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Consulting
Boggabri Coal Underground Mine Study
Figure 4.21 Ventsim Model (Projected Worst Case – Merriown Seam Level)
Consulting
APPENDICIES
Appendix 1 Study Standards
Appendix 2 Reserve Estimation
Appendix 3 Work Schedule
Boggabri Coal Underground Mine Study -1
Estim
ate c
lass
Scop
ing -
Con
ceptu
al St
udy
-Ph
ase 1
Pr
e-fea
sibilit
y Stud
y - P
hase
2 Fe
asibi
lity
Stud
y –
Phas
e 3
and
Inves
tmen
t Dec
ision
Ex
ecuti
on
Phas
e 4
– De
finitiv
eEs
timate
A1
- Mi
ning
Cos
ts:
Reso
urce
s/Res
erve
s Stat
us
Indica
ted
Pr
obab
le
Prov
en/P
roba
ble
Pr
oven
/Pro
bable
Reso
urce
/Res
erve
Ana
lysis
Limite
d Data
Cros
s Sec
tions
De
tailed
Bloc
k Mod
el De
tailed
Bloc
k Mod
el
Geolo
gy
Preli
mina
ry
Preli
mina
ry
Detai
led
De
tailed
Geote
chnic
al Pr
elimi
nary
Pr
elimi
nary
De
tailed
Detai
led
Mine
Plan
Sk
etch O
nly
Pr
elimi
nary
Fir
m de
tailed
- Ge
nera
l opti
mise
d
Final
for Y
ear 1
and F
irm th
erea
fter
Mine
Sch
edule
As
sume
d
Appr
oxim
ated
Ca
lculat
ed –
Detai
l
Final
for Y
ear 1
and F
irm th
erea
fter
Mine
Equ
ipmen
t As
sume
d
In ho
use d
ata
Op
timise
d
Quote
d Spe
cifica
lly
Mine
Ser
vices
As
sume
d
Sketc
h des
ign
Full O
utline
s
Firm
basis
A2 -
Capi
tal C
ost E
stim
atin
g Me
thod
olog
y:
Dire
ct C
osts
:
Equip
ment
Quote
s
Su
pply
None
– fac
torise
d
Sing
le ch
eck p
rice
Mu
ltiple
quote
s Fix
ed P
rices
Civil
/Stru
ctura
l
Mate
rial S
upply
Sk
etche
d only
Ta
ke-o
ff ske
tch
MTO
& Qu
otes
Benc
hmar
ked
Te
nder
Pric
es
Mech
anica
l/pipi
ng
a
nd C
onstr
uctio
n %
of ke
y equ
ipmen
t
Mix o
f MTO
's an
d fac
tors
MT
O's &
Hou
rs
to
actua
l
Tend
er P
rices
Elec
trical/
Instru
ments
$ p
er kw
$ per
kw
MT
O's &
Hou
rs
da
ta
Detai
led E
stima
tes or
Ten
der P
rices
Infor
matio
n Sys
tems /
Con
trol S
ystem
s %
of to
tal bu
dget
%
of to
tal bu
dget
Mi
x of c
alcula
ted an
d mult
iple q
uotes
Firm
and T
ende
r Pric
es
Labo
ur R
ates
Curre
nt be
st inf
orma
tion
Curre
nt qu
otes
Actua
l
Labo
ur P
rodu
ctivit
y No
t Ap
plica
ble
– inc
luded
in
factor
isatio
n
Assu
med
Evalu
ated
Evalu
ated
Cons
tructi
on E
quipm
ent
$ / H
r $ /
Hr
Quote
s
Estim
ate c
lass
Scop
ing -
Con
ceptu
al St
udy
-Ph
ase 1
Pr
e-fea
sibilit
y Stud
y - P
hase
2 Fe
asibi
lity
Stud
y –
Phas
e 3
and
Inves
tmen
t Dec
ision
Ex
ecuti
on
Phas
e 4
– De
finitiv
eEs
timate
In
dire
ct C
osts
:
EPCM
and
othe
r Ser
vices
and
Tem
pora
ryFa
cilitie
s %
per t
otal
%
of to
tal
Ca
lculat
ed
Ca
lculat
ed
Owne
rs C
osts
:
Mana
geme
nt Se
rvice
s, Co
mmiss
ioning
,Pr
epro
ducti
on, C
ontin
genc
y and
Pro
vision
s %
per t
otal
Ca
lculat
ed –
Preli
mina
ry
Calcu
lated
– De
tailed
Ca
lculat
ed an
d firm
quote
s
Conti
ngen
cy A
moun
t Ty
picall
y 20 t
o 25 %
Typic
ally 1
5 to 2
0%
Ty
picall
y 10 t
o 15%
Typic
ally 5
to 10
%
A3 -
ESTI
MATE
CLA
SS
Leve
l of
Defin
ition
(exp
ress
ed
as
ape
rcenta
ge o
f co
mplet
e en
ginee
ring
and
pro je
ct de
finitio
n us
ing
appr
opria
teind
icator
s ie %
of E
PCM,
% of
Eng
ineer
)
1% to
2% of
full p
rojec
t defi
nition
10
% to
15%
of fu
ll pro
ject d
efinit
ion 1
0% to
25%
of fu
ll pro
ject d
efinit
ion
40%
to 60
% of
Full
Pro
ject D
efinit
ion
Typic
al Ac
cura
cy R
ange
�
30 to
� 35
%
� 20
to �
25%
�
10 to
� 15
%
� 5 t
o � 10
%
Quota
tions
/
Tend
ers
- Su
ppor
ting
theEs
timate
sNo
ne -
Benc
hmar
k Data
Equip
ment
Quote
s an
d be
nchm
ark
mater
ial s
uppl y
and
con
struc
tion
rates
.
Multip
le firm
equ
ipmen
t quo
tes.
Multip
lema
terial
sup
ply a
nd c
onstr
uctio
n qu
otes
and r
ates c
heck
ed.
Equip
ment
on o
rder
, ten
dere
d or
firm
quote
s av
ailab
le.
Tend
ers
for M
ateria
lSu
ppl y
and
Cons
tructi
on c
osts.
So
meco
ntrac
ts aw
arde
d.
A4 -
Gene
ral P
rojec
t Dat
a nee
ded
to su
ppor
t the
Est
imat
e Clas
s:
Proje
ct Sc
ope D
escri
ption
Ge
nera
l
Preli
mina
ry
Defin
ed
Defin
ed
Soils
and H
ydro
logy R
epor
t As
sume
d
Preli
mina
ry
Defin
ed
Defin
ed
Integ
rated
Pro
ject P
lan (M
ine &
Plan
t) Ge
nera
l
Appr
oxim
ate
Sp
ecific
Sp
ecific
Contr
actin
g Stra
tegy -
Imple
menta
tion
Assu
med
Ou
tline
Defin
ed an
d Opti
mise
d De
fined
and D
etaile
d
Estim
ate c
lass
Scop
ing -
Con
ceptu
al St
udy
-Ph
ase 1
Pr
e-fea
sibilit
y Stud
y - P
hase
2 Fe
asibi
lity
Stud
y –
Phas
e 3
and
Inves
tmen
t Dec
ision
Ex
ecuti
on
Phas
e 4
– De
finitiv
eEs
timate
Pr
oject
Maste
r Sch
edule
- Im
pleme
ntatio
n Ou
tline
Pr
elimi
nary
Bar c
hart
De
tailed
and R
esou
rced C
ritica
l Path
Actua
l to D
ate, D
etaile
d an
d Re
sour
ced
To G
o Criti
cal P
ath.
Proje
ct Ma
ster
Sche
dule
- Co
mmiss
ioning
and R
amp-
up
Asse
ssed
Outlin
ed
De
tailed
Criti
cal P
ath
De
tailed
and R
esou
rced C
ritica
l Path
Wor
k Bre
akdo
wn S
tructu
re
Outlin
e Pr
elimi
nary
De
fined
De
fined
Proje
ct Co
de of
Acc
ounts
No
ne
Pr
elimi
nary
De
fined
De
fined
Esca
lation
Stra
tegy
None
Preli
mina
ry
Defin
ed
Defin
ed
Fore
ign E
xcha
nge S
trateg
y No
ne
Pr
elimi
nary
De
fined
De
fined
Conti
ngen
cy
Asse
ssed
/ Fac
torise
d
Calcu
lated
Detai
led C
alcula
tion a
nd A
nalys
is
Detai
led C
alcula
tion o
n the
To G
o
Accu
racy
As
sess
ed by
Judg
emen
t
Evalu
ated
De
tailed
Ana
lysis
- Mon
te Ca
rlo
De
tailed
Ana
lysis
- Mon
te Ca
rlo
Basis
of
Estim
ate
and
Metho
dolog
ySt
ateme
ntOu
tline
Preli
mina
ry
Comp
lete
Co
mplet
e
A5 -
Engi
neer
ing
Deliv
erab
les:
Bloc
k Flow
Diag
rams
St
arted
/ Pre
limina
ry
Preli
mina
ry / C
omple
te
Comp
lete
Co
mplet
e
Proc
ess F
low D
iagra
ms
Poss
ibly S
tarted
Star
ted / P
relim
inary
Pr
elimi
nary
/ Com
plete
Co
mplet
e
P&ID
's No
ne
St
arted
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Heat
& Ma
terial
Bala
nces
No
ne Li
kely
St
arted
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Desig
n Crite
ria
Outlin
e Pr
elimi
nary
Preli
mina
ry / C
omple
te
Comp
lete
Over
all S
ite P
lan
Sketc
h (Po
ssibl
e)
St
arted
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Estim
ate c
lass
Scop
ing -
Con
ceptu
al St
udy
-Ph
ase 1
Pr
e-fea
sibilit
y Stud
y - P
hase
2 Fe
asibi
lity
Stud
y –
Phas
e 3
and
Inves
tmen
t Dec
ision
Ex
ecuti
on
Phas
e 4
– De
finitiv
eEs
timate
Pl
ot Pl
ans
None
Star
ted / P
relim
inary
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Proc
ess/M
echa
nical
Equip
ment
List
Star
ted / P
relim
inary
St
arted
/ Pre
limina
ry
Preli
mina
ry / C
omple
te
Comp
lete
Elec
trical
Equip
ment
List
None
Star
ted / P
relim
inary
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Spec
ificati
ons a
nd D
atash
eets
None
Star
ted
Preli
mina
ry / C
omple
te Co
mplet
e
GA D
rawi
ngs b
y Fac
ility/A
rea
None
None
Pr
elimi
nary
/ Com
plete
Comp
lete
Mech
anica
l / Pi
ping D
iscipl
ine D
rawi
ngs
None
Star
ted
Preli
mina
ry / C
omple
te
Preli
mina
ry / C
omple
te
Civil
/ Stru
ctura
l Disc
ipline
Dra
wing
s No
ne
St
arted
Pr
elimi
nary
/ Com
plete
Pr
elimi
nary
/ Com
plete
Elec
trical
Sing
le Lin
e Diag
rams
No
ne
St
arted
/ Pre
limina
ry
Preli
mina
ry / C
omple
te
Comp
lete
Elec
trical
Disc
ipline
Dra
wing
s No
ne
St
arted
St
arted
Pr
elimi
nary
/ Com
plete
Instru
menta
tion
& Co
ntrol
Disc
ipline
Draw
ings
None
None
Star
ted
Preli
mina
ry / C
omple
te
Infor
matio
n Sys
tems
None
Star
ted / P
relim
inary
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Infor
matio
n Sys
tems P
lan, a
s per
PEP
No
ne
St
arted
Pr
elimi
nary
/ Com
plete
Co
mplet
e
Spar
e Par
ts Lis
tings
No
ne
St
arted
St
arted
/ Pre
limina
ry Co
mplet
e
Envir
onme
ntal
Asse
ssed
only
Preli
mina
ry St
udy
EIS
unde
rway
&
may
be
near
ingco
mplet
ionEI
S Co
mplet
e
Cash
Flow
No
ne ne
eded
Preli
mina
ry- an
nual
Detai
led –
Quar
terly
and M
onthl
yUp
dated
mon
thly
B -
OP
ER
AT
ING
CO
ST
S
Estim
ate C
lass
Scop
ing
– Co
ncep
tual
Stud
yPh
ase 1
Pr
efea
sibilit
y Stu
dy P
hase
2 Fe
asib
ility
Stud
y Ph
ase
3 an
dIn
vest
men
t Dec
ision
Ex
ecut
ion
Phas
e 4 -
Defin
itive
Est
imat
e
B1 -
Oper
atin
g Co
st E
stim
ate M
etho
dolo
gy:
Basis
of
Estim
ate
and
Metho
dolog
ySt
ateme
ntOu
tline
Preli
mina
ry Co
mplet
e
Comp
lete
Staff
ing Le
vels
Facto
rised
Pr
elimi
nary
De
tailed
Esti
mate
Kn
own
Cost
Rates
Fa
ctoris
ed
Ca
lculat
ed
Kn
own b
asis
Kn
own
Cons
umab
les
Facto
rised
Facto
rised
Estim
ated
Es
timate
d - D
etaile
d
Maint
enan
ce
Facto
rised
Facto
rised
Estim
ated
Es
timate
d - D
etaile
d
Spar
es
Facto
rised
Facto
rised
Estim
ated
So
me qu
otes
B2 -
Oper
atin
g Co
sts:
Labo
ur R
ates
Assu
med a
vera
ge
Se
para
te ca
tegor
ies
De
tailed
Rev
iew
De
tailed
Rev
iew an
d upd
ated t
o Actu
als
Labo
ur B
urde
n As
sume
d ave
rage
Calcu
lated
Calcu
lated
Calcu
lated
and u
pdate
d to A
ctuals
Powe
r & W
ater C
osts
Data
bank
Preli
mina
ry Ca
lculat
ions
De
tailed
Calc
ulatio
ns
De
tailed
Ca
lculat
ions
and
upda
ted
toAc
tuals
Fuel
Costs
Da
ta ba
nk
Bu
dget
Quote
s Fir
m wr
itten q
uotes
Firm
writte
n quo
tes an
d upd
ated t
o Actu
als
Expe
ndab
le Su
pplie
s & R
eage
nts
Data
bank
Budg
et Qu
otes
Firm
writte
n quo
tes
Fir
m wr
itten q
uotes
and u
pdate
d to A
ctuals
Tran
spor
t and
Logis
tics
factor
ed %
of to
tal es
timate
Preli
mina
ry Ca
lculat
ions
Qu
otes a
nd C
alcula
tions
Detai
led C
alcula
tions
and Q
uotes
B3 -P
ost C
omm
issio
ning
:
Wor
king C
apita
l fac
tored
% of
total
estim
ate
Pr
elimi
nary
Calcu
lation
s
Detai
led C
alcula
tions
Detai
led C
alcula
tions
Susta
ining
/
Repla
ceme
nt Ca
pital
/Im
prov
emen
t Cap
ital
Facto
rised
%
Fa
ctoris
ed %
De
tailed
Calc
ulatio
ns
De
tailed
Ca
lculat
ions
and
upda
ted
toAc
tuals
Estim
ate C
lass
Scop
ing
– Co
ncep
tual
Stud
yPh
ase 1
Pr
efea
sibilit
y Stu
dy P
hase
2 Fe
asib
ility
Stud
y Ph
ase
3 an
dIn
vest
men
t Dec
ision
Ex
ecut
ion
Phas
e 4 -
Defin
itive
Est
imat
e
Busin
ess
Syste
ms
(core
an
d su
ppor
tsy
stems
, e-
comm
erce
, bu
sines
sma
nage
ment,
offic
e, etc
)
factor
ed %
of to
tal es
timate
Preli
mina
ry Ca
lculat
ions
Detai
led R
eview
Detai
led R
eview
and u
pdate
d to A
ctuals
Train
ing
factor
ed %
of to
tal es
timate
Preli
mina
ry Ca
lculat
ions
De
tailed
Rev
iew
De
tailed
Rev
iew an
d upd
ated t
o Actu
als
Ramp
Up
factor
ed %
of to
tal es
timate
Preli
mina
ry Ca
lculat
ions
De
tailed
Rev
iew
De
tailed
Rev
iew an
d upd
ated t
o Actu
als
Insur
ance
s fac
tored
% of
total
estim
ate
Bu
dget
Quote
s Fir
m wr
itten q
uotes
Firm
writte
n quo
tes an
d upd
ated t
o Actu
als
Esca
lation
fac
tored
% of
total
estim
ate
Pr
elimi
nary
Calcu
lation
s
Detai
led R
eview
Detai
led R
eview
and u
pdate
d to A
ctuals
Fore
ign C
urre
ncy P
rovis
ions
factor
ed %
of to
tal es
timate
Preli
mina
ry Ca
lculat
ions
De
tailed
Rev
iew
De
tailed
Rev
iew an
d upd
ated t
o Actu
als
Accu
racy
�1
5 to 2
0%
�1
0 to 1
5%
±5
% to
�10
% (m
ore t
o �5%
) �5
% or
bette
r
Gene
ral N
otes
: Al
thoug
h this
Cos
t Esti
mate
Guide
line d
efine
s the
clas
ses o
f Esti
mates
, the c
lasse
s sho
uld no
t be
cons
idere
d abs
olute
levels
to b
e com
plied
with
in al
lca
tegor
ies of
costs
to ac
hieve
a ce
rtain
class
.
Simi
larly,
a p
artic
ular c
lass
of es
timate
for C
apita
l Cos
ts ma
y be
met,
but
for d
emon
strab
le re
ason
s the
Ope
ratin
g Co
st Es
timate
s ma
y ac
hieve
a d
iffere
nt cla
ss o
fes
timate
.
The
lowes
t clas
s of
estim
ate a
chiev
ed fo
r an y
are
a sh
ould
decid
e the
ove
rall
class
achie
ved.
Shou
ld on
e or m
ore i
ndivi
dual
categ
ories
of co
sts no
t ach
ieve t
he st
ated l
evels
, but
other
categ
ories
exce
ed th
e stat
edlev
el, th
en th
e ove
rall c
lass i
n tha
t are
a may
be ac
hieve
d.
The q
ualit y
of de
finitio
ns an
d ac
cura
cy of
the e
stima
tes sh
all be
the d
eterm
inates
of th
e Clas
s of E
stima
te ac
hieve
d by
the en
d of a
defin
ed P
hase
of ac
tivitie
s.
Term
s Use
d:
No
ne =
wor
k on
deve
lopme
nt of
deliv
erab
le ha
s not
begu
n, or
is o
nly co
ncep
tual
in na
ture.
Star
ted
= wo
rk on
deli
vera
ble h
as b
e gun
. Dev
elopm
ent is
typic
ally l
imite
d to
sketc
hes,
roug
h ou
tlines
, or s
imila
r lev
els o
f ear
ly co
mplet
ion, m
ay b
e su
fficien
t to
indica
te, bu
t not
defin
e the
scop
e.
Preli
min
ary =
wor
k on d
elive
rable
is ad
vanc
ed. I
nterim
, cro
ss fu
nctio
nal re
views
hav
e usu
ally b
een c
ondu
cted.
Deve
lopme
nt ma
y be n
ear c
omple
tion e
xcep
t for f
inal re
views
and a
ppro
vals.
Suff
icien
t tode
fine s
cope
and m
ajor s
izes a
nd lo
catio
ns to
allow
MTO
's to
be pr
epar
ed.
Com
plet
e =
deliv
erab
le ha
s be
en re
viewe
d an
d ap
prov
ed.
Suffic
ient t
o de
fine
scop
e an
d qu
antiti
es to
allo
w tra
ckab
le MT
O's
to be
pre
pare
d an
d qu
otatio
nsob
taine
d.
Assu
med
= b
ased
on
non-
demo
nstra
bleex
perie
nce.
Appr
oxim
ate =
sketc
h or s
imila
r bas
ed on
assu
med o
r ass
esse
d data
.
Outli
ned
= pr
imar
y fea
tures
or d
imen
sions
show
n.
Calcu
lated
= U
tilisin
g inp
uts, d
erive
size
s or f
eatur
es on
a tra
ckab
le ba
sis.
De
fined
= ou
tline a
ble to
be al
igned
to a
spec
ific en
ginee
ring o
r othe
r deli
vera
ble.
Asse
ssed
=
base
d on
jud
geme
nt of
benc
hmar
ks.
Fact
orise
d =
prop
ortio
ned
from
prev
ious
cost
data.
BO
GG
AB
RI U
ND
ERG
RO
UN
G R
ESER
VE E
STIM
ATE
*0
Bra
ymon
t Sea
m D
evel
opm
ent
Ass
umed
Coa
l Den
sity
(kg/
m3)
=1.
275
Ass
umed
Sto
ne D
ensi
ty (k
g/m
3) =
2.3
Dev
Pan
elLe
ngth
No.
Roa
dPi
llar
Pilla
r Se
am H
tM
inin
gD
ilutio
nD
ilutio
nD
ilutio
nN
o.To
tal H
dgTo
tal C
/TTo
tal
Tota
lTo
tal D
evD
ilutio
nVo
lTo
tal D
evTo
tal
Dilu
tion
%
Nam
e(m
)H
eadi
ngs
Wid
th (m
)Le
ngth
(m)
Wid
th (m
)R
ange
(m)
Hei
ght
Floo
r (m
m)
Part
ing
(mm
)R
oof (
mm
)C
/T 's
Driv
e (m
)D
rive
(m)
Dev
(m)
Dev
Vol
Coa
l Ton
nes
(%)
Dilu
tion
Ston
e To
nnes
Tonn
esby
Mas
s
Mai
ns-1
50
3
6
50
30
3.
6 - 3
.84
10
0
-
30
0
2
150
12
0
270
6,
480
8,26
2
10
.0%
648
1,
490
9,75
2
15
.3%
Mai
ns-2
2,84
1
6
5
50
30
3.
2 - 6
.03
10
-
10
53
17
,046
7,95
0
24
,996
412,
434
52
5,85
3
0.6%
2,50
0
5,
749
531,
602
1.
1%M
ains
-31,
637
6
5
50
30
6.0
- 6.6
3
-
-
-
31
9,82
2
4,
650
14,4
72
23
8,78
8
304,
455
0.
0%-
-
30
4,45
5
0.0%
-
-
0.0%
MG
-11,
211
2
5
120
25
3.2
- 4.4
3
20
-
50
11
2,42
2
27
5
2,69
7
44
,501
56,7
38
2.
1%94
4
2,17
1
58
,909
3.7%
MG
-21,
211
2
5
120
25
2.7
- 4.0
3
20
-
50
11
2,42
2
27
5
2,69
7
40
,455
51,5
80
2.
3%94
4
2,17
1
53
,751
4.0%
TG-2
995
2
5
12
0
25
2.
1 - 4
.23
20
-
50
9
1,99
0
22
5
2,21
5
34
,333
43,7
74
2.
3%77
5
1,78
3
45
,557
3.9%
MG
-3 (t
oo s
hallo
w)
-
2
5
12
0
2.0
- 4.6
3
30
-
70
1
-
-
-
-
-
3.0%
-
-
-
0.
0%TG
-3 (t
oo s
hallo
w)
-
2
5
12
0
5.2
- 5.4
3
-
-
-
1
-
-
-
-
-
0.0%
-
-
-
0.
0%M
G-4
1,40
9
2
5
12
0
25
4.
8 - 5
.83
-
-
-
13
2,
818
325
3,
143
51,8
60
66
,121
0.0%
-
-
66,1
21
0.
0%M
G-5
1,65
9
2
5
12
0
25
5.
1 - 6
.03
-
-
-
15
3,
318
375
3,
693
60,9
35
77
,691
0.0%
-
-
77,6
91
0.
0%M
G-6
1,68
9
2
5
12
0
25
5.
2 - 6
.13
-
-
-
15
3,
378
375
3,
753
61,9
25
78
,954
0.0%
-
-
78,9
54
0.
0%M
G-7
1,44
3
2
5
12
0
25
5.
4 - 6
.33
-
-
-
13
2,
886
325
3,
211
52,9
82
67
,551
0.0%
-
-
67,5
51
0.
0%M
G-8
1,19
6
2
5
12
0
25
4.
8 - 6
.13
-
-
-
11
2,
392
275
2,
667
44,0
06
56
,107
0.0%
-
-
56,1
07
0.
0%TG
-895
0
2
5
120
25
5.8
- 6.5
3
-
-
-
9
1,
900
225
2,
125
35,0
63
44
,705
0.0%
-
-
44,7
05
0.
0%M
G-9
484
2
5
12
0
25
6.
0 - 6
.43
-
-
-
5
968
12
5
1,09
3
18
,035
22,9
94
0.
0%-
-
22
,994
0.0%
MG
-10
996
2
5
12
0
25
5.
7 - 6
.53
-
-
-
9
1,99
2
22
5
2,21
7
36
,581
46,6
40
0.
0%-
-
46
,640
0.0%
MG
-11
1,50
8
2
5
12
0
25
5.
5 - 6
.53
-
-
-
14
3,
016
350
3,
366
55,5
39
70
,812
0.0%
-
-
70,8
12
0.
0%M
G-1
22,
020
2
5
120
25
5.4
- 6.2
3
-
-
-
18
4,04
0
45
0
4,49
0
74
,085
94,4
58
0.
0%-
-
94
,458
0.0%
MG
-13
2,53
3
2
5
12
0
25
4.
9 - 6
.33
-
-
-
22
5,
066
550
5,
616
92,6
64
11
8,14
7
0.0%
-
-
118,
147
0.
0%M
G-1
42,
533
2
5
120
25
3.4
- 5.8
3
-
-
-
22
5,06
6
55
0
5,61
6
92
,664
118,
147
0.
0%-
-
11
8,14
7
0.0%
MG
-15
2,42
3
2
5
12
0
25
3.
2 - 6
.43
10
-
10
21
4,
846
525
5,
371
88,6
22
11
2,99
2
0.6%
537
1,
235
114,
228
1.
1%M
G-1
62,
266
2
5
120
25
1.9
- 6.4
3
20
-
20
20
4,53
2
50
0
5,03
2
83
,028
105,
861
1.
2%1,
006
2,31
5
10
8,17
5
2.1%
MG
-17
2,11
0
2
5
12
0
25
3.
4 - 5
.63
-
-
-
18
4,
220
450
4,
670
77,0
55
98
,245
0.0%
-
-
98,2
45
0.
0%TG
-17
1,95
4
2
5
12
0
25
3.
8 - 5
.53
-
-
-
17
3,
908
425
4,
333
71,4
95
91
,155
0.0%
-
-
91,1
55
0.
0%In
stal
l Rd
250
17
5
n/a
n/a
3
50
-
10
0
n/a
4,25
0
-
4,
250
63,7
50
81,2
81
5.0%
3,18
8
7,
331
88,6
13
8.3%
Ave
rage
/ To
tal
1,45
711
1,99
3
2,
342,
524
10,5
42
24
,246
2,
366,
770
1.
0%
Bra
ymon
t Sea
m L
ongw
all
LW P
anel
Leng
thR
oad
/ Blo
ckSe
am H
tA
ve S
eam
Max
LW
Bal
ance
of
Rec
over
y of
Dilu
tion
Dilu
tion
Dilu
tion
Vol C
oal
Vol C
oal
Vol T
opTo
tal V
olTo
t LW
Dilu
tion
Vol
Tota
l LW
Tota
lD
ilutio
n %
N
ame
(m)
Wid
th (m
)R
ange
(m)
Hei
ght (
m)
1st P
ass
(m)
Top
Coa
l (m
)To
p C
oal (
%)
Floo
r (m
m)
Part
ing
(mm
)R
oof (
mm
)1s
t Pas
sTo
p C
oal
Coa
l Rec
ovC
oal
Coa
l Ton
nes
(%)
Dilu
tion
Ston
e To
nnes
Tonn
esby
Mas
s
LW1
1,10
6
25
0
3.2
- 4.5
4
4
0
60
10
0
-
50
967,
750
11
0,60
0
66,3
60
84
,609
1,03
4,11
0
1,
318,
490
4.3%
46,2
15
10
6,29
5
1,42
4,78
5
7.
5%LW
289
0
250
2.
2 - 4
.53
3
-
60
10
0
-
50
712,
000
-
-
-
712,
000
90
7,80
0
4.7%
33,3
75
76
,763
984,
563
7.
8%LW
3 (to
o sh
allo
w)
-
25
0
4.8
- 5.4
5
4
2
60
10
0
-
50
-
-
-
-
-
-
4.3%
-
-
-
0.
0%LW
41,
316
250
5.
4 - 6
.06
4
2
60
100
-
50
1,
151,
500
723,
800
43
4,28
0
553,
707
1,
585,
780
2,02
1,87
0
4.
3%80
,370
184,
851
2,
206,
721
8.4%
LW5
1,40
7
25
0
5.4
- 6.0
6
4
2
60
10
0
-
50
1,23
1,12
5
77
3,85
0
464,
310
59
1,99
5
1,69
5,43
5
2,
161,
680
4.3%
85,9
28
19
7,63
3
2,35
9,31
3
8.
4%LW
61,
437
250
5.
0 - 6
.26
4
2
60
100
-
50
1,
257,
375
754,
425
45
2,65
5
577,
135
1,
710,
030
2,18
0,28
8
4.
3%86
,220
198,
306
2,
378,
594
8.3%
LW7
1,19
1
25
0
5.6
- 6.2
6
4
2
60
10
0
-
50
1,04
2,12
5
71
4,60
0
428,
760
54
6,66
9
1,47
0,88
5
1,
875,
378
4.3%
75,2
88
17
3,16
3
2,04
8,54
1
8.
5%LW
894
5
250
5.
6 - 6
.46
4
3
60
100
-
50
82
6,87
5
590,
625
35
4,37
5
451,
828
1,
181,
250
1,50
6,09
4
4.
3%60
,750
139,
725
1,
645,
819
8.5%
LW9
379
25
0
5.8
- 6.4
6
4
3
60
10
0
-
50
331,
625
24
6,35
0
147,
810
18
8,45
8
479,
435
61
1,28
0
4.3%
24,7
70
56
,972
668,
251
8.
5%LW
1089
1
250
5.
6 - 6
.56
4
3
60
100
-
50
77
9,62
5
556,
875
33
4,12
5
426,
009
1,
113,
750
1,42
0,03
1
4.
3%57
,279
131,
741
1,
551,
772
8.5%
LW11
1,40
3
25
0
5.4
- 6.2
6
4
2
60
10
0
-
50
1,22
7,62
5
77
1,65
0
462,
990
59
0,31
2
1,69
0,61
5
2,
155,
534
4.3%
85,6
83
19
7,07
1
2,35
2,60
6
8.
4%LW
12A
1,53
1
25
0
5.2
- 6.0
6
4
2
60
10
0
-
50
1,33
9,62
5
80
3,77
5
482,
265
61
4,88
8
1,82
1,89
0
2,
322,
910
4.3%
91,8
60
21
1,27
8
2,53
4,18
8
8.
3%LW
12B
384
25
0
6.0
- 6.0
6
4
3
60
10
0
300
50
336,
000
24
0,00
0
144,
000
18
3,60
0
480,
000
61
2,00
0
12.9
%74
,057
170,
331
78
2,33
1
21.8
%LW
13A
1,44
7
25
0
5.2
- 6.2
6
4
2
60
10
0
-
50
1,26
6,12
5
79
5,85
0
477,
510
60
8,82
5
1,74
3,63
5
2,
223,
135
4.3%
88,3
70
20
3,25
2
2,42
6,38
6
8.
4%LW
13B
980
25
0
5.6
- 5.9
6
4
2
60
10
0
500
50
857,
500
56
3,50
0
338,
100
43
1,07
8
1,19
5,60
0
1,
524,
390
18.6
%26
3,90
0
606,
970
2,
131,
360
28.5
%LW
14A
1,31
2
25
0
3.4
- 6.0
5
4
1
60
10
0
-
50
1,14
8,00
0
42
6,40
0
255,
840
32
6,19
6
1,40
3,84
0
1,
789,
896
4.3%
67,4
74
15
5,19
1
1,94
5,08
7
8.
0%LW
14B
1,00
6
25
0
5.4
- 5.7
6
4
2
60
10
0
500
50
880,
250
52
8,15
0
316,
890
40
4,03
5
1,19
7,14
0
1,
526,
354
18.6
%26
1,56
0
601,
588
2,
127,
942
28.3
%LW
15A
1,14
1
25
0
3.6
- 6.4
5
4
2
60
10
0
-
50
998,
375
42
7,87
5
256,
725
32
7,32
4
1,25
5,10
0
1,
600,
253
4.3%
61,1
25
14
0,58
8
1,74
0,84
0
8.
1%LW
15B
1,02
0
25
0
5.2
- 5.4
5
4
2
60
10
0
500
50
892,
500
45
9,00
0
275,
400
35
1,13
5
1,16
7,90
0
1,
489,
073
18.6
%25
0,99
3
577,
284
2,
066,
356
27.9
%LW
16A
1,03
3
25
0
3.6
- 6.0
5
4
1
60
10
0
-
50
903,
875
33
5,72
5
201,
435
25
6,83
0
1,10
5,31
0
1,
409,
270
4.3%
53,1
26
12
2,18
9
1,53
1,45
9
8.
0%LW
16B
972
25
0
5.1
- 5.3
5
4
2
60
10
0
500
50
850,
500
41
3,10
0
247,
860
31
6,02
2
1,09
8,36
0
1,
400,
409
18.6
%23
4,66
9
539,
738
1,
940,
147
27.8
%LW
17A
1,01
9
25
0
3.7
- 5.0
5
4
1
60
10
0
-
50
891,
625
28
0,22
5
168,
135
21
4,37
2
1,05
9,76
0
1,
351,
194
4.3%
50,2
22
11
5,51
1
1,46
6,70
5
7.
9%LW
17B
830
25
0
5.0
- 5.4
5
4
2
60
10
0
500
50
72
6,25
0
35
2,75
0
21
1,65
0
26
9,85
4
93
7,90
0
1,
195,
823
18.6
%20
0,38
6
460,
887
1,
656,
710
27
.8%
Ave
rage
/ To
tal
34,6
03,1
49
2,33
3,62
0
5,
367,
325
39,9
70,4
75
13.4
%TO
TAL
LW &
Dev
elop
men
t36
,945
,674
2,
333,
620
5,39
1,57
1
42
,337
,245
12
.7%
Jera
long
Sea
m D
evel
opm
ent
Ass
umed
Coa
l Den
sity
(kg/
m3)
=1.
27A
ssum
ed S
tone
Den
sity
(kg/
m3)
=2.
3
Pane
lLe
ngth
No.
Roa
d / B
lock
Pilla
r Pi
llar
Ave
Sea
mM
inin
gD
ilutio
nD
ilutio
nD
ilutio
nN
o.To
tal H
dgTo
tal C
/ TTo
tal
Tota
lTo
tal D
evD
ilutio
nVo
l Dev
Tota
l Dev
Tota
lD
ilutio
n %
N
ame
(m)
Hea
ding
sW
idth
Leng
th (m
)W
idth
(m)
Hei
ght (
m)
Hei
ght
Floo
r (m
m)
Part
ing
(mm
)R
oof (
mm
)C
/T 's
Driv
e (m
)D
rive
(m)
Dev
(m)
Dev
Vol
Coa
l Ton
nes
(%)
Dilu
tion
Ston
e To
nnes
Tonn
esby
Mas
s
Mai
ns-1
106
3
6
50
30
3.
3 - 3
.43
50
-
50
0
3
318
18
0
498
9,
860
12,5
23
16
.7%
1,64
3
3,
780
16,3
03
23
.2%
Mai
ns-2
2,84
1
6
5
50
30
2.
8 - 3
.63
50
-
50
53
17
,046
7,95
0
24
,996
412,
434
52
3,79
1
3.0%
12,4
98
28
,745
552,
537
5.
2%M
ains
-31,
637
6
5
50
30
2.2
- 3.0
3
50
-
50
31
9,82
2
4,
650
14,4
72
20
2,60
8
257,
312
3.
6%7,
236
16,6
43
27
3,95
5
6.1%
-
-
0.0%
MG
-11,
051
2
5
120
25
2.6
- 3.6
3
50
-
50
10
2,10
2
25
0
2,35
2
35
,280
44,8
06
3.
3%1,
176
2,70
5
47
,510
5.7%
MG
-21,
244
2
5
120
25
2.8
- 3.6
3
50
-
50
11
2,48
8
27
5
2,76
3
42
,827
54,3
90
3.
2%1,
382
3,17
7
57
,567
5.5%
MG
-31,
822
2
5
120
25
3.0
- 3.8
3
50
-
50
16
3,64
4
40
0
4,04
4
68
,748
87,3
10
2.
9%2,
022
4,65
1
91
,961
5.1%
MG
-41,
822
2
5
120
25
2.6
- 3.6
3
50
-
50
16
3,64
4
40
0
4,04
4
62
,682
79,6
06
3.
2%2,
022
4,65
1
84
,257
5.5%
MG
-51,
386
2
5
120
25
2.6
- 3.6
3
50
-
50
13
2,77
2
32
5
3,09
7
48
,004
60,9
64
3.
2%1,
549
3,56
2
64
,526
5.5%
MG
-61,
482
2
5
120
25
2.2
- 3.4
3
50
-
50
13
2,96
4
32
5
3,28
9
46
,046
58,4
78
3.
6%1,
645
3,78
2
62
,261
6.1%
MG
-71,
482
2
5
120
25
2.3
- 3.4
3
50
-
50
13
2,96
4
32
5
3,28
9
46
,046
58,4
78
3.
6%1,
645
3,78
2
62
,261
6.1%
TG-7
932
2
5
12
0
25
2.
7 - 3
.03
50
-
50
9
1,86
4
22
5
2,08
9
30
,291
38,4
69
3.
4%1,
045
2,40
2
40
,871
5.9%
MG
-82,
026
2
5
120
25
2.0
- 3.0
3
50
-
50
18
4,05
2
45
0
4,50
2
56
,275
71,4
69
4.
0%2,
251
5,17
7
76
,647
6.8%
MG
-92,
005
2
5
120
25
2.0
- 2.8
2
50
-
100
18
4,01
0
45
0
4,46
0
53
,520
67,9
70
6.
3%3,
345
7,69
4
75
,664
10.2
%M
G-1
01,
759
2
5
120
25
2.0
- 2.9
2
50
-
100
16
3,51
8
40
0
3,91
8
47
,016
59,7
10
6.
3%2,
939
6,75
9
66
,469
10.2
%M
G-1
11,
512
2
5
120
25
2.0
- 2.3
2
50
-
100
14
3,02
4
35
0
3,37
4
37
,114
47,1
35
6.
8%2,
531
5,82
0
52
,955
11.0
%M
G-1
21,
266
2
5
120
25
2.0
- 2.3
2
50
-
100
12
2,53
2
30
0
2,83
2
31
,152
39,5
63
6.
8%2,
124
4,88
5
44
,448
11.0
%TG
-12
547
2
5
12
0
25
2.
0 - 2
.42
50
-
10
0
6
1,09
4
15
0
1,24
4
13
,684
17,3
79
6.
8%93
3
2,14
6
19
,525
11.0
%M
G-1
348
4
2
5
120
25
2.9
- 3.1
3
50
-
50
5
96
8
125
1,
093
16,3
95
20
,822
3.3%
547
1,
257
22,0
79
5.
7%M
G-1
499
6
2
5
120
25
2.7
- 3.1
3
50
-
50
9
1,
992
225
2,
217
32,1
47
40
,826
3.4%
1,10
9
2,
550
43,3
76
5.
9%M
G-1
51,
508
2
5
120
25
2.7
- 3.3
3
50
-
50
14
3,01
6
35
0
3,36
6
50
,490
64,1
22
3.
3%1,
683
3,87
1
67
,993
5.7%
MG
-16
2,02
0
2
5
12
0
25
3.
1 - 3
.33
50
-
50
18
4,
040
450
4,
490
71,8
40
91
,237
3.1%
2,24
5
5,
164
96,4
00
5.
4%M
G-1
72,
363
2
5
120
25
2.0
- 3.5
3
50
-
50
20
4,72
6
50
0
5,22
6
78
,390
99,5
55
3.
3%2,
613
6,01
0
10
5,56
5
5.7%
MG
-18
2,36
3
2
5
12
0
25
2.
0 - 3
.63
50
-
50
20
4,
726
500
5,
226
83,6
16
10
6,19
2
3.1%
2,61
3
6,
010
112,
202
5.
4%M
G-1
92,
306
2
5
120
25
2.0
- 3.4
3
50
-
50
20
4,61
2
50
0
5,11
2
81
,792
103,
876
3.
1%2,
556
5,87
9
10
9,75
5
5.4%
MG
-20
2,26
6
2
5
12
0
25
2.
0 - 3
.63
50
-
50
20
4,
532
500
5,
032
83,0
28
10
5,44
6
3.0%
2,51
6
5,
787
111,
232
5.
2%M
G-2
12,
110
2
5
120
25
3.0
- 3.6
3
50
-
50
18
4,22
0
45
0
4,67
0
77
,055
97,8
60
3.
0%2,
335
5,37
1
10
3,23
0
5.2%
TG-2
11,
954
2
5
120
25
3.1
- 3.4
3
50
-
50
17
3,90
8
42
5
4,33
3
71
,495
90,7
98
3.
0%2,
167
4,98
3
95
,781
5.2%
Inst
all R
d25
0
21
5
n/
an/
a3
50
-
50
n/a
5,25
0
-
5,
250
78,7
50
100,
013
3.
3%2,
625
6,03
8
10
6,05
0
5.
7%A
vera
ge /
Tota
l13
1,27
8
2,
500,
100
70,9
90
16
3,27
8
2,66
3,37
8
6.1%
Jera
long
Sea
m L
ongw
all
Pane
lLe
ngth
Roa
d / B
lock
Seam
Ht
Ave
Sea
mM
ax L
WB
alan
ce o
fR
ecov
ery
ofD
ilutio
nD
ilutio
nD
ilutio
nVo
l Coa
lVo
l Coa
lVo
l Top
Tota
l Vol
Tot L
WD
ilutio
nVo
l Lw
Tota
l LW
Tota
lD
ilutio
n %
N
ame
(m)
Wid
th (m
)R
ange
(m)
Hei
ght (
m)
1st P
ass
(m)
Coa
l (m
)B
alan
ce (%
)Fl
oor (
mm
)Pa
rtin
g (m
m)
Roo
f (m
m)
1st P
ass
Top
Coa
lC
oal R
ecov
Coa
lC
oal T
onne
s(%
)D
ilutio
nSt
one
Tonn
esTo
nnes
by M
ass
LW1
946
25
0
2.8
- 3.6
3
3
-
-
100
-
100
73
3,15
0
-
-
-
73
3,15
0
931,
101
6.
5%47
300
1087
9010
3989
110
.5%
LW2
1,13
9
25
0
2.9
- 3.9
3
3
-
-
100
-
100
93
9,67
5
-
-
-
93
9,67
5
1,19
3,38
7
6.
1%56
950
1309
8513
2437
29.
9%LW
31,
717
250
2.
6 - 3
.93
3
-
-
10
0
-
10
0
1,37
3,60
0
-
-
-
1,37
3,60
0
1,
744,
472
6.3%
8585
019
7455
1941
927
10.2
%LW
41,
281
250
2.
8 - 3
.53
3
-
-
10
0
-
10
0
1,02
4,80
0
-
-
-
1,02
4,80
0
1,
301,
496
6.3%
6405
014
7315
1448
811
10.2
%LW
51,
240
250
2.
1 - 3
.43
3
-
-
10
0
-
10
0
930,
000
-
-
-
930,
000
1,
181,
100
6.7%
6200
014
2600
1323
700
10.8
%LW
61,
377
250
2.
2 - 3
.53
3
-
-
10
0
-
20
0
963,
900
-
-
-
963,
900
1,
224,
153
10.7
%10
3275
2375
3314
6168
616
.3%
LW7
827
25
0
2.8
- 3.4
3
3
-
-
100
-
200
59
9,57
5
-
-
-
59
9,57
5
761,
460
10
.3%
6202
514
2658
9041
1815
.8%
LW8
1,93
4
25
0
2.1
- 2.8
3
3
-
-
100
-
200
1,
208,
750
-
-
-
1,
208,
750
1,53
5,11
3
12
.0%
1450
5033
3615
1868
728
17.9
%LW
91,
754
250
2.
1 - 2
.62
2
-
-
10
0
-
25
0
1,05
2,40
0
-
-
-
1,05
2,40
0
1,
336,
548
14.6
%15
3475
3529
9316
8954
120
.9%
LW10
1,50
7
25
0
2.1
- 2.6
2
2
-
-
100
-
250
90
4,20
0
-
-
-
90
4,20
0
1,14
8,33
4
14
.6%
1318
6330
3284
1451
618
20.9
%LW
111,
261
250
2.
0 - 2
.82
2
-
-
10
0
-
25
0
756,
600
-
-
-
756,
600
96
0,88
2
14.6
%11
0338
2537
7612
1465
820
.9%
LW12
542
25
0
2.1
- 2.7
2
2
-
-
100
-
250
32
5,20
0
-
-
-
32
5,20
0
413,
004
14
.6%
4742
510
9078
5220
8220
.9%
LW13
379
25
0
2.9
- 3.1
3
3
-
-
100
-
100
28
4,25
0
-
-
-
28
4,25
0
360,
998
6.
7%18
950
4358
540
4583
10.8
%LW
1489
1
250
2.
7 - 3
.33
3
-
-
10
0
-
10
0
668,
250
-
-
-
668,
250
84
8,67
8
6.7%
4455
010
2465
9511
4310
.8%
LW15
1,40
3
25
0
2.6
- 3.5
3
3
-
-
100
-
100
1,
087,
325
-
-
-
1,
087,
325
1,38
0,90
3
6.
5%70
150
1613
4515
4224
810
.5%
LW16
1,91
5
25
0
2.9
- 4.0
3
3
-
-
100
-
100
1,
532,
000
-
-
-
1,
532,
000
1,94
5,64
0
6.
3%95
750
2202
2521
6586
510
.2%
LW17
2,25
8
25
0
2.9
- 4.1
3
3
-
-
100
-
100
1,
806,
400
-
-
-
1,
806,
400
2,29
4,12
8
6.
3%11
2900
2596
7025
5379
810
.2%
LW18
2,20
1
25
0
3.0
- 3.6
3
3
-
-
100
-
100
1,
815,
825
-
-
-
1,
815,
825
2,30
6,09
8
6.
1%11
0050
2531
1525
5921
39.
9%LW
192,
161
250
3.
0 - 3
.53
3
-
-
10
0
-
10
0
1,78
2,82
5
-
-
-
1,78
2,82
5
2,
264,
188
6.1%
1080
5024
8515
2512
703
9.9%
LW20
2,00
5
25
0
3.0
- 3.7
3
3
-
-
100
-
100
1,
654,
125
-
-
-
1,
654,
125
2,10
0,73
9
6.
1%10
0250
2305
7523
3131
49.
9%LW
211,
849
250
3.
1 - 3
.63
3
-
-
10
0
-
100
1,
525,
425
-
-
-
1,
525,
425
1,
937,
290
6.1%
9245
021
2635
2149
925
9.9%
Ave
rage
/ To
tal
29,1
69,7
09
1822
700
4192
210
3336
1919
12.6
%To
tal D
ev +
LW
31,6
69,8
10
1893
690
4355
488
3602
5297
12.1
%
Mer
riow
n Se
am D
evel
opm
ent
Ass
umed
Coa
l Den
sity
(kg/
m3)
=1.
26A
ssum
ed S
tone
Den
sity
(kg/
m3)
=2.
3
Pane
lLe
ngth
No.
Roa
d / B
lock
Pilla
r Pi
llar
Ave
Sea
mM
inin
gD
ilutio
nD
ilutio
nD
ilutio
nN
o.To
tal H
dgTo
tal C
/ TTo
tal
Tota
lTo
tal D
evD
ilutio
nVo
l Dev
Tota
l Dev
Tota
lD
ilutio
n %
N
ame
(m)
Hea
ding
sW
idth
Leng
th (m
)W
idth
(m)
Hei
ght (
m)
Hei
ght
Floo
r (m
m)
Part
ing
(mm
)R
oof (
mm
)C
/T 's
Driv
e (m
)D
rive
(m)
Dev
(m)
Dev
Vol
Coa
l Ton
nes
(%)
Dilu
tion
Ston
e To
nnes
Tonn
esby
Mas
s
Mai
ns-1
162
3
6
30
30
3.
1 - 3
.43
50
-
70
0
6
486
36
0
846
16
,243
20,4
66
23
.4%
3,80
7
8,
756
29,2
23
30
.0%
Mai
ns-2
105
6
5
30
30
3.
2 - 3
.43
50
-
50
4
630
60
0
1,23
0
20
,295
25,5
72
3.
0%61
5
1,41
5
26
,986
5.2%
Mai
ns-3
2,84
1
6
5
50
30
2.
6 - 3
.23
50
-
50
53
17
,046
7,95
0
24
,996
374,
940
47
2,42
4
3.3%
12,4
98
28
,745
501,
170
5.
7%M
ains
-41,
416
6
5
50
30
2.7
- 3.0
3
50
-
50
27
8,49
6
4,
050
12,5
46
17
5,64
4
221,
311
3.
6%6,
273
14,4
28
23
5,73
9
6.1%
-
-
0.0%
MG
-11,
394
2
5
120
25
2.0
- 3.3
3
50
-
50
13
2,78
8
32
5
3,11
3
42
,026
52,9
52
3.
7%1,
557
3,58
0
56
,532
6.3%
MG
-21,
394
2
5
120
25
2.0
- 3.2
3
50
-
50
13
2,78
8
32
5
3,11
3
40
,469
50,9
91
3.
8%1,
557
3,58
0
54
,571
6.6%
MG
-31,
394
2
5
120
25
2.2
- 3.2
3
50
-
50
13
2,78
8
32
5
3,11
3
42
,026
52,9
52
3.
7%1,
557
3,58
0
56
,532
6.3%
MG
-41,
628
2
5
120
25
2.0
- 3.0
3
50
-
50
15
3,25
6
37
5
3,63
1
45
,388
57,1
88
4.
0%1,
816
4,17
6
61
,364
6.8%
MG
-51,
628
2
5
120
25
2.0
- 2.4
2
50
-
100
15
3,25
6
37
5
3,63
1
38
,126
48,0
38
7.
1%2,
723
6,26
3
54
,302
11.5
%M
G-6
1,19
2
2
5
12
0
25
2.
1 - 2
.52
50
-
10
0
11
2,
384
275
2,
659
29,2
49
36
,854
6.8%
1,99
4
4,
587
41,4
41
11
.1%
MG
-71,
192
2
5
120
25
2.3
- 3.1
2
50
-
50
11
2,38
4
27
5
2,65
9
31
,908
40,2
04
4.
2%1,
330
3,05
8
43
,262
7.1%
TG-7
932
2
5
12
0
25
2.
3 - 2
.72
50
-
50
9
1,86
4
22
5
2,08
9
24
,024
30,2
70
4.
3%1,
045
2,40
2
32
,672
7.4%
MG
-82,
218
2
5
120
25
2.4
- 2.8
3
50
-
50
19
4,43
6
47
5
4,91
1
63
,843
80,4
42
3.
8%2,
456
5,64
8
86
,090
6.6%
MG
-92,
197
2
5
120
25
2.7
- 2.9
3
50
-
50
19
4,39
4
47
5
4,86
9
68
,166
85,8
89
3.
6%2,
435
5,59
9
91
,489
6.1%
MG
-10
1,89
0
2
5
12
0
25
2.
7 - 3
.13
50
-
50
17
3,
780
425
4,
205
60,9
73
76
,825
3.4%
2,10
3
4,
836
81,6
61
5.
9%M
G-1
11,
134
2
5
120
25
2.6
- 3.0
3
50
-
50
11
2,26
8
27
5
2,54
3
36
,874
46,4
61
3.
4%1,
272
2,92
4
49
,385
5.9%
MG
-12
/ TG
1188
7
2
5
120
25
2.5
- 2.9
3
50
-
50
9
1,
774
225
1,
999
27,9
86
35
,262
3.6%
1,00
0
2,
299
37,5
61
6.
1%TG
-12
(Rem
oved
)-
2
-
12
0
25
2.
6 - 2
.93
50
-
50
-
-
-
-
-
-
-
-
0.0%
MG
-13
484
2
5
12
0
25
3.
0 - 3
.05
3
50
-
50
5
96
8
125
1,
093
16,3
95
20
,658
3.3%
547
1,
257
21,9
15
5.
7%M
G-1
499
6
2
5
120
25
2.9
- 3.1
3
50
-
50
9
1,
992
225
2,
217
33,2
55
41
,901
3.3%
1,10
9
2,
550
44,4
51
5.
7%M
G-1
51,
508
2
5
120
25
2.8
- 3.2
3
50
-
50
14
3,01
6
35
0
3,36
6
50
,490
63,6
17
3.
3%1,
683
3,87
1
67
,488
5.7%
MG
-16
2,02
0
2
5
12
0
25
2.
2 - 3
.23
50
-
50
18
4,
040
450
4,
490
65,1
05
82
,032
3.4%
2,24
5
5,
164
87,1
96
5.
9%M
G-1
72,
020
2
5
120
25
2.0
- 3.2
3
50
-
50
18
4,04
0
45
0
4,49
0
62
,860
79,2
04
3.
6%2,
245
5,16
4
84
,367
6.1%
MG
-18
1,96
8
2
5
12
0
25
2.
0 - 3
.23
50
-
50
17
3,
936
425
4,
361
61,0
54
76
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3.6%
2,18
1
5,
015
81,9
43
6.
1%M
G-1
91,
690
2
5
120
25
2.6
- 3.2
3
50
-
50
15
3,38
0
37
5
3,75
5
52
,570
66,2
38
3.
6%1,
878
4,31
8
70
,556
6.1%
MG
-20
1,81
4
2
5
12
0
25
2.
1 - 3
.23
50
-
50
16
3,
628
400
4,
028
54,3
78
68
,516
3.7%
2,01
4
4,
632
73,1
48
6.
3%M
G-2
11,
905
2
5
120
25
3.1
- 3.3
3
50
-
50
17
3,81
0
42
5
4,23
5
67
,760
85,3
78
3.
1%2,
118
4,87
0
90
,248
5.4%
TG-2
11,
905
2
5
120
25
3.0
- 3.6
3
50
-
50
17
3,81
0
42
5
4,23
5
69
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88,0
46
3.
0%2,
118
4,87
0
92
,916
5.2%
Inst
all R
d25
0
21
5
n/
an/
a3
50
-
50
n/a
5,25
0
-
5,
250
78,7
50
99,2
25
3.3%
2,62
5
6,
038
105,
263
5.7%
Ave
rage
/ To
tal
123,
673
2,20
5,84
6
66
,793
153,
624
2,
359,
470
6.
5%
Mer
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n Se
am L
ongw
all
Pane
lLe
ngth
Roa
d / B
lock
Seam
Ht
Ave
Sea
mM
ax L
WB
alan
ce o
fR
ecov
ery
ofD
ilutio
nD
ilutio
nD
ilutio
nVo
l Coa
lVo
l Coa
lVo
l Top
Tota
l Vol
Tot L
WD
ilutio
nVo
l Lw
Tota
l LW
Tota
lD
ilutio
n %
N
ame
(m)
Wid
th (m
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ange
(m)
Hei
ght (
m)
1st P
ass
(m)
Coa
l (m
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alan
ce (%
)Fl
oor (
mm
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rtin
g (m
m)
Roo
f (m
m)
1st P
ass
Top
Coa
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oal R
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Coa
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oal T
onne
s(%
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ilutio
nSt
one
Tonn
esTo
nnes
by M
ass
LW1
1,28
9
25
0
2.0
- 3.2
3
3
-
-
100
-
150
83
7,85
0
-
-
-
83
7,85
0
1,05
5,69
1
9.
6%80
,563
185,
294
1,
240,
985
14.9
%LW
21,
289
250
2.
1 - 3
.23
3
-
-
10
0
-
15
0
870,
075
-
-
-
870,
075
1,
096,
295
9.3%
80,5
63
18
5,29
4
1,28
1,58
8
14
.5%
LW3
1,28
9
25
0
2.1
- 3.2
3
3
-
-
100
-
150
87
0,07
5
-
-
-
87
0,07
5
1,09
6,29
5
9.
3%80
,563
185,
294
1,
281,
588
14.5
%LW
41,
523
250
2.
0 - 2
.62
2
-
-
10
0
-
25
0
875,
725
-
-
-
875,
725
1,
103,
414
15.2
%13
3,26
3
306,
504
1,
409,
917
21.7
%LW
578
4
250
2.
0 - 2
.52
2
-
-
10
0
-
25
0
450,
800
-
-
-
450,
800
56
8,00
8
15.2
%68
,600
157,
780
72
5,78
8
21.7
%LW
61,
092
250
2.
0 - 3
.02
2
-
-
10
0
-
25
0
627,
900
-
-
-
627,
900
79
1,15
4
15.2
%95
,550
219,
765
1,
010,
919
21.7
%LW
782
7
250
2.
3 - 3
.03
3
-
-
10
0
-
15
0
537,
550
-
-
-
537,
550
67
7,31
3
9.6%
51,6
88
11
8,88
1
796,
194
14
.9%
LW8
2,12
6
25
0
2.6
- 2.8
3
3
-
-
100
-
150
1,
435,
050
-
-
-
1,
435,
050
1,80
8,16
3
9.
3%13
2,87
5
305,
613
2,
113,
776
14.5
%LW
91,
885
250
2.
7 - 3
.23
3
-
-
10
0
-
15
0
1,36
6,62
5
-
-
-
1,36
6,62
5
1,
721,
948
8.6%
117,
813
27
0,96
9
1,99
2,91
6
13
.6%
LW10
1,12
9
25
0
2.6
- 3.0
3
3
-
-
100
-
150
81
8,52
5
-
-
-
81
8,52
5
1,03
1,34
2
8.
6%70
,563
162,
294
1,
193,
635
13.6
%LW
1188
2
250
2.
7 - 3
.03
3
-
-
10
0
-
15
0
639,
450
-
-
-
639,
450
80
5,70
7
8.6%
55,1
25
12
6,78
8
932,
495
13
.6%
LW12
(Rem
oved
)-
250
2.
4 - 2
.93
3
-
-
10
0
-
15
0
-
-
-
-
-
-
8.9%
-
-
-
0.
0%LW
1337
9
250
3.
0 - 3
.03
3
-
-
10
0
-
10
0
284,
250
-
-
-
284,
250
35
8,15
5
6.7%
18,9
50
43
,585
401,
740
10
.8%
LW14
891
25
0
2.8
- 3.1
3
3
-
-
100
-
100
66
8,25
0
-
-
-
66
8,25
0
841,
995
6.
7%44
,550
102,
465
94
4,46
0
10.8
%LW
151,
403
250
2.
8 - 3
.23
3
-
-
10
0
-
10
0
1,05
2,25
0
-
-
-
1,05
2,25
0
1,
325,
835
6.7%
70,1
50
16
1,34
5
1,48
7,18
0
10
.8%
LW16
1,91
5
25
0
2.8
- 3.2
3
3
-
-
100
-
150
1,
388,
375
-
-
-
1,
388,
375
1,74
9,35
3
8.
6%11
9,68
8
275,
281
2,
024,
634
13.6
%LW
171,
863
250
2.
8 - 3
.23
3
-
-
10
0
-
15
0
1,35
0,67
5
-
-
-
1,35
0,67
5
1,
701,
851
8.6%
116,
438
26
7,80
6
1,96
9,65
7
13
.6%
LW18
1,58
5
25
0
2.6
- 3.2
3
3
-
-
100
-
150
1,
109,
500
-
-
-
1,
109,
500
1,39
7,97
0
8.
9%99
,063
227,
844
1,
625,
814
14.0
%LW
191,
585
250
2.
2 - 3
.13
3
-
-
10
0
-
15
0
1,03
0,25
0
-
-
-
1,03
0,25
0
1,
298,
115
9.6%
99,0
63
22
7,84
4
1,52
5,95
9
14
.9%
LW20
1,70
9
25
0
2.6
- 3.2
3
3
-
-
100
-
150
1,
239,
025
-
-
-
1,
239,
025
1,56
1,17
2
8.
6%10
6,81
3
245,
669
1,
806,
840
13.6
%LW
211,
800
250
3.
0 - 3
.63
3
-
-
10
0
-
100
1,
440,
000
-
-
-
1,
440,
000
1,
814,
400
6.3%
90,0
00
20
7,00
0
2,02
1,40
0
10.2
%A
vera
ge /
Tota
l-
-
23
,804
,172
1,
731,
875
3,98
3,31
3
27
,787
,485
14
.3%
Tota
l Dev
+ L
W26
,010
,018
1,
798,
668
4,13
6,93
6
30
,146
,954
13
.7%
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