns
RW
QO
Cro
cod
ile
UIA
1,
RU
1_
7
SA
NS
24
1
20
15
Du
tch
Inte
rve
nti
on
Lim
it a
nd
US
EP
A
Ch
loo
r W
Q1
C
hlo
or
WQ
2
Ch
loo
r W
Q3
Da
te S
am
ple
d
Ma
y 2
01
9
Ma
y 2
01
9
Ma
y 2
01
9
Mic
rob
iolo
gic
al
E.
Co
li
Co
un
t p
er
10
0m
l 1
30
0
N
G
20
2
40
0
22
0
To
tal
Co
lifo
rms
Co
un
t p
er
10
0m
l
10
N
G
98
00
0
24
00
0
16
00
0
He
tero
tro
ph
ic p
late
co
un
t C
ou
nt
pe
r m
l
10
00
N
G
>1
00
00
0
>1
00
00
0
>1
00
00
0
So
ma
tic
coli
ph
ag
es
Co
un
t p
er
10
ml
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N
G
Table 6.4.a: New CSWD Expansion 1A details
Parameter Value Units
Capacity 14 500 m3
Surface area 3 600 m2
Assumed average depth 4.0 m
Average pumping volume 200 m3/day
Peak pumping volume 300 m3/day Average number of pumping days per year 45 days
Dust Suppression 45 m3/day
Table 6.4.b: New CSWD Expansion 1A and B details
Parameter Value Units
Capacity 21 500 m3
Surface area 4 800 m2
Assumed average depth 4.5 m
Average pumping volume 270 m3/day
Peak pumping volume 600 m3/day Average number of pumping days per year 60 days
Dust suppression 45 m3/day
Ch
loo
rko
p W
Q A
sse
ssm
en
t On
sit
eM
ar-
19
CS
WD
an
d L
ech
ate
Da
mE
C
TD
S
Cl
SO
4
Na
Fe
Mn
Cu
Le
ach
ate
Da
mP
O4
B
CS
WD
Tra
ce
s o
f th
e f
oll
ow
ing
we
re d
ete
cte
d
bu
t d
id n
ot
ex
ce
ed
gu
ide
lin
es
Vo
latile
org
an
ic h
ydro
ca
rbo
ns
Ph
en
ols
Po
lycyc
lic a
rom
atic h
ydro
ca
rbo
ns
Nitro
ge
n p
esticid
es
Le
ach
ate
Da
mT
PH
la
st
rec
ord
ed
in
Ju
n2
01
8
Off
sit
eM
ar-
19
Ap
r-1
9M
ay-1
9
Ch
loo
rWQ
1,
2C
lS
O4
Ch
loo
rWQ
1E
CE
C
SO
4E
CC
l
Na
Nitra
teM
n
Mn
Ch
loo
rWQ
2A
mm
on
iaA
mm
on
iaA
mm
on
ia
PO
4S
O4
Vo
latile
Org
an
ic H
ydro
ca
rbo
ns
Pb
TP
H d
ete
cte
d b
ut
do
es n
ot
exce
ed
lim
its
Mn
Po
ly A
rom
atic H
ydro
ca
rbo
ns
TP
H
Ch
loo
rWQ
3N
o W
ate
rA
mm
on
iaA
mm
on
ia
Vo
latile
ha
log
en
ate
d H
ydro
ca
rbo
ns
SO
4
TP
H
Ch
loo
rWQ
1E
co
li/C
olif
orm
sE
co
li/C
olif
orm
s
Ch
loo
rWQ
2E
co
li/C
olif
orm
sE
co
li/C
olif
orm
sE
co
li/C
olif
orm
s
Ch
loo
rWQ
3E
co
li/C
olif
orm
sE
co
li/C
olif
orm
s
6007-029-20-TN057_r0_Objection Comments.docx
Annexure C
Sewer connection permit
6007-029-20-TN057_r0_Objection Comments.docx
Annexure D
SASS Certificate
