Page 1
23
27
+3
8
23
62
+5
7
1741
3519'
23
62
+9
7
23
77
+5
2
1741
1455'
23
62
+5
7
23
62
+9
7
PIASA BLUFF ROAD
40'
2330+
48 C
EN
TE
RLIN
E O
F D
IT
CH
2331+
52 C
EN
TE
RLIN
E O
F S
TR
EA
M S
IL-W
JW
-016
2331+
58 C
EN
TE
RLIN
E O
F D
IT
CH
2333+
85 23°32'12" R
T
2336+
63 C
EN
TE
RLIN
E O
F D
IT
CH
2337+
34 C
EN
TE
RLIN
E O
F D
IT
CH
2337+
64 22°13'39" LT
2339+
12 C
EN
TE
RLIN
E O
F D
IT
CH
2350+
14 E
DG
E O
F S
TR
EA
M S
IL-JJP
-209
2350+
30 C
EN
TE
RLIN
E O
F D
IT
CH
2350+
36 E
DG
E O
F S
TR
EA
M S
IL-JJP
-209
2353+
26 C
EN
TE
RLIN
E O
F D
IT
CH
2356+
00 49°44'39" R
T
2356+
67 C
EN
TE
RLIN
E O
F N
US
TA
R A
MM
ON
IA
P
IP
ELIN
E
2357+
42 37°49'18" LT
2359+
06 0°47'33" R
T
2361+
48 3°13'17" R
T
2362+
57 P
RO
PE
RT
Y LIN
E
2362+
97 P
RO
PE
RT
Y LIN
E
2367+
56 1°31'24" R
T
2368+
82 0°42'34" R
T
2372+
41 C
EN
TE
RLIN
E O
F S
TR
EA
M S
IL-W
JW
-011
2361+
40 E
NT
ER
W
ET
LA
ND
W
IL-W
JW
-003
2361+
60 E
XIT
W
ET
LA
ND
W
IL-W
JW
-003
23
27
+3
8
23
62
+5
7
1741
3519'
23
62
+9
7
23
77
+5
2
1741
1455'
23
62
+5
7
23
62
+9
7
PIASA BLUFF ROAD
40'
2330+
48 C
EN
TE
RLIN
E O
F D
IT
CH
2331+
52 C
EN
TE
RLIN
E O
F S
TR
EA
M S
IL-W
JW
-016
2331+
58 C
EN
TE
RLIN
E O
F D
IT
CH
2333+
85 23°32'12" R
T
2336+
63 C
EN
TE
RLIN
E O
F D
IT
CH
2337+
34 C
EN
TE
RLIN
E O
F D
IT
CH
2337+
64 22°13'39" LT
2339+
12 C
EN
TE
RLIN
E O
F D
IT
CH
2350+
14 E
DG
E O
F S
TR
EA
M S
IL-JJP
-209
2350+
30 C
EN
TE
RLIN
E O
F D
IT
CH
2350+
36 E
DG
E O
F S
TR
EA
M S
IL-JJP
-209
2353+
26 C
EN
TE
RLIN
E O
F D
IT
CH
2356+
00 49°44'39" R
T
2356+
67 C
EN
TE
RLIN
E O
F N
US
TA
R A
MM
ON
IA
P
IP
ELIN
E
2357+
42 37°49'18" LT
2359+
06 0°47'33" R
T
2361+
48 3°13'17" R
T
2362+
57 P
RO
PE
RT
Y LIN
E
2362+
97 P
RO
PE
RT
Y LIN
E
2367+
56 1°31'24" R
T
2368+
82 0°42'34" R
T
2372+
41 C
EN
TE
RLIN
E O
F S
TR
EA
M S
IL-W
JW
-011
2361+
40 E
NT
ER
W
ET
LA
ND
W
IL-W
JW
-003
2361+
60 E
XIT
W
ET
LA
ND
W
IL-W
JW
-003
1
4686'
23
74
+2
4
23
27
+3
8
2
328'
23
77
+5
2
23
74
+2
4
1
4686'
23
74
+2
4
23
27
+3
8
2
328'
23
77
+5
2
23
74
+2
4
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT HDDOPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT HDD
5' MIN. 7' MIN.5' MIN. 7' MIN.
79C2 833G 79C2 833G 79C2 833G 79D2 833G 79D2 833G 3475A79C2 833G 79C2 833G 79C2 833G 79D2 833G 79D2 833G 3475A
AG F OL F OL F OL F OW F OL F OL F OW F OW WAG F OL F OL F OL F OW F OL F OL F OW F OW W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
T
T
T
T
T
T
T
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.P
.
4
4
.0
M
.P
.
45.0
R3
16
N
M.P.
44.1
ST
LP
-A
-05
0
2327
+38
M.P.
45.0R3
2377
+52
ST
LP
-A
-05
2
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
16
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
11
CE
NT
ER
LIN
E O
F D
RIV
EW
AY
CE
NT
ER
LIN
E O
F
CH
AU
TA
UQ
UA
R
OA
D
CE
NT
ER
LIN
E O
F N
US
TA
R
AM
MO
NIA
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F A
ME
RE
N
NA
TU
RA
L G
AS
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F N
US
TA
R
AM
MO
NIA
P
IP
EL
IN
E
OV
ER
HE
AD
L
IN
E
F
IB
ER
O
PT
IC
AT
T T
EL
EP
HO
NE
L
IN
E
AT
T T
EL
EP
HO
NE
L
IN
E
FIB
ER
O
PT
IC
GT
I T
EL
EP
HO
NE
L
IN
E
EN
TE
R W
ET
LA
ND
WIL
-W
JW
-0
03
EX
IT
W
ET
LA
ND
WIL
-W
JW
-0
03
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
16
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
11
CE
NT
ER
LIN
E O
F D
RIV
EW
AY
CE
NT
ER
LIN
E O
F
CH
AU
TA
UQ
UA
R
OA
D
CE
NT
ER
LIN
E O
F N
US
TA
R
AM
MO
NIA
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F A
ME
RE
N
NA
TU
RA
L G
AS
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F N
US
TA
R
AM
MO
NIA
P
IP
EL
IN
E
OV
ER
HE
AD
L
IN
E
F
IB
ER
O
PT
IC
AT
T T
EL
EP
HO
NE
L
IN
E
AT
T T
EL
EP
HO
NE
L
IN
E
FIB
ER
O
PT
IC
GT
I T
EL
EP
HO
NE
L
IN
E
EN
TE
R W
ET
LA
ND
WIL
-W
JW
-0
03
EX
IT
W
ET
LA
ND
WIL
-W
JW
-0
03
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
1050'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
1050'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
1050'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
1050'
2328+00 2330+00 2332+00 2334+00 2336+00 2338+00 2340+00 2342+00 2344+00 2346+00 2348+00 2350+00 2352+00 2354+00 2356+00 2358+00 2360+00 2362+00 2364+00 2366+00 2368+00 2370+00 2372+00 2374+00 2376+00 2378+002328+00 2330+00 2332+00 2334+00 2336+00 2338+00 2340+00 2342+00 2344+00 2346+00 2348+00 2350+00 2352+00 2354+00 2356+00 2358+00 2360+00 2362+00 2364+00 2366+00 2368+00 2370+00 2372+00 2374+00 2376+00 2378+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
KAM
KAM
DP
RJR
EB
RJP
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1
2
20
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
ELL, 24.000" OD X 0.375" WT, 3DR, WPHY70, FBE COATED
STLP-AR-005
STLP-HDD-001
ACCESS ROAD SITE PLAN - TAR-017
HDD PROFILE OVERVIEW
1" = 200' STLP-A-051 5
DGG
JEW
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
JERSEY COUNTY, ILLINOIS
STA. 2327+38 STA. 2377+36
4686'
328'
2
ST
A. 2327+
36
ST
A. 2377+
52
AutoCAD SHX Text
STATE RTE 100
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWGS: STLP-HDD-001
AutoCAD SHX Text
ELSAH TOWNSHIP, JERSEY COUNTY ILLINOIS
AutoCAD SHX Text
CO HWY 23
AutoCAD SHX Text
SIL-WJW-015
AutoCAD SHX Text
TAR-017 SEE DWG STLP-AR-005
AutoCAD SHX Text
TAR-017 SEE DWG STLP-AR-005
AutoCAD SHX Text
PIL-DFW-001
AutoCAD SHX Text
PIL-DFW-001
AutoCAD SHX Text
SIL-WJW-016
AutoCAD SHX Text
SIL-WJW-017
AutoCAD SHX Text
SIL-WJW-018
AutoCAD SHX Text
SMO-WJW-019
AutoCAD SHX Text
SIL-JJP-209
AutoCAD SHX Text
SIL-JJP-210
AutoCAD SHX Text
SIL-JJP-206
AutoCAD SHX Text
SIL-JJP-207
AutoCAD SHX Text
SIL-JJP-208
AutoCAD SHX Text
SIL-JJP-203
AutoCAD SHX Text
SIL-JJP-204
AutoCAD SHX Text
SIL-JJP-205
AutoCAD SHX Text
SIL-JJP-201
AutoCAD SHX Text
SIL-WJW-011
AutoCAD SHX Text
PIL-WJW-001
AutoCAD SHX Text
SIL-WJW-010
AutoCAD SHX Text
WIL-WJW-003
AutoCAD SHX Text
SIL-WJW-013
AutoCAD SHX Text
SIL-WJW-014
AutoCAD SHX Text
WETLAND WIL-JJP-148
AutoCAD SHX Text
SIL-JJP-202
AutoCAD SHX Text
SIL-JJP-200
AutoCAD SHX Text
STREAM NHD-916
AutoCAD SHX Text
STREAM NHD-917
AutoCAD SHX Text
SIL-WJW-012
AutoCAD SHX Text
SIL-WJW-011
AutoCAD SHX Text
SIL-JJP-211
AutoCAD SHX Text
REFERENCE STREAM 1
AutoCAD SHX Text
REFERENCE STREAM 2
AutoCAD SHX Text
PREVIOUSLY FILED OCTOBER ROUTE
Page 2
2
5004'
24
27
+3
4
23
77
+5
2
W F W F D OL OW W OW F
3475A W 99001 66066 99001 66066
CLASS I / 1440 PSIG
0.5
7' MIN.
HDD
2
5004'
24
27
+3
4
23
77
+5
2
W F W F D OL OW W OW F
3475A W 99001 66066 99001 66066
CLASS I / 1440 PSIG
0.5
7' MIN.
HDD
23
77
+5
2
23
79
+5
0
1741
198'
23
79
+5
0
23
80
+7
8
1739
128'
24
10
+6
3
24
27
+3
4
1084
1671'
23
80
+7
8
24
10
+6
3
MISSISSIPPI RIVER
3007'
23
77
+5
2
23
79
+5
0
1741
198'
23
79
+5
0
23
80
+7
8
1739
128'
24
10
+6
3
24
27
+3
4
1084
1671'
23
80
+7
8
24
10
+6
3
MISSISSIPPI RIVER
3007'
2
37
8+
46
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
IL
-JJP
-2
00
2
37
9+
50
P
RO
PE
RT
Y L
IN
E
2
37
9+
56
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
59
C
EN
TE
RL
IN
E O
F D
IT
CH
2
37
9+
62
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
63
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
66
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
68
C
EN
TE
RL
IN
E O
F A
ME
RE
N N
AT
UR
AL
G
AS
P
IP
EL
IN
E
2
37
9+
69
E
DG
E O
F P
AV
EM
EN
T
2
37
9+
89
C
EN
TE
RL
IN
E O
F S
TA
TE
R
OU
TE
1
00
G
RE
AT
R
IV
ER
R
OA
D
2
38
0+
02
C
ON
CR
ET
E
2
38
0+
06
C
ON
CR
ET
E
2
38
0+
19
C
EN
TE
RL
IN
E O
F S
TA
TE
R
OU
TE
1
00
G
RE
AT
R
IV
ER
R
OA
D
2
38
0+
40
E
DG
E O
F P
AV
EM
EN
T
2
38
0+
41
G
UA
RD
RA
IL
2
38
0+
52
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
IL
-W
JW
-0
10
2
38
0+
78
P
RO
PE
RT
Y L
IN
E
2
38
9+
34
1
°0
0'0
0" L
T
2
39
0+
60
2
°0
0'0
0" L
T
2
39
1+
85
1
°0
0'0
0" L
T
2
39
4+
36
C
EN
TE
RL
IN
E O
F S
TR
EA
M N
HD
-9
21
M
IS
SIS
SIP
PI R
IV
ER
)
2
39
5+
10
C
OU
NT
Y L
IN
E
2
39
5+
10
M
UN
IC
IP
AL
B
OU
ND
AR
Y
2
39
5+
10
IL
LIN
OIS
/M
IS
SO
UR
I S
TA
TE
B
OU
ND
AR
Y
2
40
4+
57
1
°0
0'0
0" R
T
2
40
5+
83
2
°0
0'0
0" R
T
2
40
6+
86
1
°0
0'0
2" R
T
2
40
9+
94
E
NT
ER
N
WI W
ET
LA
ND
N
WI-1
05
2
41
0+
63
P
RO
PE
RT
Y L
IN
E
2
41
3+
82
E
XIT
N
WI W
ET
LA
ND
N
WI-1
05
2
42
4+
23
C
EN
TE
RL
IN
E O
F N
HD
S
TR
EA
M N
HD
-9
24
2
42
6+
53
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
MO
-W
JW
-0
01
2
37
8+
46
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
IL
-JJP
-2
00
2
37
9+
50
P
RO
PE
RT
Y L
IN
E
2
37
9+
56
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
59
C
EN
TE
RL
IN
E O
F D
IT
CH
2
37
9+
62
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
63
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
66
F
IB
ER
O
PT
IC
T
EL
EP
HO
NE
L
IN
E
2
37
9+
68
C
EN
TE
RL
IN
E O
F A
ME
RE
N N
AT
UR
AL
G
AS
P
IP
EL
IN
E
2
37
9+
69
E
DG
E O
F P
AV
EM
EN
T
2
37
9+
89
C
EN
TE
RL
IN
E O
F S
TA
TE
R
OU
TE
1
00
G
RE
AT
R
IV
ER
R
OA
D
2
38
0+
02
C
ON
CR
ET
E
2
38
0+
06
C
ON
CR
ET
E
2
38
0+
19
C
EN
TE
RL
IN
E O
F S
TA
TE
R
OU
TE
1
00
G
RE
AT
R
IV
ER
R
OA
D
2
38
0+
40
E
DG
E O
F P
AV
EM
EN
T
2
38
0+
41
G
UA
RD
RA
IL
2
38
0+
52
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
IL
-W
JW
-0
10
2
38
0+
78
P
RO
PE
RT
Y L
IN
E
2
38
9+
34
1
°0
0'0
0" L
T
2
39
0+
60
2
°0
0'0
0" L
T
2
39
1+
85
1
°0
0'0
0" L
T
2
39
4+
36
C
EN
TE
RL
IN
E O
F S
TR
EA
M N
HD
-9
21
M
IS
SIS
SIP
PI R
IV
ER
)
2
39
5+
10
C
OU
NT
Y L
IN
E
2
39
5+
10
M
UN
IC
IP
AL
B
OU
ND
AR
Y
2
39
5+
10
IL
LIN
OIS
/M
IS
SO
UR
I S
TA
TE
B
OU
ND
AR
Y
2
40
4+
57
1
°0
0'0
0" R
T
2
40
5+
83
2
°0
0'0
0" R
T
2
40
6+
86
1
°0
0'0
2" R
T
2
40
9+
94
E
NT
ER
N
WI W
ET
LA
ND
N
WI-1
05
2
41
0+
63
P
RO
PE
RT
Y L
IN
E
2
41
3+
82
E
XIT
N
WI W
ET
LA
ND
N
WI-1
05
2
42
4+
23
C
EN
TE
RL
IN
E O
F N
HD
S
TR
EA
M N
HD
-9
24
2
42
6+
53
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
MO
-W
JW
-0
01
T
T
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
45.0R3
M.P.
46.0
Back
EQUATION
Ahead
Diff. =
2407+08
2406+86
22'
1
6
N
M.P.
45.0R3
ST
LP
-A
-0
51
23
77
+5
2
M.P.
46.0
24
27
+3
4
ST
LP
-A
-0
53
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
10
CE
NT
ER
LIN
E O
F S
TR
EA
M
SM
O-W
JW
-0
01
CE
NT
ER
LIN
E O
F G
RE
AT
R
IV
ER
R
OA
D
CE
NT
ER
LIN
E O
F G
RE
AT
R
IV
ER
R
OA
D
CE
NT
ER
LIN
E O
F A
ME
RE
N
NA
TU
RA
L G
AS
P
IP
EL
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
EN
TE
R N
WI W
ET
LA
ND
N
WI-1
05
EX
IT
N
WI W
ET
LA
ND
N
WI-1
05
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-JJP
-2
00
CE
NT
ER
LIN
E O
F S
TR
EA
M
NH
D-9
21
(M
IS
SIS
SIP
PI R
IV
ER
)
CE
NT
ER
LIN
E O
F S
TR
EA
M
NH
D-9
24
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-W
JW
-0
10
CE
NT
ER
LIN
E O
F S
TR
EA
M
SM
O-W
JW
-0
01
CE
NT
ER
LIN
E O
F G
RE
AT
R
IV
ER
R
OA
D
CE
NT
ER
LIN
E O
F G
RE
AT
R
IV
ER
R
OA
D
CE
NT
ER
LIN
E O
F A
ME
RE
N
NA
TU
RA
L G
AS
P
IP
EL
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
F
IB
ER
O
PT
IC
A
TT
T
EL
EP
HO
NE
L
IN
E
EN
TE
R N
WI W
ET
LA
ND
N
WI-1
05
EX
IT
N
WI W
ET
LA
ND
N
WI-1
05
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL
-JJP
-2
00
CE
NT
ER
LIN
E O
F S
TR
EA
M
NH
D-9
21
(M
IS
SIS
SIP
PI R
IV
ER
)
CE
NT
ER
LIN
E O
F S
TR
EA
M
NH
D-9
24
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
2378+00 2380+00 2382+00 2384+00 2386+00 2388+00 2390+00 2392+00 2394+00 2396+00 2398+00 2400+00 2402+00 2404+00 2406+00 2408+002408+00 2410+00 2412+00 2414+00 2416+00 2418+00 2420+00 2422+00 2424+00 2426+00 2428+002378+00 2380+00 2382+00 2384+00 2386+00 2388+00 2390+00 2392+00 2394+00 2396+00 2398+00 2400+00 2402+00 2404+00 2406+00 2408+002408+00 2410+00 2412+00 2414+00 2416+00 2418+00 2420+00 2422+00 2424+00 2426+00 2428+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
KAM
KAM
DP
RJR
EB
RJP
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
GG
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
2 PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED STLP-HDD-001 HDD PROFILE OVERVIEW - MISSISSIPPI RIVER MAINLINE
1" = 200' STLP-A-052 5
DGG
JEW
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
JERSEY COUNTY, ILLINOIS & ST. CHARLES COUNTY, MISSOURI
STA. 2377+36 STA. 2427+36
5004'
ST
A. 2
37
7+
52
ST
A. 2
42
7+
34
AutoCAD SHX Text
SMO-WJW-001
AutoCAD SHX Text
WMO-WJW-001
AutoCAD SHX Text
WMO-JJP-001
AutoCAD SHX Text
WMO-JJP-001B
AutoCAD SHX Text
WMO-JJP-009
AutoCAD SHX Text
WMO-JJP-001A
AutoCAD SHX Text
PROPOSED LOCATION OF MLV SITE 3 SEE DWG: STLP-SS-007
AutoCAD SHX Text
STATE RTE 100
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY
AutoCAD SHX Text
ELSAH TOWNSHIP, JERSEY COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
MISSOURI
AutoCAD SHX Text
ELSAH TOWNSHIP, JERSEY COUNTY, ILLINOIS & RIVERS TOWNSHIP, ST. CHARLES COUNTY, MISSOURI
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWGS: STLP-HDD-001
AutoCAD SHX Text
SIL-JJP-201
AutoCAD SHX Text
SIL-WJW-011
AutoCAD SHX Text
SIL-WJW-010
AutoCAD SHX Text
WETLAND WIL-JJP-148
AutoCAD SHX Text
SIL-JJP-202
AutoCAD SHX Text
SIL-JJP-200
AutoCAD SHX Text
WMO-JJP-001
AutoCAD SHX Text
MISSISSIPPI RIVER NHD-921
AutoCAD SHX Text
STREAM NHD-918
AutoCAD SHX Text
STREAM NHD-916
AutoCAD SHX Text
STREAM NHD-917
AutoCAD SHX Text
STREAM NHD-924
AutoCAD SHX Text
SIL-WJW-011
Page 3
2
949'
24
36
+8
3
24
27
+3
4
1
90'
24
37
+7
3
24
36
+8
3
REF
35'
24
38
+0
8
24
37
+7
3
1
2524'
24
63
+3
2
24
38
+0
8
2
80'
24
64
+1
2
24
63
+3
2
1
126'
24
65
+3
8
24
64
+1
2
F W F AG D AG
66066 66100 66066 66100
CLASS I / 1440 PSIG
0.5 0.72 0.5 0.72 0.6 0.72
7' MIN.
HDD OPEN CUT BORE OPEN CUT
2
949'
24
36
+8
3
24
27
+3
4
1
90'
24
37
+7
3
24
36
+8
3
REF
35'
24
38
+0
8
24
37
+7
3
1
2524'
24
63
+3
2
24
38
+0
8
2
80'
24
64
+1
2
24
63
+3
2
1
126'
24
65
+3
8
24
64
+1
2
F W F AG D AG
66066 66100 66066 66100
CLASS I / 1440 PSIG
0.5 0.72 0.5 0.72 0.6 0.72
7' MIN.
HDD OPEN CUT BORE OPEN CUT
24
27
+3
4
24
34
+9
1
1084
757'
24
34
+9
1
24
63
+7
3
1085
2877'
24
63
+7
3
24
65
+3
8
7019
165'
24
27
+3
4
24
34
+9
1
1084
757'
24
34
+9
1
24
63
+7
3
1085
2877'
24
63
+7
3
24
65
+3
8
7019
165'
2430+
21 E
NT
ER
W
ET
LA
ND
W
MO
-W
JW
-001
2433+
53 E
XIT
W
ET
LA
ND
W
MO
-W
JW
-001
2434+
91 P
RO
PE
RT
Y LIN
E
2436+
01 E
DG
E O
F G
RA
VE
L
2436+
06 C
EN
TE
RLIN
E O
F P
RIV
AT
E D
RIV
E
2436+
11 E
DG
E O
F G
RA
VE
L
2436+
89 16°25'56" LT
2446+
07 C
EN
TE
RLIN
E O
F D
IT
CH
2463+
53 C
EN
TE
RLIN
E O
F D
IT
CH
2463+
55 O
VE
RH
EA
D LIN
E
2463+
58 E
DG
E O
F P
AV
EM
EN
T
2463+
70 C
EN
TE
RLIN
E O
F P
OR
TA
GE
R
OA
D
2463+
73 P
RO
PE
RT
Y LIN
E
2463+
81 E
DG
E O
F P
AV
EM
EN
T
2463+
88 C
EN
TE
RLIN
E O
F D
IT
CH
2465+
24 21°33'34" LT
2463+
36 U
TILIT
Y P
OLE
100' R
T.
2463+
41 S
IG
N 64' R
T.
2430+
21 E
NT
ER
W
ET
LA
ND
W
MO
-W
JW
-001
2433+
53 E
XIT
W
ET
LA
ND
W
MO
-W
JW
-001
2434+
91 P
RO
PE
RT
Y LIN
E
2436+
01 E
DG
E O
F G
RA
VE
L
2436+
06 C
EN
TE
RLIN
E O
F P
RIV
AT
E D
RIV
E
2436+
11 E
DG
E O
F G
RA
VE
L
2436+
89 16°25'56" LT
2446+
07 C
EN
TE
RLIN
E O
F D
IT
CH
2463+
53 C
EN
TE
RLIN
E O
F D
IT
CH
2463+
55 O
VE
RH
EA
D LIN
E
2463+
58 E
DG
E O
F P
AV
EM
EN
T
2463+
70 C
EN
TE
RLIN
E O
F P
OR
TA
GE
R
OA
D
2463+
73 P
RO
PE
RT
Y LIN
E
2463+
81 E
DG
E O
F P
AV
EM
EN
T
2463+
88 C
EN
TE
RLIN
E O
F D
IT
CH
2465+
24 21°33'34" LT
2463+
36 U
TILIT
Y P
OLE
100' R
T.
2463+
41 S
IG
N 64' R
T.
X
O
H
X
X
X
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.P
.
4
6
.0
N
M.P.
46.0
ST
LP
-A
-05
2
2427
+34
M.P.
46.7
2465
+38
ST
LP
-A
-05
4
M
.P
.
4
6
.7
S
T
L
P
-
A
-
0
5
3
2
4
6
5
+
3
8
CE
NT
ER
LIN
E O
F
PR
IV
AT
E D
RIV
E
EN
TE
R W
ET
LA
ND
WM
O-W
JW
-0
01
EX
IT
W
ET
LA
ND
WM
O-W
JW
-0
01
CE
NT
ER
LIN
E O
F
PR
IV
AT
E D
RIV
E
EN
TE
R W
ET
LA
ND
WM
O-W
JW
-0
01
EX
IT
W
ET
LA
ND
WM
O-W
JW
-0
01
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2426+00 2428+00 2430+00 2432+00 2434+00 2436+00 2438+00 2440+00 2442+00 2444+00 2446+00 2448+00 2450+00 2452+00 2454+00 2456+00 2458+00 2460+00 2462+00 2464+00 2466+002426+00 2428+00 2430+00 2432+00 2434+00 2436+00 2438+00 2440+00 2442+00 2444+00 2446+00 2448+00 2450+00 2452+00 2454+00 2456+00 2458+00 2460+00 2462+00 2464+00 2466+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
KAM
KAM
DP
RJR
EB
RJP
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
1
2
REF
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
SEE REFERENCED DETAIL DRAWING
STLP-AR-006
STLP-HDD-002
STLP-HDD-003
STLP-HDD-004
STLP-SS-007
ACCESS ROAD SITE PLAN - PAR-018
HDD PROFILE OVERVIEW - MISSISSIPPI RIVER MAINLINE
HDD PROFILE OVERVIEW - MISSISSIPPI RIVER MAINLINE
HDD PROFILE OVERVIEW - MISSISSIPPI RIVER MAINLINE
24" PIPELINE MLV SITE 3
1" = 200' STLP-A-053 5
DGG
JEW
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2427+36 STA. 2465+41
2740'
1029'
35'
ST
A. 2427+
34
ST
A. 2465+
38
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SMO-WJW-001
AutoCAD SHX Text
WMO-WJW-001
AutoCAD SHX Text
WMO-JJP-001
AutoCAD SHX Text
WMO-JJP-001B
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWG: STLP-HDD-002
AutoCAD SHX Text
WMO-JJP-009
AutoCAD SHX Text
SMO-TMA-008
AutoCAD SHX Text
SMO-JJP-005
AutoCAD SHX Text
SEE DWG: STLP-AR-006
AutoCAD SHX Text
WMO-JJP-001A
AutoCAD SHX Text
PROPOSED LOCATION OF MLV SITE 3 SEE DWG: STLP-SS-007
AutoCAD SHX Text
PORTAGE RD
AutoCAD SHX Text
SMO-JJP-030
AutoCAD SHX Text
WMO-JJP-001
AutoCAD SHX Text
STREAM NHD-924
Page 4
1
4904'
25
14
+4
2
24
65
+3
8
2
80'
25
15
+2
2
25
14
+4
2
1
51'
25
15
+7
3
25
15
+2
2
AG OL D OL AG
66100 66066 66100 66066
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
1
4904'
25
14
+4
2
24
65
+3
8
2
80'
25
15
+2
2
25
14
+4
2
1
51'
25
15
+7
3
25
15
+2
2
AG OL D OL AG
66100 66066 66100 66066
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
24
65
+3
8
24
91
+9
3
7019
2655'
24
91
+9
3
25
14
+8
5
7020
2292'
25
14
+8
5
25
15
+7
3
1245
88'
24
65
+3
8
24
91
+9
3
7019
2655'
24
91
+9
3
25
14
+8
5
7020
2292'
25
14
+8
5
25
15
+7
3
1245
88'
2
46
5+
85
2
1°3
3'3
4" L
T
2
46
8+
71
C
EN
TE
RL
IN
E O
F D
IT
CH
2
47
7+
63
1
7°2
4'3
9" L
T
2
47
8+
23
1
7°2
4'3
9" L
T
2
47
9+
96
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
MO
-JJP
-0
04
2
47
9+
97
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
1+
93
P
RO
PE
RT
Y L
IN
E
2
49
1+
94
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
3+
79
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
7+
24
C
EN
TE
RL
IN
E O
F D
IT
CH
2
51
1+
93
C
EN
TE
RL
IN
E O
F D
IT
CH
2
51
4+
64
O
VE
RH
EA
D L
IN
E
2
51
4+
71
E
DG
E O
F P
AV
EM
EN
T
2
51
4+
82
C
EN
TE
RL
IN
E O
F W
EB
ER
L
AK
E R
OA
D
2
51
4+
85
P
RO
PE
RT
Y L
IN
E
2
51
4+
92
E
DG
E O
F P
AV
EM
EN
T
2
46
5+
85
2
1°3
3'3
4" L
T
2
46
8+
71
C
EN
TE
RL
IN
E O
F D
IT
CH
2
47
7+
63
1
7°2
4'3
9" L
T
2
47
8+
23
1
7°2
4'3
9" L
T
2
47
9+
96
C
EN
TE
RL
IN
E O
F S
TR
EA
M S
MO
-JJP
-0
04
2
47
9+
97
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
1+
93
P
RO
PE
RT
Y L
IN
E
2
49
1+
94
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
3+
79
C
EN
TE
RL
IN
E O
F D
IT
CH
2
49
7+
24
C
EN
TE
RL
IN
E O
F D
IT
CH
2
51
1+
93
C
EN
TE
RL
IN
E O
F D
IT
CH
2
51
4+
64
O
VE
RH
EA
D L
IN
E
2
51
4+
71
E
DG
E O
F P
AV
EM
EN
T
2
51
4+
82
C
EN
TE
RL
IN
E O
F W
EB
ER
L
AK
E R
OA
D
2
51
4+
85
P
RO
PE
RT
Y L
IN
E
2
51
4+
92
E
DG
E O
F P
AV
EM
EN
T
O
H
O
H
O
H
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.P
.
47.0R
N
M.P.
46.7
ST
LP
-A
-053
2465+
41
M.P.
47.6R
2515+
73
ST
LP
-A
-055
M.P.
46.7
ST
LP
-A
-053
2465+
38
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-0
04
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
WE
BE
R L
AK
E R
OA
D
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-0
04
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
WE
BE
R L
AK
E R
OA
D
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2466+00 2468+00 2470+00 2472+00 2474+00 2476+00 2478+00 2480+00 2482+00 2484+00 2486+00 2488+00 2490+00 2492+00 2494+00 2496+00 2498+00 2500+00 2502+00 2504+00 2506+00 2508+00 2510+00 2512+00 2514+00 2516+002466+00 2468+00 2470+00 2472+00 2474+00 2476+00 2478+00 2480+00 2482+00 2484+00 2486+00 2488+00 2490+00 2492+00 2494+00 2496+00 2498+00 2500+00 2502+00 2504+00 2506+00 2508+00 2510+00 2512+00 2514+00 2516+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
ILE
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT OT FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1
2
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
STLP-AR-006 ACCESS ROAD SITE PLAN -PAR-018
1" = 200' STLP-A-054 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2465+38 STA. 2515+73
4955'
80'
ST
A. 2
46
5+
38
ST
A. 2
51
5+
70
AutoCAD SHX Text
PORTAGE RD
AutoCAD SHX Text
SMO-JJP-004
AutoCAD SHX Text
WMO-JJP-008
AutoCAD SHX Text
SMO-JJP-003
AutoCAD SHX Text
WEBER LAKE RD
AutoCAD SHX Text
SMO-TMA-006
AutoCAD SHX Text
SMO-TMA-006
AutoCAD SHX Text
PAR-018 SEE DWG: STLP-AR-006
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SMO-JJP-002
AutoCAD SHX Text
SMO-JJP-030
AutoCAD SHX Text
WEBER LAKE RD SEE DWG: STLP-RDD-047
Page 5
1
5082'
25
65
+4
1
25
15
+7
3
AG F OW F AG OL AG OL AG
66066 64016 64024 64016 64024 64016 64024 66066 64024 66066 64016 66066
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
1
5082'
25
65
+4
1
25
15
+7
3
AG F OW F AG OL AG OL AG
66066 64016 64024 64016 64024 64016 64024 66066 64024 66066 64016 66066
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
25
15
+7
3
25
26
+7
5
1245
1102'
25
26
+7
5
25
34
+7
3
1289
798'
25
34
+7
3
25
48
+1
5
1339
1456'
25
48
+1
5
25
62
+8
6
1342
1471'
25
62
+8
6
25
64
+1
9
6894
133'
25
64
+1
9
25
65
+4
1
1256
122'
25
15
+7
3
25
26
+7
5
1245
1102'
25
26
+7
5
25
34
+7
3
1289
798'
25
34
+7
3
25
48
+1
5
1339
1456'
25
48
+1
5
25
62
+8
6
1342
1471'
25
62
+8
6
25
64
+1
9
6894
133'
25
64
+1
9
25
65
+4
1
1256
122'
2520+
94 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-JJP
-003
2522+
05 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-006
2522+
65 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-006
2526+
75 P
RO
PE
RT
Y LIN
E
2534+
73 P
RO
PE
RT
Y LIN
E
2538+
28 E
DG
E O
F G
RA
VE
L
2538+
34 C
EN
TE
RLIN
E O
F F
AR
M R
OA
D
2538+
40 E
DG
E O
F G
RA
VE
L
2538+
45 22°30'00" LT
2539+
05 22°30'00" LT
2540+
88 22°30'00" R
T
2540+
34 22°30'00" R
T
2548+
15 P
RO
PE
RT
Y LIN
E
2557+
34 E
DG
E O
F G
RA
VE
L
2557+
39 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2557+
46 E
DG
E O
F G
RA
VE
L
2557+
79 C
EN
TE
RLIN
E O
F D
IT
CH
2562+
74 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-JJP
-001
2562+
76 C
EN
TE
RLIN
E O
F D
IT
CH
2562+
86 P
RO
PE
RT
Y LIN
E
2564+
19 P
RO
PE
RT
Y LIN
E
2520+
94 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-JJP
-003
2522+
05 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-006
2522+
65 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-006
2526+
75 P
RO
PE
RT
Y LIN
E
2534+
73 P
RO
PE
RT
Y LIN
E
2538+
28 E
DG
E O
F G
RA
VE
L
2538+
34 C
EN
TE
RLIN
E O
F F
AR
M R
OA
D
2538+
40 E
DG
E O
F G
RA
VE
L
2538+
45 22°30'00" LT
2539+
05 22°30'00" LT
2540+
88 22°30'00" R
T
2540+
34 22°30'00" R
T
2548+
15 P
RO
PE
RT
Y LIN
E
2557+
34 E
DG
E O
F G
RA
VE
L
2557+
39 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2557+
46 E
DG
E O
F G
RA
VE
L
2557+
79 C
EN
TE
RLIN
E O
F D
IT
CH
2562+
74 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-JJP
-001
2562+
76 C
EN
TE
RLIN
E O
F D
IT
CH
2562+
86 P
RO
PE
RT
Y LIN
E
2564+
19 P
RO
PE
RT
Y LIN
E
X
X
OH
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
48.0R
Back
EQUATION
Ahead
Diff. = +114'
2540+32
2541+46
N
M.P.
47.6R
ST
LP
-A
-05
4
2515
+73
M.P.
48.6
2565
+41
ST
LP
-A
-05
6
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-003
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-006
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-006
CE
NT
ER
LIN
E O
F
FA
RM
R
OA
D
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-001
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-003
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-006
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-006
CE
NT
ER
LIN
E O
F
FA
RM
R
OA
D
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-JJP
-001
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2516+00 2518+00 2520+00 2522+00 2524+00 2526+00 2528+00 2530+00 2532+00 2534+00 2536+00 2538+00 2540+00 2542+00 2542+00 2544+00 2546+00 2548+00 2550+00 2552+00 2554+00 2556+00 2558+00 2560+00 2562+00 2564+00 2566+002516+00 2518+00 2520+00 2522+00 2524+00 2526+00 2528+00 2530+00 2532+00 2534+00 2536+00 2538+00 2540+00 2542+00 2542+00 2544+00 2546+00 2548+00 2550+00 2552+00 2554+00 2556+00 2558+00 2560+00 2562+00 2564+00 2566+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1 PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-055 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2515+73 STA. 2565+41
5082'
ST
A. 2515+
70
ST
A. 2565+
38
AutoCAD SHX Text
WMO-JJP-008
AutoCAD SHX Text
SMO-JJP-003
AutoCAD SHX Text
WEBER LAKE RD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SMO-TMA-006
AutoCAD SHX Text
SMO-TMA-006
AutoCAD SHX Text
WMO-TMA-011
AutoCAD SHX Text
SMO-TMA-010
AutoCAD SHX Text
SMO-JJP-001
AutoCAD SHX Text
SMO-JJP-001
AutoCAD SHX Text
WEBER LAKE RD SEE DWG: STLP-RDD-047
Page 6
1
2053'
25
85
+9
4
25
65
+4
1
2
80'
25
86
+7
4
25
85
+9
4
1
1996'
26
06
+7
0
25
86
+7
4
2
80'
26
07
+5
0
26
06
+7
0
1
842'
26
15
+9
2
26
07
+5
0
AG OL D OL AG
66066 64024 66066 66100 64016 66100 64016
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT
1
2053'
25
85
+9
4
25
65
+4
1
2
80'
25
86
+7
4
25
85
+9
4
1
1996'
26
06
+7
0
25
86
+7
4
2
80'
26
07
+5
0
26
06
+7
0
1
842'
26
15
+9
2
26
07
+5
0
AG OL D OL AG
66066 64024 66066 66100 64016 66100 64016
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT
25
65
+4
1
25
70
+2
2
1256
481'
MO-SC-314.000
SCHMIDT
25
70
+2
2
25
76
+1
9
1272
597'
MO-SC-316.000
KNOBBE FARMS
25
76
+1
9
25
80
+1
6
1294
397'
MO-SC-317.000
MACHENS
25
80
+1
6
25
86
+0
2
1302
586'
MO-SC-318.000
ROTHERMICH
25
86
+6
2
25
94
+5
1
1143
789'
MO-SC-319.000
KAMPMANN
25
94
+5
1
25
98
+5
0
915
399'
MO-SC-320.000
MACHENS
25
98
+5
0
26
06
+9
9
937
849'
MO-SC-321.000
MACHENS
26
07
+4
2
26
15
+9
2
1234
850'
MO-SC-323.000
MEYER AG
26
06
+9
9
26
07
+4
2
PAYNE ROAD
43'
25
86
+0
2
25
86
+6
2
STATE
HWY J
60'
25
65
+4
1
25
70
+2
2
1256
481'
MO-SC-314.000
SCHMIDT
25
70
+2
2
25
76
+1
9
1272
597'
MO-SC-316.000
KNOBBE FARMS
25
76
+1
9
25
80
+1
6
1294
397'
MO-SC-317.000
MACHENS
25
80
+1
6
25
86
+0
2
1302
586'
MO-SC-318.000
ROTHERMICH
25
86
+6
2
25
94
+5
1
1143
789'
MO-SC-319.000
KAMPMANN
25
94
+5
1
25
98
+5
0
915
399'
MO-SC-320.000
MACHENS
25
98
+5
0
26
06
+9
9
937
849'
MO-SC-321.000
MACHENS
26
07
+4
2
26
15
+9
2
1234
850'
MO-SC-323.000
MEYER AG
26
06
+9
9
26
07
+4
2
PAYNE ROAD
43'
25
86
+0
2
25
86
+6
2
STATE
HWY J
60'
2570+
22 P
RO
PE
RT
Y LIN
E
2576+
19 P
RO
PE
RT
Y LIN
E
2580+
16 P
RO
PE
RT
Y LIN
E
2586+
02 P
RO
PE
RT
Y LIN
E
2586+
12 O
VE
RH
EA
D LIN
E
2586+
16 C
EN
TE
RLIN
E O
F D
IT
CH
2586+
24 E
DG
E O
F P
AV
EM
EN
T
2586+
34 C
EN
TE
RLIN
E O
F S
TA
TE
H
WY
J
2586+
44 E
DG
E O
F P
AV
EM
EN
T
2586+
62 P
RO
PE
RT
Y LIN
E
2594+
51 P
RO
PE
RT
Y LIN
E
2598+
50 P
RO
PE
RT
Y LIN
E
2603+
06 15°51'58" R
T
2603+
66 20°03'54" R
T
2606+
09 19°55'58" LT
2606+
69 15°15'45" LT
2606+
99 P
RO
PE
RT
Y LIN
E
2607+
02 C
EN
TE
RLIN
E D
IT
CH
(N
O S
UR
VE
Y)
2607+
12 E
DG
E O
F P
AV
EM
EN
T (N
O S
UR
VE
Y)
2607+
22 C
EN
TE
RLIN
E O
F P
AY
NE
R
OA
D (N
O S
UR
VE
Y)
2607+
33 E
DG
E O
F P
AV
EM
EN
T (N
O S
UR
VE
Y)
2607+
40 C
EN
TE
RLIN
E D
IT
CH
(N
O S
UR
VE
Y)
2607+
42 P
RO
PE
RT
Y LIN
E
2606+
80 W
AT
ER
LIN
E
2586+
13 U
TILIT
Y P
OLE
32' LT
.
2570+
22 P
RO
PE
RT
Y LIN
E
2576+
19 P
RO
PE
RT
Y LIN
E
2580+
16 P
RO
PE
RT
Y LIN
E
2586+
02 P
RO
PE
RT
Y LIN
E
2586+
12 O
VE
RH
EA
D LIN
E
2586+
16 C
EN
TE
RLIN
E O
F D
IT
CH
2586+
24 E
DG
E O
F P
AV
EM
EN
T
2586+
34 C
EN
TE
RLIN
E O
F S
TA
TE
H
WY
J
2586+
44 E
DG
E O
F P
AV
EM
EN
T
2586+
62 P
RO
PE
RT
Y LIN
E
2594+
51 P
RO
PE
RT
Y LIN
E
2598+
50 P
RO
PE
RT
Y LIN
E
2603+
06 15°51'58" R
T
2603+
66 20°03'54" R
T
2606+
09 19°55'58" LT
2606+
69 15°15'45" LT
2606+
99 P
RO
PE
RT
Y LIN
E
2607+
02 C
EN
TE
RLIN
E D
IT
CH
(N
O S
UR
VE
Y)
2607+
12 E
DG
E O
F P
AV
EM
EN
T (N
O S
UR
VE
Y)
2607+
22 C
EN
TE
RLIN
E O
F P
AY
NE
R
OA
D (N
O S
UR
VE
Y)
2607+
33 E
DG
E O
F P
AV
EM
EN
T (N
O S
UR
VE
Y)
2607+
40 C
EN
TE
RLIN
E D
IT
CH
(N
O S
UR
VE
Y)
2607+
42 P
RO
PE
RT
Y LIN
E
2606+
80 W
AT
ER
LIN
E
2586+
13 U
TILIT
Y P
OLE
32' LT
.
OH
OH
W
W
PROPOSED 24-INCH
DIAMETER PIPELINE
PR
OP
OS
ED
24-IN
CH
DIA
M
ET
ER
PIP
EL
INE
M.P.
49.0
20
N
M.P.
48.6
ST
LP
-A
-05
5
2565
+41
M.P.
49.5R2
2615
+92
ST
LP
-A
-05
7
EXISTING GRADE
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
ST
AT
E H
WY
J
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
09
CE
NT
ER
LIN
E O
F
PA
YN
E R
OA
D (N
O S
UR
VE
Y)
OV
ER
HE
AD
LIN
E
WA
TE
R L
IN
E
EXISTING GRADE
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
ST
AT
E H
WY
J
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
09
CE
NT
ER
LIN
E O
F
PA
YN
E R
OA
D (N
O S
UR
VE
Y)
OV
ER
HE
AD
LIN
E
WA
TE
R L
IN
E
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2566+00 2568+00 2570+00 2572+00 2574+00 2576+00 2578+00 2580+00 2582+00 2584+00 2586+00 2588+00 2590+00 2592+00 2594+00 2596+00 2598+00 2600+00 2602+00 2604+00 2606+00 2608+00 2610+00 2612+00 2614+00 2616+002566+00 2568+00 2570+00 2572+00 2574+00 2576+00 2578+00 2580+00 2582+00 2584+00 2586+00 2588+00 2590+00 2592+00 2594+00 2596+00 2598+00 2600+00 2602+00 2604+00 2606+00 2608+00 2610+00 2612+00 2614+00 2616+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1
2
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
1" = 200' STLP-A-056 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2565+41 STA. 2615+92
4891'
160'
ST
A. 2565+
38
ST
A. 2615+
89
AutoCAD SHX Text
PAYNE RD
AutoCAD SHX Text
STATE HWY J
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SMO-JJP-001
AutoCAD SHX Text
WMO-JJP-012
AutoCAD SHX Text
SMO-TMA-009
AutoCAD SHX Text
SMO-CDK-005
AutoCAD SHX Text
SMO-JJP-001
Page 7
1
2414'
26
40
+0
6
26
15
+9
2
64016 66100
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
1
2414'
26
40
+0
6
26
15
+9
2
64016 66100
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
26
15
+9
2
26
27
+3
1
1234
1139'
MO-SC-323.000
MEYER AG
26
27
+3
1
26
40
+0
6
917
1275'
MO-SC-324.000
SAALE FARMS
26
15
+9
2
26
27
+3
1
1234
1139'
MO-SC-323.000
MEYER AG
26
27
+3
1
26
40
+0
6
917
1275'
MO-SC-324.000
SAALE FARMS
2627+
31 P
RO
PE
RT
Y LIN
E
2628+
53 20°44'30" R
T
2629+
13 21°12'46" R
T
2633+
18 21°12'46" LT
2633+
78 21°12'46" LT
2627+
33 E
DG
E O
F D
IR
T
2627+
33 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2627+
39 E
DG
E O
F D
IR
T
2636+
12 E
DG
E O
F D
IR
T
2636+
20 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2636+
27 E
DG
E O
F D
IR
T
2631+
24 E
ST
IM
AT
ED
M
ID
PO
IN
T O
F
O
VE
RH
EA
D T
RA
NS
MIS
SIO
N LIN
ES
2632+
54 E
ST
IM
AT
ED
M
ID
PO
IN
T O
F
OV
ER
HE
AD
T
RA
NS
MIS
SIO
N LIN
ES
2627+
36 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-012
2627+
48 E
XIT
W
ET
LA
ND
W
MO
-JJP
-012
2617+
70 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-009
2636+
48 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-022
2627+
31 P
RO
PE
RT
Y LIN
E
2628+
53 20°44'30" R
T
2629+
13 21°12'46" R
T
2633+
18 21°12'46" LT
2633+
78 21°12'46" LT
2627+
33 E
DG
E O
F D
IR
T
2627+
33 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2627+
39 E
DG
E O
F D
IR
T
2636+
12 E
DG
E O
F D
IR
T
2636+
20 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2636+
27 E
DG
E O
F D
IR
T
2631+
24 E
ST
IM
AT
ED
M
ID
PO
IN
T O
F
O
VE
RH
EA
D T
RA
NS
MIS
SIO
N LIN
ES
2632+
54 E
ST
IM
AT
ED
M
ID
PO
IN
T O
F
OV
ER
HE
AD
T
RA
NS
MIS
SIO
N LIN
ES
2627+
36 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-012
2627+
48 E
XIT
W
ET
LA
ND
W
MO
-JJP
-012
2617+
70 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-009
2636+
48 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-022
O
H
W
W
PR
OP
OS
ED
24-IN
CH
DIA
ME
TE
R P
IPE
LIN
E
PROPOSED 24-INCH
DIAMETER PIPELINE
P
R
O
P
O
S
E
D
2
4
-
I
N
C
H
D
I
A
M
E
T
E
R
P
I
P
E
L
I
N
E
5
M
.P
.
50.0
R2
B
a
c
k
E
Q
U
A
T
I
O
N
A
h
e
a
d
D
i
f
f
.
=
-
3
6
'
2
6
4
6
+
7
0
2
6
4
6
+
3
4
4
20
20
N
M.P.
49.5R2
ST
LP
-A
-05
6
2615
+92
M.P.
50.0R2
2640
+06
ST
LP
-A
-05
8
M
.P
.
5
0
.5
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-JJP
-0
12
EX
IT
W
ET
LA
ND
WM
O-JJP
-0
12
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
22
SM
O-T
MA
-0
09
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-JJP
-0
12
EX
IT
W
ET
LA
ND
WM
O-JJP
-0
12
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
22
SM
O-T
MA
-0
09
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2616+00 2618+00 2620+00 2622+00 2624+00 2626+00 2628+00 2630+00 2632+00 2634+00 2636+00 2638+00 2640+002616+00 2618+00 2620+00 2622+00 2624+00 2626+00 2628+00 2630+00 2632+00 2634+00 2636+00 2638+00 2640+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1 PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-057 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2615+92 STA. 2640+06
2414'
ST
A. 2615+
89
ST
A. 2640+
03
AutoCAD SHX Text
PAYNE RD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SEA SCOUT RD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-JJP-012
AutoCAD SHX Text
WMO-JJP-011
AutoCAD SHX Text
WMO-JJP-010
AutoCAD SHX Text
SMO-TMA-009
AutoCAD SHX Text
SMO-CDK-005
AutoCAD SHX Text
WMO-TMA-010
AutoCAD SHX Text
SMO-TMA-022
Page 8
1
2404'
26
64
+4
6
26
40
+0
6
2
80'
26
65
+2
6
26
64
+4
6
1
115'
26
66
+4
1
26
65
+2
6
AG W AG D AG
66100 64016 66100 66066 66100 64016 64024 66019
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT
26
40
+0
6
26
64
+6
1
917
2419'
MO-SC-324.000
SAALE FARMS
26
64
+8
6
26
66
+4
1
1109
155'
MO-SC-327.000
MACHENS
26
64
+6
1
26
64
+8
6
STATE
HWY 94
25'
2645+
76 20°55'44" R
T
2646+
72 20°55'44" R
T
2649+
70 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-010
2650+
38 E
XIT
W
ET
LA
ND
W
MO
-JJP
-010
2656+
84 26°46'12" R
T
2664+
58 W
AT
ER
LIN
E
2664+
61 P
RO
PE
RT
Y LIN
E
2664+
73 E
DG
E O
F P
AV
EM
EN
T
2664+
86 C
EN
TE
RLIN
E O
F S
TA
TE
H
WY
94
2664+
86 P
RO
PE
RT
Y LIN
E
2664+
99 E
DG
E O
F P
AV
EM
EN
T
2665+
08 C
EN
TE
RLIN
E O
F D
IT
CH
2665+
10 O
VE
RH
EA
D LIN
E
2665+
12 T
ELE
PH
ON
E LIN
E
2665+
92 34°23'50" LT
O
H
O
H
T
T
T
T
W
W
PROPOSED 24-INCH
DIAMETER PIPELINE
5
M
.
P
.
5
0
.
0
R
2
Back
EQUATION
Ahead
Diff. = -36'
2646+70
2646+34
4
2
0
N
M.P.
50.0R2
ST
LP
-A
-05
7
2640
+06
M.P.
50.5
2666
+41
ST
LP
-A
-05
9
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-JJP
-0
10
EX
IT
W
ET
LA
ND
WM
O-JJP
-0
10
WA
TE
R L
IN
E
CE
NT
ER
LIN
E O
F
ST
AT
E H
WY
9
4
OV
ER
HE
AD
L
IN
E
TE
LE
PH
ON
E L
IN
E
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2640+00 2642+00 2644+00 2646+00 2648+00 2650+00 2652+00 2654+00 2656+00 2658+00 2660+00 2662+00 2664+00 2666+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1
2
20
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
ELL, 24.000" OD X 0.375" WT, 3DR, WPHY70, FBE COATED
1" = 200' STLP-A-058 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2640+06 STA. 2666+41
2519'
80'
1
ST
A. 2640+
03
ST
A. 2666+
38
AutoCAD SHX Text
STATE HWY 94
AutoCAD SHX Text
SEA SCOUT RD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-JJP-012
AutoCAD SHX Text
WMO-JJP-011
AutoCAD SHX Text
WMO-JJP-010
AutoCAD SHX Text
WMO-CDK-009
AutoCAD SHX Text
SMO-TMA-009
AutoCAD SHX Text
WMO-TMA-010
AutoCAD SHX Text
SMO-TMA-022
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
Page 9
1
2850'
26
94
+9
1
26
66
+4
1
AG
66019
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
1
2850'
26
94
+9
1
26
66
+4
1
AG
66019
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
26
66
+4
1
26
69
+5
1
1109
310'
26
69
+5
1
26
91
+2
0
1064
2169'
26
91
+2
0
26
94
+9
1
1306
371'
26
66
+4
1
26
69
+5
1
1109
310'
26
69
+5
1
26
91
+2
0
1064
2169'
26
91
+2
0
26
94
+9
1
1306
371'
2666+
52 21°06'09" LT
2667+
12 21°06'09" LT
2669+
51 P
RO
PE
RT
Y LIN
E
2689+
40 6°36'21" LT
2691+
20 P
RO
PE
RT
Y LIN
E
2693+
80 10°12'45" R
T
2694+
40 23°34'11" R
T
2666+
52 21°06'09" LT
2667+
12 21°06'09" LT
2669+
51 P
RO
PE
RT
Y LIN
E
2689+
40 6°36'21" LT
2691+
20 P
RO
PE
RT
Y LIN
E
2693+
80 10°12'45" R
T
2694+
40 23°34'11" R
T
F
O
F
O
FO
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
T
T
T
T
W
W
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.P.
51.0
N
M.P.
50.5
ST
LP
-A
-05
8
2666
+41
M.P.
51.0
2694
+91
ST
LP
-A
-06
0
EXISTING GRADE
CE
NT
ER
LIN
E O
F
BP
G
AS
OLIN
E
PIP
ELIN
E
FIB
ER
O
PT
IC
LIN
E
EXISTING GRADE
CE
NT
ER
LIN
E O
F
BP
G
AS
OLIN
E
PIP
ELIN
E
FIB
ER
O
PT
IC
LIN
E
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2666+00 2668+00 2670+00 2672+00 2674+00 2676+00 2678+00 2680+00 2682+00 2684+00 2686+00 2688+00 2690+00 2692+00 2694+00 2696+002666+00 2668+00 2670+00 2672+00 2674+00 2676+00 2678+00 2680+00 2682+00 2684+00 2686+00 2688+00 2690+00 2692+00 2694+00 2696+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1 PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED STLP-RR-002 SITE-SPECIFIC RAIL ROAD CROSSING DETAIL
1" = 200' STLP-A-059 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2666+41 STA. 2694+91
2850'
ST
A. 2666+
38
ST
A. 2694+
88
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
DWIGGINS RD
AutoCAD SHX Text
STATE HWY 94
AutoCAD SHX Text
MACHENS RD
AutoCAD SHX Text
SEA SCOUT RD
AutoCAD SHX Text
STATE HWY 94
AutoCAD SHX Text
WMO-CDK-009
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
AMOCO GAS PIPELINE
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILWAY SEE DWG: STLP-RR-002
Page 10
1
139'
26
96
+3
0
26
94
+9
1
2
130'
26
97
+6
0
26
96
+3
0
1
966'
27
07
+2
6
26
97
+6
0
2
80'
27
08
+0
6
27
07
+2
6
1
2317'
27
31
+2
3
27
08
+0
6
2
259'
27
33
+8
2
27
31
+2
3
1
1109'
27
44
+9
1
27
33
+8
2
AG F D OL F AG D AG OL D AG
66019 66059
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72 0.6 0.72
7' MIN. 10' MIN. 7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT BORE OPEN CUT
1
139'
26
96
+3
0
26
94
+9
1
2
130'
26
97
+6
0
26
96
+3
0
1
966'
27
07
+2
6
26
97
+6
0
2
80'
27
08
+0
6
27
07
+2
6
1
2317'
27
31
+2
3
27
08
+0
6
2
259'
27
33
+8
2
27
31
+2
3
1
1109'
27
44
+9
1
27
33
+8
2
AG F D OL F AG D AG OL D AG
66019 66059
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72 0.6 0.72
7' MIN. 10' MIN. 7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT BORE OPEN CUT
26
94
+9
1
26
96
+5
5
1306
164'
26
97
+5
5
27
07
+6
7
1026
1012'
27
07
+6
7
27
22
+9
6
1065
1529'
27
22
+9
6
27
33
+0
1
1112
1005'
27
33
+0
1
27
44
+9
1
7025
1190'
BURLINGTON NORTHERN
& SANTA FE RAILROAD
100'
26
94
+9
1
26
96
+5
5
1306
164'
26
97
+5
5
27
07
+6
7
1026
1012'
27
07
+6
7
27
22
+9
6
1065
1529'
27
22
+9
6
27
33
+0
1
1112
1005'
27
33
+0
1
27
44
+9
1
7025
1190'
BURLINGTON NORTHERN
& SANTA FE RAILROAD
100'
2695+
00 23°34'11" R
T
2695+
60 23°34'11" R
T
2695+
63 C
EN
TE
RLIN
E O
F B
P G
AS
OLIN
E P
IP
ELIN
E
2696+
41 F
IB
ER
O
PT
IC
LIN
E
2696+
55 P
RO
PE
RT
Y LIN
E
2696+
94 C
EN
TE
RLIN
E O
F B
UR
LIN
GT
ON
N
OR
TH
ER
N
&
S
AN
TA
F
E R
AILR
OA
D (N
OT
S
UR
VE
YE
D)
2697+
55 P
RO
PE
RT
Y LIN
E
2697+
90 20°26'23" LT
2698+
50 20°26'23" LT
2699+
10 20°26'23" LT
2700+
49 4°36'54" R
T
2707+
45 O
VE
RH
EA
D LIN
E
2707+
54 E
DG
E O
F P
AV
EM
EN
T
2707+
66 C
EN
TE
RLIN
E O
F D
WIG
GIN
S R
OA
D
2707+
67 P
RO
PE
RT
Y LIN
E
2707+
70 O
VE
RH
EA
D LIN
E
2707+
78 E
DG
E O
F P
AV
EM
EN
T
2708+
75 O
VE
RH
EA
D LIN
E
2709+
62 O
VE
RH
EA
D LIN
E
2710+
19 O
VE
RH
EA
D LIN
E
2722+
96 P
RO
PE
RT
Y LIN
E
2724+
39 C
EN
TE
RLIN
E O
F S
PE
CT
RA
E
NE
RG
Y
P
ET
RO
LE
UM
P
IP
ELIN
E
2725+
34 C
EN
TE
RLIN
E O
F T
RA
NS
CA
NA
DA
H
IG
H P
RE
SS
UR
E
P
ET
RO
L P
IP
ELIN
E
2731+
34 C
EN
TE
RLIN
E O
F C
HE
RO
KE
E P
IP
ELIN
E
P
ET
RO
LE
UM
P
IP
ELIN
E
2732+
81 E
DG
E O
F P
AV
EM
EN
T
2733+
01 P
RO
PE
RT
Y LIN
E
2733+
06 C
EN
TE
RLIN
E O
F D
WIG
GIN
S R
OA
D
2733+
31 E
DG
E O
F P
AV
EM
EN
T
2733+
44 O
VE
RH
EA
D LIN
E
2738+
62 8°45'37" LT
2734+
25 U
TILIT
Y P
OLE
36' LT
.
2695+
00 23°34'11" R
T
2695+
60 23°34'11" R
T
2695+
63 C
EN
TE
RLIN
E O
F B
P G
AS
OLIN
E P
IP
ELIN
E
2696+
41 F
IB
ER
O
PT
IC
LIN
E
2696+
55 P
RO
PE
RT
Y LIN
E
2696+
94 C
EN
TE
RLIN
E O
F B
UR
LIN
GT
ON
N
OR
TH
ER
N
&
S
AN
TA
F
E R
AILR
OA
D (N
OT
S
UR
VE
YE
D)
2697+
55 P
RO
PE
RT
Y LIN
E
2697+
90 20°26'23" LT
2698+
50 20°26'23" LT
2699+
10 20°26'23" LT
2700+
49 4°36'54" R
T
2707+
45 O
VE
RH
EA
D LIN
E
2707+
54 E
DG
E O
F P
AV
EM
EN
T
2707+
66 C
EN
TE
RLIN
E O
F D
WIG
GIN
S R
OA
D
2707+
67 P
RO
PE
RT
Y LIN
E
2707+
70 O
VE
RH
EA
D LIN
E
2707+
78 E
DG
E O
F P
AV
EM
EN
T
2708+
75 O
VE
RH
EA
D LIN
E
2709+
62 O
VE
RH
EA
D LIN
E
2710+
19 O
VE
RH
EA
D LIN
E
2722+
96 P
RO
PE
RT
Y LIN
E
2724+
39 C
EN
TE
RLIN
E O
F S
PE
CT
RA
E
NE
RG
Y
P
ET
RO
LE
UM
P
IP
ELIN
E
2725+
34 C
EN
TE
RLIN
E O
F T
RA
NS
CA
NA
DA
H
IG
H P
RE
SS
UR
E
P
ET
RO
L P
IP
ELIN
E
2731+
34 C
EN
TE
RLIN
E O
F C
HE
RO
KE
E P
IP
ELIN
E
P
ET
RO
LE
UM
P
IP
ELIN
E
2732+
81 E
DG
E O
F P
AV
EM
EN
T
2733+
01 P
RO
PE
RT
Y LIN
E
2733+
06 C
EN
TE
RLIN
E O
F D
WIG
GIN
S R
OA
D
2733+
31 E
DG
E O
F P
AV
EM
EN
T
2733+
44 O
VE
RH
EA
D LIN
E
2738+
62 8°45'37" LT
2734+
25 U
TILIT
Y P
OLE
36' LT
.
X
X
X
F
O
F
O
F
O
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M
.
P
.
5
1
.
0
M
.P
.
5
2
.0
N
M.P.
51.0
ST
LP
-A
-05
9
2694
+91
M.P.
52.0
2744
+91
ST
LP
-A
-06
1
EXISTING GRADE
FIB
ER
O
PT
IC
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
DW
IG
GIN
S R
OA
D
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
SP
EC
TR
A E
NE
RG
Y
PE
TR
OL
EU
M
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
TR
AN
SC
AN
AD
A
HIG
H P
RE
SS
UR
E
PE
TR
OL
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F
CH
ER
OK
EE
P
IP
EL
IN
E
PE
TR
OL
EU
M P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F
DW
IG
GIN
S R
OA
D
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
05
CE
NT
ER
LIN
E O
F
BU
RL
IN
GT
ON
NO
RT
HE
RN
&
SA
NT
E F
E R
AIL
RO
AD
(N
O S
UR
VE
Y)
EXISTING GRADE
FIB
ER
O
PT
IC
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
DW
IG
GIN
S R
OA
D
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
SP
EC
TR
A E
NE
RG
Y
PE
TR
OL
EU
M
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
TR
AN
SC
AN
AD
A
HIG
H P
RE
SS
UR
E
PE
TR
OL
P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F
CH
ER
OK
EE
P
IP
EL
IN
E
PE
TR
OL
EU
M P
IP
EL
IN
E
CE
NT
ER
LIN
E O
F
DW
IG
GIN
S R
OA
D
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-0
05
CE
NT
ER
LIN
E O
F
BU
RL
IN
GT
ON
NO
RT
HE
RN
&
SA
NT
E F
E R
AIL
RO
AD
(N
O S
UR
VE
Y)
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2694+00 2696+00 2698+00 2700+00 2702+00 2704+00 2706+00 2708+00 2710+00 2712+00 2714+00 2716+00 2718+00 2720+00 2722+00 2724+00 2726+00 2728+00 2730+00 2732+00 2734+00 2736+00 2738+00 2740+00 2742+00 2744+00 2746+002694+00 2696+00 2698+00 2700+00 2702+00 2704+00 2706+00 2708+00 2710+00 2712+00 2714+00 2716+00 2718+00 2720+00 2722+00 2724+00 2726+00 2728+00 2730+00 2732+00 2734+00 2736+00 2738+00 2740+00 2742+00 2744+00 2746+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DP
GH
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1
2
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
STLP-RR-002 SITE-SPECIFIC RAILROAD CROSSING DETAIL
1" = 200' STLP-A-060 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2694+91 STA. 2744+91
4531'
469'
ST
A. 2694+
88
ST
A. 2744+
88
AutoCAD SHX Text
SMO-TMA-004
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
DWIGGINS RD
AutoCAD SHX Text
DWIGGINS RD
AutoCAD SHX Text
DWIGGINS RD
AutoCAD SHX Text
SMO-TMA-005
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
AMOCO GAS PIPELINE
AutoCAD SHX Text
SPECTRA ENERGY PETROLEUM PIPELINE
AutoCAD SHX Text
TRANSCANADA HIGH PRESSURE PETROLEUM PIPELINE
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILWAY SEE DWG: STLP-RR-002
AutoCAD SHX Text
CHEROKEE PETROLEUM PIPELINE
Page 11
1
4993'
27
94
+8
4
27
44
+9
1
AG OL AG OL AG
66059 66019 66059 66110
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
(FLUMED)
OPEN CUT OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
1
4993'
27
94
+8
4
27
44
+9
1
AG OL AG OL AG
66059 66019 66059 66110
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
(FLUMED)
OPEN CUT OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
27
44
+9
1
27
59
+7
4
7025
1483'
27
59
+7
4
27
94
+8
4
1029
3510'
27
44
+9
1
27
59
+7
4
7025
1483'
27
59
+7
4
27
94
+8
4
1029
3510'
2745+
46 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-005
2745+
48 C
EN
TE
RLIN
E O
F D
IT
CH
2753+
44 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-004
2753+
64 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-003
2756+
97 17°21'15" LT
2758+
95 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-002
2759+
74 P
RO
PE
RT
Y LIN
E
2759+
77 E
DG
E O
F G
RA
VE
L
2759+
84 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2759+
91 E
DG
E O
F G
RA
VE
L
2759+
93 C
EN
TE
RLIN
E O
F A
TT
C
AB
LE
LIN
E
2759+
98 O
VE
RH
EA
D LIN
E
2769+
32 24°30'48" R
T
2760+
04 U
TILIT
Y P
OLE
161' LT
.
2745+
46 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-005
2745+
48 C
EN
TE
RLIN
E O
F D
IT
CH
2753+
44 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-004
2753+
64 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-003
2756+
97 17°21'15" LT
2758+
95 C
EN
TE
RLIN
E O
F S
TR
EA
M S
MO
-T
MA
-002
2759+
74 P
RO
PE
RT
Y LIN
E
2759+
77 E
DG
E O
F G
RA
VE
L
2759+
84 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2759+
91 E
DG
E O
F G
RA
VE
L
2759+
93 C
EN
TE
RLIN
E O
F A
TT
C
AB
LE
LIN
E
2759+
98 O
VE
RH
EA
D LIN
E
2769+
32 24°30'48" R
T
2760+
04 U
TILIT
Y P
OLE
161' LT
.
O
H
O
H
O
H
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
52.0M
.P
.
53.0
R2
N
M.P.
52.0
ST
LP
-A
-06
0
2744
+91
M.P.
52.9R2
2794
+84
ST
LP
-A
-06
2
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-004
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-003
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-002
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
AT
T C
AB
LE
LIN
E
OV
ER
HE
AD
LIN
E
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-004
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-003
CE
NT
ER
LIN
E O
F
ST
RE
AM
SM
O-T
MA
-002
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
AT
T C
AB
LE
LIN
E
OV
ER
HE
AD
LIN
E
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2744+00 2746+00 2748+00 2750+00 2752+00 2754+00 2756+00 2758+00 2760+00 2762+00 2764+00 2766+00 2768+00 2770+00 2772+00 2774+00 2776+00 2778+00 2780+00 2782+00 2784+00 2786+00 2788+00 2790+00 2792+00 2794+00 2796+002744+00 2746+00 2748+00 2750+00 2752+00 2754+00 2756+00 2758+00 2760+00 2762+00 2764+00 2766+00 2768+00 2770+00 2772+00 2774+00 2776+00 2778+00 2780+00 2782+00 2784+00 2786+00 2788+00 2790+00 2792+00 2794+00 2796+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
DP
DP
RJR
EB
WH
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
1 PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-061 5
D.G.G.
J.E.W.
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2744+91 STA. 2794+84
4993'
ST
A. 2744+
88
ST
A. 2794+
81
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SAALE RD
AutoCAD SHX Text
SMO-TMA-004
AutoCAD SHX Text
SMO-TMA-003
AutoCAD SHX Text
SMO-TMA-002
AutoCAD SHX Text
DWIGGINS RD
AutoCAD SHX Text
SMO-TMA-005
AutoCAD SHX Text
WMO-TMA-009
Page 12
CLASS I / 1440 PSIG
1
545'
28
00
+2
9
27
94
+8
4
2
80'
28
01
+0
9
28
00
+2
9
1
4375'
28
44
+8
4
28
01
+0
9
AG OL D OL AG
66110
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT
CLASS I / 1440 PSIG
1
545'
28
00
+2
9
27
94
+8
4
2
80'
28
01
+0
9
28
00
+2
9
1
4375'
28
44
+8
4
28
01
+0
9
AG OL D OL AG
66110
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT
27
94
+8
4
28
00
+7
0
1029
586'
28
00
+7
0
28
04
+7
9
943
409'
28
04
+7
9
28
24
+4
9
1041
1970'
28
24
+4
9
28
29
+8
8
1308
539'
28
29
+8
8
28
34
+5
4
7030
466'
28
34
+5
4
28
44
+8
4
991
1030'
27
94
+8
4
28
00
+7
0
1029
586'
28
00
+7
0
28
04
+7
9
943
409'
28
04
+7
9
28
24
+4
9
1041
1970'
28
24
+4
9
28
29
+8
8
1308
539'
28
29
+8
8
28
34
+5
4
7030
466'
28
34
+5
4
28
44
+8
4
991
1030'
2800+
43 C
EN
TE
RLIN
E O
F D
IT
CH
2800+
58 E
DG
E O
F P
AV
EM
EN
T
2800+
70 C
EN
TE
RLIN
E O
F S
AA
LE
R
OA
D
2800+
70 P
RO
PE
RT
Y LIN
E
2800+
81 E
DG
E O
F P
AV
EM
EN
T
2800+
87 O
VE
RH
EA
D LIN
E
2800+
89 O
VE
RH
EA
D LIN
E
2801+
00 C
EN
TE
RLIN
E O
F D
IT
CH
2804+
79 P
RO
PE
RT
Y LIN
E
2817+
20 C
EN
TE
RLIN
E O
F D
IT
CH
2824+
49 P
RO
PE
RT
Y LIN
E
2829+
88 P
RO
PE
RT
Y LIN
E
2834+
54 P
RO
PE
RT
Y LIN
E
2800+
43 C
EN
TE
RLIN
E O
F D
IT
CH
2800+
58 E
DG
E O
F P
AV
EM
EN
T
2800+
70 C
EN
TE
RLIN
E O
F S
AA
LE
R
OA
D
2800+
70 P
RO
PE
RT
Y LIN
E
2800+
81 E
DG
E O
F P
AV
EM
EN
T
2800+
87 O
VE
RH
EA
D LIN
E
2800+
89 O
VE
RH
EA
D LIN
E
2801+
00 C
EN
TE
RLIN
E O
F D
IT
CH
2804+
79 P
RO
PE
RT
Y LIN
E
2817+
20 C
EN
TE
RLIN
E O
F D
IT
CH
2824+
49 P
RO
PE
RT
Y LIN
E
2829+
88 P
RO
PE
RT
Y LIN
E
2834+
54 P
RO
PE
RT
Y LIN
E
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
53.0R2
M.P.
54.0R2
N
M.P.
52.9R2
ST
LP
-A
-06
1
2794
+84
M.P.
53.9R2
2844
+84
ST
LP
-A
-06
3
EXISTING GRADE
CE
NT
ER
LIN
E O
F
SA
AL
E R
OA
D
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
EN
TE
R W
ET
LA
ND
EXISTING GRADE
CE
NT
ER
LIN
E O
F
SA
AL
E R
OA
D
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
EN
TE
R W
ET
LA
ND
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2794+00 2796+00 2798+00 2800+00 2802+00 2804+00 2806+00 2808+00 2810+00 2812+00 2814+00 2816+00 2818+00 2820+00 2822+00 2824+00 2826+00 2828+00 2830+00 2832+00 2834+00 2836+00 2838+00 2840+00 2842+00 2844+00 2846+002794+00 2796+00 2798+00 2800+00 2802+00 2804+00 2806+00 2808+00 2810+00 2812+00 2814+00 2816+00 2818+00 2820+00 2822+00 2824+00 2826+00 2828+00 2830+00 2832+00 2834+00 2836+00 2838+00 2840+00 2842+00 2844+00 2846+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
DP
KAM
DP
RJR
EB
WH
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
1
2
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
1" = 200' STLP-A-062 5
D.G.G.
J.E.W.
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2794+84 STA. 2844+84
4920'
80'
ST
A. 2794+
81
ST
A. 2844+
81
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-JJP-007
AutoCAD SHX Text
SAALE RD
AutoCAD SHX Text
EXISTING KOCE OIL PIPELINE
AutoCAD SHX Text
EXISTING NUSTAR AMMONIA PIPELINE
AutoCAD SHX Text
WMO-JJP-007
AutoCAD SHX Text
EXISTING EXPLORER PIPELINE
Page 13
1
3229'
28
77
+2
6
28
44
+8
4
2
216'
28
79
+4
2
28
77
+2
6
3
1545'
28
94
+8
7
28
79
+4
2
AG W AG OL D AG OW AG W AG
66110 66019 66110 66019
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT
1
3229'
28
77
+2
6
28
44
+8
4
2
216'
28
79
+4
2
28
77
+2
6
3
1545'
28
94
+8
7
28
79
+4
2
AG W AG OL D AG OW AG W AG
66110 66019 66110 66019
CLASS I / 1440 PSIG
0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT
28
44
+8
4
28
47
+8
1
991
297'
28
47
+8
1
28
58
+4
1
1217
1060'
28
58
+4
1
28
78
+0
5
1042
1951'
28
78
+0
5
28
87
+7
4
1043
969'
28
87
+7
4
28
94
+8
7
1082
713'
28
44
+8
4
28
47
+8
1
991
297'
28
47
+8
1
28
58
+4
1
1217
1060'
28
58
+4
1
28
78
+0
5
1042
1951'
28
78
+0
5
28
87
+7
4
1043
969'
28
87
+7
4
28
94
+8
7
1082
713'
2846+
70 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-007
2847+
81 E
XIT
W
ET
LA
ND
W
MO
-JJP
-007
2847+
81 P
RO
PE
RT
Y LIN
E
2851+
91 C
EN
TE
RLIN
E O
F E
XP
LO
RE
R P
IP
ELIN
E
2852+
54 C
EN
TE
RLIN
E O
F K
OC
E O
IL P
IP
ELIN
E
2852+
94 C
EN
TE
RLIN
E O
F N
US
TA
R A
MM
ON
IA
P
IP
ELIN
E
2858+
35 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2858+
41 P
RO
PE
RT
Y LIN
E
2875+
93 27°05'07" R
T
2877+
55 E
DG
E O
F P
AV
EM
EN
T
2877+
67 C
EN
TE
RLIN
E O
F S
AA
LE
R
OA
D
2877+
79 E
DG
E O
F P
AV
EM
EN
T
2877+
85 O
VE
RH
EA
D LIN
E
2878+
05 P
RO
PE
RT
Y LIN
E
2878+
08 E
DG
E O
F G
RA
VE
L
2878+
19 C
EN
TE
RLIN
E O
F G
RA
VE
L R
OA
D
2878+
30 E
DG
E O
F G
RA
VE
L
2878+
59 E
DG
E O
F P
ON
D P
MO
-T
MA
-001
2879+
32 E
DG
E O
F P
ON
D P
MO
-T
MA
-001
2880+
10 19°28'01" LT
2880+
70 18°57'29" LT
2887+
74 P
RO
PE
RT
Y LIN
E
2889+
79 11°20'18" R
T
2892+
08 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-006
2894+
51 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-006
2877+
50 S
IG
N 25' LT
.
2877+
52 U
TILIT
Y P
OLE
10' LT
.
2877+
76 S
IG
N 14' R
T.
2877+
77 U
TILIT
Y P
OLE
12' R
T.
2846+
70 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-007
2847+
81 E
XIT
W
ET
LA
ND
W
MO
-JJP
-007
2847+
81 P
RO
PE
RT
Y LIN
E
2851+
91 C
EN
TE
RLIN
E O
F E
XP
LO
RE
R P
IP
ELIN
E
2852+
54 C
EN
TE
RLIN
E O
F K
OC
E O
IL P
IP
ELIN
E
2852+
94 C
EN
TE
RLIN
E O
F N
US
TA
R A
MM
ON
IA
P
IP
ELIN
E
2858+
35 C
EN
TE
RLIN
E O
F F
IE
LD
R
OA
D
2858+
41 P
RO
PE
RT
Y LIN
E
2875+
93 27°05'07" R
T
2877+
55 E
DG
E O
F P
AV
EM
EN
T
2877+
67 C
EN
TE
RLIN
E O
F S
AA
LE
R
OA
D
2877+
79 E
DG
E O
F P
AV
EM
EN
T
2877+
85 O
VE
RH
EA
D LIN
E
2878+
05 P
RO
PE
RT
Y LIN
E
2878+
08 E
DG
E O
F G
RA
VE
L
2878+
19 C
EN
TE
RLIN
E O
F G
RA
VE
L R
OA
D
2878+
30 E
DG
E O
F G
RA
VE
L
2878+
59 E
DG
E O
F P
ON
D P
MO
-T
MA
-001
2879+
32 E
DG
E O
F P
ON
D P
MO
-T
MA
-001
2880+
10 19°28'01" LT
2880+
70 18°57'29" LT
2887+
74 P
RO
PE
RT
Y LIN
E
2889+
79 11°20'18" R
T
2892+
08 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-006
2894+
51 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-006
2877+
50 S
IG
N 25' LT
.
2877+
52 U
TILIT
Y P
OLE
10' LT
.
2877+
76 S
IG
N 14' R
T.
2877+
77 U
TILIT
Y P
OLE
12' R
T.
E
E
F
O
O
H
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
54.0R2
M.P.
55.0R2
Back
EQUATION
Ahead
Diff. = -13'
2875+92
2875+79
N
M.P.
53.9R2
ST
LP
-A
-06
2
2844
+84
M.P.
54.8R2
2894
+87
ST
LP
-A
-06
4
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-JJP
-0
07
EX
IT
W
ET
LA
ND
WM
O-JJP
-0
07
CE
NT
ER
LIN
E O
F
EX
PL
OR
ER
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
KO
CE
O
IL
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
NU
ST
AR
A
MM
ON
IA
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
SA
AL
E R
OA
D
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
GR
AV
EL
R
OA
D
ED
GE
O
F P
ON
D
PM
O-T
MA
-0
01
ED
GE
O
F P
ON
D
PM
O-T
MA
-0
01
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
06
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
06
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-JJP
-0
07
EX
IT
W
ET
LA
ND
WM
O-JJP
-0
07
CE
NT
ER
LIN
E O
F
EX
PL
OR
ER
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
KO
CE
O
IL
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
NU
ST
AR
A
MM
ON
IA
PIP
EL
IN
E
CE
NT
ER
LIN
E O
F
FIE
LD
R
OA
D
CE
NT
ER
LIN
E O
F
SA
AL
E R
OA
D
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
GR
AV
EL
R
OA
D
ED
GE
O
F P
ON
D
PM
O-T
MA
-0
01
ED
GE
O
F P
ON
D
PM
O-T
MA
-0
01
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
06
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
06
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2844+00 2846+00 2848+00 2850+00 2852+00 2854+00 2856+00 2858+00 2860+00 2862+00 2864+00 2866+00 2868+00 2870+00 2872+00 2874+00 2876+002876+00 2878+00 2880+00 2882+00 2884+00 2886+00 2888+00 2890+00 2892+00 2894+00 2896+002844+00 2846+00 2848+00 2850+00 2852+00 2854+00 2856+00 2858+00 2860+00 2862+00 2864+00 2866+00 2868+00 2870+00 2872+00 2874+00 2876+002876+00 2878+00 2880+00 2882+00 2884+00 2886+00 2888+00 2890+00 2892+00 2894+00 2896+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
DP
KAM
DP
RJR
EB
WH
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
1
2
3
PIPE, 24.000" OD X 0.375" WT, API-5L, X70, DSAW, FBE COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-063 5
D.G.G.
J.E.W.
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2844+84 STA. 2894+87
3229'
216'
1545'
ST
A. 2844+
81
ST
A. 2894+
85
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
SAALE ROAD
AutoCAD SHX Text
FELTES ROAD
AutoCAD SHX Text
WMO-JJP-004
AutoCAD SHX Text
WMO-JJP-007
AutoCAD SHX Text
WMO-TMA-007
AutoCAD SHX Text
EXISTING KOCE OIL PIPELINE
AutoCAD SHX Text
EXISTING NUSTAR AMMONIA PIPELINE
AutoCAD SHX Text
WMO-TMA-006
AutoCAD SHX Text
SAALE ROAD
AutoCAD SHX Text
WMO-JJP-007
AutoCAD SHX Text
PMO-TMA-001
AutoCAD SHX Text
EXISTING EXPLORER PIPELINE
AutoCAD SHX Text
WMO-JJP-131
Page 14
3
5000'
29
44
+8
7
28
94
+8
7
AG W
66019 66110 13598 66110
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
3
5000'
29
44
+8
7
28
94
+8
7
AG W
66019 66110 13598 66110
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
28
94
+8
7
28
96
+9
7
1082
210'
28
96
+9
7
29
10
+4
5
1195
1348'
29
10
+4
5
29
15
+4
8
857
503'
29
15
+4
8
29
38
+0
0
7024
2252'
29
38
+0
0
29
44
+8
7
769
687'
28
94
+8
7
28
96
+9
7
1082
210'
28
96
+9
7
29
10
+4
5
1195
1348'
29
10
+4
5
29
15
+4
8
857
503'
29
15
+4
8
29
38
+0
0
7024
2252'
29
38
+0
0
29
44
+8
7
769
687'
2896+
97 P
RO
PE
RT
Y LIN
E
2910+
45 P
RO
PE
RT
Y LIN
E
2915+
48 P
RO
PE
RT
Y LIN
E
2938+
00 P
RO
PE
RT
Y LIN
E
2941+
71 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
2942+
78 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2942+
78 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005
2944+
47 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005
2944+
47 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
2896+
97 P
RO
PE
RT
Y LIN
E
2910+
45 P
RO
PE
RT
Y LIN
E
2915+
48 P
RO
PE
RT
Y LIN
E
2938+
00 P
RO
PE
RT
Y LIN
E
2941+
71 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
2942+
78 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2942+
78 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005
2944+
47 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005
2944+
47 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
55.0R2
N
M.P.
54.8R2
ST
LP
-A
-06
3
2894
+87
M.P.
55.8R2
2944
+87
ST
LP
-A
-06
5
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
A
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
A
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
EX
IT
W
ET
LA
ND
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
A
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
05
A
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
05
EX
IT
W
ET
LA
ND
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2894+00 2896+00 2898+00 2900+00 2902+00 2904+00 2906+00 2908+00 2910+00 2912+00 2914+00 2916+00 2918+00 2920+00 2922+00 2924+00 2926+00 2928+00 2930+00 2932+00 2934+00 2936+00 2938+00 2940+00 2942+00 2944+00 2946+002894+00 2896+00 2898+00 2900+00 2902+00 2904+00 2906+00 2908+00 2910+00 2912+00 2914+00 2916+00 2918+00 2920+00 2922+00 2924+00 2926+00 2928+00 2930+00 2932+00 2934+00 2936+00 2938+00 2940+00 2942+00 2944+00 2946+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
WH
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
03/2017
03/2017
1" = 200'
1" = 200'
1" = 200'
3 PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-064 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2894+87 STA. 2944+87
5000'
ST
A. 2894+
85
ST
A. 2944+
85
AutoCAD SHX Text
WMO-TMA-007
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-TMA-006
AutoCAD SHX Text
WMO-JJP-003
AutoCAD SHX Text
WMO-TMA-005
AutoCAD SHX Text
WMO-TMA-005A
AutoCAD SHX Text
WMO-TMA-005
AutoCAD SHX Text
WMO-TMA-005A
AutoCAD SHX Text
SAALE ROAD
AutoCAD SHX Text
WMO-TMA-005A
Page 15
3
3284'
29
77
+7
1
29
44
+8
7
W AG
66110 13598 66019
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
3
3284'
29
77
+7
1
29
44
+8
7
W AG
66110 13598 66019
CLASS I / 1440 PSIG
0.72
7' MIN.
OPEN CUT
29
44
+8
7
29
77
+7
1
769
3284'
29
44
+8
7
29
77
+7
1
769
3284'
2945+
46 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2945+
46 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005
2946+
72 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005
2946+
72 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
2947+
00 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2977+
38 22°55'40" R
T
2945+
46 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2945+
46 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005
2946+
72 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005
2946+
72 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-005A
2947+
00 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-005A
2977+
38 22°55'40" R
T
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
56.0R2
B
a
c
k
E
Q
U
A
T
I
O
N
A
h
e
a
d
D
iff. =
-
2
2
'
2
9
7
8
+
7
8
2
9
7
8
+
5
6
N
M.P.
55.8R2
ST
LP
-A
-06
4
2944
+87
M.P.
56.4R2
2977
+71
ST
LP
-A
-06
6
EXISTING GRADE
EX
IT
W
ET
LA
ND
WM
O-T
MA
-005
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-005A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-005A
EXISTING GRADE
EX
IT
W
ET
LA
ND
WM
O-T
MA
-005
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-005A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-005A
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2944+00 2946+00 2948+00 2950+00 2952+00 2954+00 2956+00 2958+00 2960+00 2962+00 2964+00 2966+00 2968+00 2970+00 2972+00 2974+00 2976+00 2978+002944+00 2946+00 2948+00 2950+00 2952+00 2954+00 2956+00 2958+00 2960+00 2962+00 2964+00 2966+00 2968+00 2970+00 2972+00 2974+00 2976+00 2978+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
WH
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
04/2017
04/2017
1" = 200'
1" = 200'
1" = 200'
3 PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
1" = 200' STLP-A-065 5
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2944+87 STA. 2977+71
3284'
ST
A. 2944+
85
ST
A. 2977+
69
AutoCAD SHX Text
BURLINGTON NORTHERN & SANTA FE RAILROAD
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-JJP-003
AutoCAD SHX Text
WMO-TMA-005
AutoCAD SHX Text
WMO-TMA-005A
AutoCAD SHX Text
WMO-TMA-005
AutoCAD SHX Text
WMO-TMA-005A
AutoCAD SHX Text
WMO-JJP-002
AutoCAD SHX Text
BRADSHAW RD
AutoCAD SHX Text
WMO-TMA-005A
Page 16
3
868'
29
86
+6
1
29
77
+7
1
2
80'
29
87
+4
1
29
86
+6
1
3
3880'
30
26
+2
1
29
87
+4
1
2
80'
30
27
+0
1
30
26
+2
1
3
90'
30
27
+9
1
30
27
+0
1
AG D AG W AG W AG D AG
66019 36023 66019 36023 66059 66019 66059 66019 66059 66019 66059 66019 66059 66019 66059 66019 66059
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT
3
868'
29
86
+6
1
29
77
+7
1
2
80'
29
87
+4
1
29
86
+6
1
3
3880'
30
26
+2
1
29
87
+4
1
2
80'
30
27
+0
1
30
26
+2
1
3
90'
30
27
+9
1
30
27
+0
1
AG D AG W AG W AG D AG
66019 36023 66019 36023 66059 66019 66059 66019 66059 66019 66059 66019 66059 66019 66059 66019 66059
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
7' MIN.
OPEN CUT BORE OPEN CUT BORE OPEN CUT
29
77
+7
1
29
82
+0
6
769
413'
29
82
+0
6
30
06
+7
5
817
2469'
30
06
+7
5
30
26
+4
9
1366
1974'
30
26
+8
3
30
27
+9
1
1352
108'
30
26
+4
9
30
26
+8
3
MINTERT
ROAD
34'
29
77
+7
1
29
82
+0
6
769
413'
29
82
+0
6
30
06
+7
5
817
2469'
30
06
+7
5
30
26
+4
9
1366
1974'
30
26
+8
3
30
27
+9
1
1352
108'
30
26
+4
9
30
26
+8
3
MINTERT
ROAD
34'
2977+
98 22°55'40" R
T
2978+
80 22°55'40" R
T
2982+
06 P
RO
PE
RT
Y LIN
E
2984+
84 C
EN
TE
RLIN
E O
F C
HE
RO
KE
E P
IP
ELIN
E
2986+
86 O
VE
RH
EA
D LIN
E
2986+
92 E
DG
E O
F P
AV
EM
EN
T
2987+
01 C
EN
TE
RLIN
E O
F B
RA
DS
HA
W R
OA
D
2987+
11 E
DG
E O
F P
AV
EM
EN
T
2993+
22 C
EN
TE
RLIN
E O
F E
NB
RID
GE
P
IP
ELIN
E
2996+
59 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-005
2997+
21 E
XIT
W
ET
LA
ND
W
MO
-JJP
-005
3006+
75 P
RO
PE
RT
Y LIN
E
3021+
14 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-004
3021+
53 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-004
3026+
49 T
ELE
PH
ON
E LIN
E
3026+
49 P
RO
PE
RT
Y LIN
E
3026+
50 F
IB
ER
O
PT
IC
LIN
E
3026+
50 O
VE
RH
EA
D LIN
E
3026+
53 E
DG
E O
F P
AV
EM
EN
T
3026+
62 C
EN
TE
RLIN
E O
F M
IN
TE
RT
R
OA
D
3026+
71 E
DG
E O
F P
AV
EM
EN
T
3026+
83 P
RO
PE
RT
Y LIN
E
3026+
53 U
TILIT
Y P
OLE
54' R
T.
2977+
98 22°55'40" R
T
2978+
80 22°55'40" R
T
2982+
06 P
RO
PE
RT
Y LIN
E
2984+
84 C
EN
TE
RLIN
E O
F C
HE
RO
KE
E P
IP
ELIN
E
2986+
86 O
VE
RH
EA
D LIN
E
2986+
92 E
DG
E O
F P
AV
EM
EN
T
2987+
01 C
EN
TE
RLIN
E O
F B
RA
DS
HA
W R
OA
D
2987+
11 E
DG
E O
F P
AV
EM
EN
T
2993+
22 C
EN
TE
RLIN
E O
F E
NB
RID
GE
P
IP
ELIN
E
2996+
59 E
NT
ER
W
ET
LA
ND
W
MO
-JJP
-005
2997+
21 E
XIT
W
ET
LA
ND
W
MO
-JJP
-005
3006+
75 P
RO
PE
RT
Y LIN
E
3021+
14 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-004
3021+
53 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-004
3026+
49 T
ELE
PH
ON
E LIN
E
3026+
49 P
RO
PE
RT
Y LIN
E
3026+
50 F
IB
ER
O
PT
IC
LIN
E
3026+
50 O
VE
RH
EA
D LIN
E
3026+
53 E
DG
E O
F P
AV
EM
EN
T
3026+
62 C
EN
TE
RLIN
E O
F M
IN
TE
RT
R
OA
D
3026+
71 E
DG
E O
F P
AV
EM
EN
T
3026+
83 P
RO
PE
RT
Y LIN
E
3026+
53 U
TILIT
Y P
OLE
54' R
T.
FO
OH
OH
OH
OH
OH
TT
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P.
57.0
Back
EQUATION
Ahead
Diff. = -22'
2978+78
2978+56
N
N
M.P.
56.4R2
ST
LP
-A
-065
2977+
71
M.P.
57.3
3027+
91
ST
LP
-A
-067
M
.P
.
5
7
.3
S
T
L
P
-
A
-
0
6
6
3
0
2
7
+
9
1
EXISTING GRADE
CE
NT
ER
LIN
E O
F
CH
ER
OK
EE
PIP
ELIN
E
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
BR
AD
SH
AW
R
OA
D
CE
NT
ER
LIN
E O
F
EN
BR
ID
GE
PIP
ELIN
E
EN
TE
R W
ET
LA
ND
WM
O-JJP
-005
EX
IT
W
ET
LA
ND
WM
O-JJP
-005
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-004
EX
IT
W
ET
LA
ND
WM
O-T
MA
-004
TE
LE
PH
ON
E LIN
E
FIB
ER
O
PT
IC
LIN
E
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
MIN
TE
RT
R
OA
D
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
2978+00 2980+00 2982+00 2984+00 2986+00 2988+00 2990+00 2992+00 2994+00 2996+00 2998+00 3000+00 3002+00 3004+00 3006+00 3008+00 3010+00 3012+00 3014+00 3016+00 3018+00 3020+00 3022+00 3024+00 3026+00 3028+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
10/2017
05/2018
GH
KAM
DP
RJR
EB
WH
RJP
RJP
DGG
DGG
DGG
DGG
DP
RJP
04/2017
04/2017
1" = 200'
1" = 200'
1" = 200'
2
3
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
STLP-HDD-005 HDD PROFILE OVERVIEW - MISSOURI RIVER MAINLINE
1" = 200' STLP-A-066 5
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES COUNTY, MISSOURI
STA. 2977+71 STA. 3027+91
160'
4838'
ST
A. 2977+
69
ST
A. 3027+
88
AutoCAD SHX Text
WMO-TMA-003A
AutoCAD SHX Text
WMO-TMA-004
AutoCAD SHX Text
WMO-TMA-003
AutoCAD SHX Text
WMO-TMA-002
AutoCAD SHX Text
RIVERS TOWNSHIP, ST. CHARLES COUNTY MISSOURI
AutoCAD SHX Text
WMO-JJP-005
AutoCAD SHX Text
BRADSHAW RD
AutoCAD SHX Text
MINTERT RD
AutoCAD SHX Text
WMO-TMA-008
AutoCAD SHX Text
WMO-JJP-006
AutoCAD SHX Text
EXISTING ENBRIDGE PIPELINE
Page 17
3
1558'
30
43
+4
9
30
27
+9
1
2
3442'
30
77
+9
1
30
43
+4
9
AG F W OW F OW D
66059 66019 66059 66019 66059 66019 66059 66012 99001 66126 99001 99001 99000
CLASS I / 1440 PSIG
0.72 0.5
7' MIN. 5' MIN.
OPEN CUT HDD
3
1558'
30
43
+4
9
30
27
+9
1
2
3442'
30
77
+9
1
30
43
+4
9
AG F W OW F OW D
66059 66019 66059 66019 66059 66019 66059 66012 99001 66126 99001 99001 99000
CLASS I / 1440 PSIG
0.72 0.5
7' MIN. 5' MIN.
OPEN CUT HDD
30
27
+9
1
30
31
+2
9
1352
338'
30
31
+2
9
30
52
+0
7
1379
2078'
30
52
+0
7
30
55
+3
1
1370
324'
30
55
+3
1
30
59
+4
2
MISSOURI RIVER
411'
30
59
+4
2
30
62
+1
5
797
273'
30
62
+1
5
30
75
+0
2
MISSOURI RIVER
1287'
30
75
+0
2
30
77
+9
1
6435
289'
30
27
+9
1
30
31
+2
9
1352
338'
30
31
+2
9
30
52
+0
7
1379
2078'
30
52
+0
7
30
55
+3
1
1370
324'
30
55
+3
1
30
59
+4
2
MISSOURI RIVER
411'
30
59
+4
2
30
62
+1
5
797
273'
30
62
+1
5
30
75
+0
2
MISSOURI RIVER
1287'
30
75
+0
2
30
77
+9
1
6435
289'
3031+
29 P
RO
PE
RT
Y LIN
E
3039+
85 22°56'31" R
T
3043+
51 1°02'52" LT
3052+
07 P
RO
PE
RT
Y LIN
E
3053+
97 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
31 P
RO
PE
RT
Y LIN
E
3059+
42 P
RO
PE
RT
Y LIN
E
3062+
15 P
RO
PE
RT
Y LIN
E
3075+
02 P
RO
PE
RT
Y LIN
E
3055+
29 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
39 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-001
3055+
39 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
75 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001
3055+
75 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-001
3031+
29 P
RO
PE
RT
Y LIN
E
3039+
85 22°56'31" R
T
3043+
51 1°02'52" LT
3052+
07 P
RO
PE
RT
Y LIN
E
3053+
97 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
31 P
RO
PE
RT
Y LIN
E
3059+
42 P
RO
PE
RT
Y LIN
E
3062+
15 P
RO
PE
RT
Y LIN
E
3075+
02 P
RO
PE
RT
Y LIN
E
3055+
29 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
39 E
NT
ER
W
ET
LA
ND
W
MO
-T
MA
-001
3055+
39 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001A
3055+
75 E
XIT
W
ET
LA
ND
W
MO
-T
MA
-001
3055+
75 E
DG
E O
F S
TR
EA
M S
MO
-T
MA
-001
F
O
O
H
O
H
OH
O
H
O
H
O
H
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P
.
58.0
N
N
M.P.
57.3
ST
LP
-A
-066
3027+
91
M.P.
58.3
3077+
88
ST
LP
-A
-068
M
.P
.
5
8
.3
S
T
L
P
-A
-0
6
7
3
0
7
7
+
8
8
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
01
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
01
A
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-0
01
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
01
ED
GE
O
F W
AT
ER
ED
GE
O
F W
AT
ER
ED
GE
O
F S
TR
EA
M
SM
O-C
DK
-0
01
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-T
MA
-0
01
A
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
01
A
ED
GE
O
F S
TR
EA
M
SM
O-T
MA
-0
01
EX
IT
W
ET
LA
ND
WM
O-T
MA
-0
01
ED
GE
O
F W
AT
ER
ED
GE
O
F W
AT
ER
ED
GE
O
F S
TR
EA
M
SM
O-C
DK
-0
01
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
100'
150'
200'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
3028+00 3030+00 3032+00 3034+00 3036+00 3038+00 3040+00 3042+00 3044+00 3046+00 3048+00 3050+00 3052+00 3054+00 3056+00 3058+00 3060+00 3062+00 3064+00 3066+00 3068+00 3070+00 3072+00 3074+00 3076+00 3078+003028+00 3030+00 3032+00 3034+00 3036+00 3038+00 3040+00 3042+00 3044+00 3046+00 3048+00 3050+00 3052+00 3054+00 3056+00 3058+00 3060+00 3062+00 3064+00 3066+00 3068+00 3070+00 3072+00 3074+00 3076+00 3078+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
IL
E
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
DP
KAM
DP
RJR
EB
AK
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
2
3
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
STLP-HDD-005
STLP-HDD-006
STLP-HDD-007
STLP-AR-007
HDD PROFILE OVERVIEW - MISSOURI RIVER MAINLINE
HDD PROFILE OVERVIEW - MISSOURI RIVER MAINLINE
HDD PROFILE OVERVIEW - MISSOURI RIVER MAINLINE
ACCESS ROAD DRAWING
1" = 200' STLP-A-067 5
D.G.G.
J.E.W.
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. CHARLES AND ST. LOUIS COUNTIES, MISSOURI
STA. 3027+91 STA. 3077+91
3442'
1558'
ST
A. 3027+
88
ST
A. 3077+
88
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWG: STLP-HDD-005 STLP-HDD-006
AutoCAD SHX Text
WMO-TMA-001A
AutoCAD SHX Text
WMO-TMA-001
AutoCAD SHX Text
WMO-CDK-003
AutoCAD SHX Text
WMO-CDK-005
AutoCAD SHX Text
ATWS-462462
AutoCAD SHX Text
TAR-021 SEE DWG: STLP-AR-007
AutoCAD SHX Text
WMO-TMA-004
AutoCAD SHX Text
WMO-TMA-003
AutoCAD SHX Text
SPANISH LAKE TOWNSHIP, ST. LOUIS COUNTY MISSOURI
AutoCAD SHX Text
WMO-CDK-004
AutoCAD SHX Text
ATWS-462462
AutoCAD SHX Text
WMO-TMA-001
AutoCAD SHX Text
SMO-TMA-001
AutoCAD SHX Text
RIVERS & SPANISH LAKE TOWNSHIPS, ST. CHARLES & ST. LOUIS COUNTIES, MISSOURI
AutoCAD SHX Text
WMO-TMA-002
AutoCAD SHX Text
SMO-CDK-001
AutoCAD SHX Text
WMO-CDK-006
AutoCAD SHX Text
ATWS-462462
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWG: STLP-HDD-007
AutoCAD SHX Text
MINTERT RD
AutoCAD SHX Text
TAR-021 SEE DWG: STLP-AR-007
AutoCAD SHX Text
RIVERS TOWNSHIP - ST. CHARLES COUNTY
AutoCAD SHX Text
SPANISH LAKE TOWNSHIP - ST. LOUIS COUNTY
Page 18
2
347'
30
81
+3
5
30
77
+8
8
3
1350'
30
94
+8
5
30
81
+3
5
2
60'
30
95
+4
5
30
94
+8
5
3
895'
31
04
+4
0
30
95
+4
5
D F D W D F D D F OL D F D F D F AG
99000 60001
CLASS I / 1440 PSIG
F
0.5 0.72 0.6 0.72
5' MIN.
HDD OPEN CUT BORE OPEN CUT
2
106'
31
05
+4
6
31
04
+4
0
0.6
BORE
3
108'
31
06
+2
5
31
05
+4
6
REF
48'
31
06
+7
4
31
06
+2
6
0.72
OPEN CUT
2
347'
30
81
+3
5
30
77
+8
8
3
1350'
30
94
+8
5
30
81
+3
5
2
60'
30
95
+4
5
30
94
+8
5
3
895'
31
04
+4
0
30
95
+4
5
D F D W D F D D F OL D F D F D F AG
99000 60001
CLASS I / 1440 PSIG
F
0.5 0.72 0.6 0.72
5' MIN.
HDD OPEN CUT BORE OPEN CUT
2
106'
31
05
+4
6
31
04
+4
0
0.6
BORE
3
108'
31
06
+2
5
31
05
+4
6
REF
48'
31
06
+7
4
31
06
+2
6
0.72
OPEN CUT
30
77
+8
8
30
94
+2
7
6435
1639'
30
94
+5
5
30
97
+9
9
6430
344'
30
97
+9
9
31
00
+9
7
6135
298'
31
00
+9
7
31
01
+9
9
6134
102'
31
01
+9
9
31
04
+4
4
6133
245'
31
05
+4
1
31
06
+7
4
6464
159'
30
94
+2
7
30
94
+5
5
FORT BELLEFONTAINE ROAD
27'
31
04
+4
4
31
05
+4
1
FORT BELLEFONTAINE ROAD
97'
30
77
+8
8
30
94
+2
7
6435
1639'
30
94
+5
5
30
97
+9
9
6430
344'
30
97
+9
9
31
00
+9
7
6135
298'
31
00
+9
7
31
01
+9
9
6134
102'
31
01
+9
9
31
04
+4
4
6133
245'
31
05
+4
1
31
06
+7
4
6464
159'
30
94
+2
7
30
94
+5
5
FORT BELLEFONTAINE ROAD
27'
31
04
+4
4
31
05
+4
1
FORT BELLEFONTAINE ROAD
97'
3
10
4+
51
E
DG
E O
F B
LU
E S
PR
UC
E L
AN
E (P
RIV
AT
E)
3
10
4+
90
C
EN
TE
RL
IN
E O
F B
LU
E S
PR
UC
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AN
E
3
07
9+
19
U
TIL
IT
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OL
E 1
63
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T.
3
07
9+
54
U
TIL
IT
Y P
OL
E 1
60
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T.
3
08
1+
92
U
TIL
IT
Y P
OL
E 1
39
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T.
3
08
4+
25
U
TIL
IT
Y P
OL
E 1
17
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T.
3
08
5+
93
3
4°3
1'2
0" L
T
3
08
7+
19
U
TIL
IT
Y P
OL
E 5
9' L
T.
3
08
7+
21
U
TIL
IT
Y P
OL
E 6
1' L
T.
3
08
8+
61
U
TIL
IT
Y P
OL
E 2
5' L
T.
3
08
9+
65
O
VE
RH
EA
D L
IN
E
3
09
0+
00
U
TIL
IT
Y P
OL
E 9
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T.
3
09
0+
14
E
DG
E O
F G
RA
VE
L
3
09
0+
79
E
DG
E O
F G
RA
VE
L
3
09
1+
40
U
TIL
IT
Y P
OL
E 4
2' R
T.
3
09
1+
95
U
TIL
IT
Y P
OL
E 2
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T.
3
09
1+
99
O
VE
RH
EA
D L
IN
E
3
09
2+
52
E
DG
E O
F G
RA
VE
L
3
09
4+
24
E
XIS
TIN
G G
AT
E
3
09
4+
24
E
DG
E O
F G
RA
VE
L
3
09
4+
50
O
VE
RH
EA
D L
IN
E
3
09
4+
55
P
RO
PE
RT
Y L
IN
E
3
09
4+
56
U
TIL
IT
Y P
OL
E 2
8' L
T.
3
09
4+
63
S
IG
N 3
3' L
T.
3
09
4+
66
S
IG
N 3
5' L
T.
3
09
4+
76
5
0°0
7'0
5" R
T
3
09
4+
91
E
DG
E O
F P
AV
EM
EN
T
3
09
5+
06
C
EN
TE
RL
IN
E O
F F
OR
T B
EL
LE
FO
NT
AIN
E R
OA
D
3
09
5+
20
E
DG
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F P
AV
EM
EN
T
3
09
5+
32
C
EN
TE
RL
IN
E O
F D
IT
CH
3
09
5+
75
5
4°2
6'4
2" R
T
3
09
6+
35
1
1°0
0'1
3" L
T
3
09
6+
95
3
°2
0'5
5" L
T
3
09
7+
99
P
RO
PE
RT
Y L
IN
E
3
10
0+
78
E
DG
E O
F G
RA
VE
L
3
10
0+
87
E
DG
E O
F G
RA
VE
L
3
10
0+
97
P
RO
PE
RT
Y L
IN
E
3
10
0+
98
O
VE
RH
EA
D L
IN
E
3
10
0+
99
3
°3
2'2
6" L
T
3
10
0+
99
U
TIL
IT
Y P
OL
E 3
5' R
T.
3
10
1+
12
E
DG
E O
F G
RA
VE
L
3
10
1+
21
E
DG
E O
F G
RA
VE
L
3
10
1+
52
E
XIS
TIN
G F
EN
CE
3
10
1+
59
6
°1
4'3
4" L
T
3
10
1+
95
E
XIS
TIN
G F
EN
CE
3
10
1+
99
P
RO
PE
RT
Y L
IN
E
3
10
2+
19
1
3°3
3'0
1" L
T
3
10
2+
79
1
3°4
6'4
5" L
T
3
10
3+
39
7
°2
5'5
7" L
T
3
10
4+
44
P
RO
PE
RT
Y L
IN
E
3
10
4+
51
E
DG
E O
F G
RA
VE
L
3
10
4+
52
4
°4
3'4
8" R
T
3
10
4+
54
M
AIL
BO
X 7
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T.
3
10
4+
57
M
AIL
BO
X 3
' L
T.
3
10
4+
69
O
VE
RH
EA
D L
IN
E
3
10
4+
88
U
TIL
IT
Y P
OL
E 2
3' L
T.
3
10
4+
90
E
DG
E O
F G
RA
VE
L
3
10
4+
92
E
XIS
TIN
G U
NK
P
IP
EL
IN
E
3
10
5+
11
C
EN
TE
RL
IN
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F L
AC
LE
DE
P
RO
PA
NE
P
IP
EL
IN
E
3
10
5+
19
O
VE
RH
EA
D L
IN
E
31
05
+3
5 5
0°1
0'1
7" L
T
31
05
+8
7 9
0°0
0'0
0" R
T
3
12
6+
95
U
TIL
IT
Y P
OL
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1' L
T.
3
10
4+
51
E
DG
E O
F B
LU
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PR
UC
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AN
E (P
RIV
AT
E)
3
10
4+
90
C
EN
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RL
IN
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F B
LU
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PR
UC
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AN
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3
07
9+
19
U
TIL
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63
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T.
3
07
9+
54
U
TIL
IT
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60
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T.
3
08
1+
92
U
TIL
IT
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39
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T.
3
08
4+
25
U
TIL
IT
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OL
E 1
17
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T.
3
08
5+
93
3
4°3
1'2
0" L
T
3
08
7+
19
U
TIL
IT
Y P
OL
E 5
9' L
T.
3
08
7+
21
U
TIL
IT
Y P
OL
E 6
1' L
T.
3
08
8+
61
U
TIL
IT
Y P
OL
E 2
5' L
T.
3
08
9+
65
O
VE
RH
EA
D L
IN
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3
09
0+
00
U
TIL
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T.
3
09
0+
14
E
DG
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F G
RA
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3
09
0+
79
E
DG
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F G
RA
VE
L
3
09
1+
40
U
TIL
IT
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2' R
T.
3
09
1+
95
U
TIL
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T.
3
09
1+
99
O
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RH
EA
D L
IN
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3
09
2+
52
E
DG
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F G
RA
VE
L
3
09
4+
24
E
XIS
TIN
G G
AT
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3
09
4+
24
E
DG
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F G
RA
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L
3
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4+
50
O
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RH
EA
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IN
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3
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4+
55
P
RO
PE
RT
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IN
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3
09
4+
56
U
TIL
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8' L
T.
3
09
4+
63
S
IG
N 3
3' L
T.
3
09
4+
66
S
IG
N 3
5' L
T.
3
09
4+
76
5
0°0
7'0
5" R
T
3
09
4+
91
E
DG
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F P
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T
3
09
5+
06
C
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F F
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T B
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FO
NT
AIN
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OA
D
3
09
5+
20
E
DG
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F P
AV
EM
EN
T
3
09
5+
32
C
EN
TE
RL
IN
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F D
IT
CH
3
09
5+
75
5
4°2
6'4
2" R
T
3
09
6+
35
1
1°0
0'1
3" L
T
3
09
6+
95
3
°2
0'5
5" L
T
3
09
7+
99
P
RO
PE
RT
Y L
IN
E
3
10
0+
78
E
DG
E O
F G
RA
VE
L
3
10
0+
87
E
DG
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F G
RA
VE
L
3
10
0+
97
P
RO
PE
RT
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IN
E
3
10
0+
98
O
VE
RH
EA
D L
IN
E
3
10
0+
99
3
°3
2'2
6" L
T
3
10
0+
99
U
TIL
IT
Y P
OL
E 3
5' R
T.
3
10
1+
12
E
DG
E O
F G
RA
VE
L
3
10
1+
21
E
DG
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F G
RA
VE
L
3
10
1+
52
E
XIS
TIN
G F
EN
CE
3
10
1+
59
6
°1
4'3
4" L
T
3
10
1+
95
E
XIS
TIN
G F
EN
CE
3
10
1+
99
P
RO
PE
RT
Y L
IN
E
3
10
2+
19
1
3°3
3'0
1" L
T
3
10
2+
79
1
3°4
6'4
5" L
T
3
10
3+
39
7
°2
5'5
7" L
T
3
10
4+
44
P
RO
PE
RT
Y L
IN
E
3
10
4+
51
E
DG
E O
F G
RA
VE
L
3
10
4+
52
4
°4
3'4
8" R
T
3
10
4+
54
M
AIL
BO
X 7
' L
T.
3
10
4+
57
M
AIL
BO
X 3
' L
T.
3
10
4+
69
O
VE
RH
EA
D L
IN
E
3
10
4+
88
U
TIL
IT
Y P
OL
E 2
3' L
T.
3
10
4+
90
E
DG
E O
F G
RA
VE
L
3
10
4+
92
E
XIS
TIN
G U
NK
P
IP
EL
IN
E
3
10
5+
11
C
EN
TE
RL
IN
E O
F L
AC
LE
DE
P
RO
PA
NE
P
IP
EL
IN
E
3
10
5+
19
O
VE
RH
EA
D L
IN
E
31
05
+3
5 5
0°1
0'1
7" L
T
31
05
+8
7 9
0°0
0'0
0" R
T
3
12
6+
95
U
TIL
IT
Y P
OL
E 9
1' L
T.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
O
H
O
H
O
H
O
H
O
H
O
H
OHOH
OH
O
H
O
H
O
H
O
H
PROPOSED 24-INCH
DIAMETER PIPELINE
M.P
.
58.0
P
R
O
P
O
S
E
D
2
4
-
I
N
C
H
N
O
R
T
H
C
O
U
N
T
Y
E
X
T
E
N
S
I
O
N
Back
EQUATION
Ahead
Diff. = +28'
3105+35
3105+63
7
6
N
M.P.
58.8R2
3106+
74
EN
D S
TA
.
M.P.
58.3
ST
LP
-A
-067
3077+
88
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-C
DK
-0
04
EX
IT
W
ET
LA
ND
WM
O-C
DK
-0
04
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
FO
RT
BE
LL
EF
ON
TA
IN
E
RO
AD
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
SP
IR
E M
IS
SO
UR
I
PR
OP
AN
E P
IP
EL
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
BL
UE
S
PR
UC
E L
AN
E
CE
NT
ER
LIN
E O
F S
TR
EA
M
SM
O-C
DK
-0
01
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WM
O-C
DK
-0
04
EX
IT
W
ET
LA
ND
WM
O-C
DK
-0
04
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
FO
RT
BE
LL
EF
ON
TA
IN
E
RO
AD
OV
ER
HE
AD
L
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
SP
IR
E M
IS
SO
UR
I
PR
OP
AN
E P
IP
EL
IN
E
OV
ER
HE
AD
L
IN
E
CE
NT
ER
LIN
E O
F
BL
UE
S
PR
UC
E L
AN
E
CE
NT
ER
LIN
E O
F S
TR
EA
M
SM
O-C
DK
-0
01
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
250'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
3078+00 3080+00 3082+00 3084+00 3086+00 3088+00 3090+00 3092+00 3094+00 3096+00 3098+00 3100+00 3102+00 3104+00 3106+003106+003078+00 3080+00 3082+00 3084+00 3086+00 3088+00 3090+00 3092+00 3094+00 3096+00 3098+00 3100+00 3102+00 3104+00 3106+003106+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
PR
OF
ILE
MATERIAL
DESCRIPTIONQUANTITYTAG
REFERENCE DRAWINGS
TITLEDWG. NO.
REVISIONS
NO. REVISIONS DATE DRAWN CK APPR
APPROVALS
DRAWN BY DATE
CLIENT APPROVAL
DATE
SCALE DRAWING NO. REVISION
LAND USE
PIPELINE COVER
SOILS
CHECKED BY DATE
ENG. APPROVAL DATE
P.M. APPROVAL DATE
SCALE PLAN:
SCALE PROFILE H:
SCALE PROFILE V:
SPIRE STL PIPELINE PROJECT
DESIGN FACTOR
CLASS LOCATION/MAOP
PREPARED BY
PREPARED FOR
CONSTRUCTION METHOD
TO
NOTES:
1. THE IMAGERY SHOWN WAS PROVIDED BY AERIAL DATA SERVICES, 2016. ADDITIONAL IMAGERY SUPPLEMENTED FROM USFWS-NWI AND USGS.
2. EXISTING FEATURES SHOWN WERE SURVEYED BY MOTT MACDONALD AND DIGITIZED FROM IMAGERY. ALL LOCATIONS ARE APPROXIMATE
AND SHALL BE VERIFIED BY CONTRACTOR.
0
SCALE: 1" = 200'
100200 200
1
2
3
4
5
ISSUED FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
FERC SUPPLEMENTAL FILING
ISSUED FOR IMPLEMENTATION PLAN
01/2017
04/2017
07/2017
10/2017
05/2018
GH
DP
KAM
DP
RJR
EB
AK
RJP
RJP
RJP
DGG
DGG
DGG
DGG
DGG
DP
RJP
07/2017
07/2017
1" = 200'
1" = 200'
1" = 200'
2
3
21
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE/ARO COATED
PIPE, 24.000" OD X 0.500" WT, API-5L, X70, DSAW, FBE COATED
ELL, 24.000" OD X 0.500" WT, 3DR, WPHY70, FBE COATED
STLP-HDD-007
STLP-AR-007
STLP-SS-002
HDD PROFILE OVERVIEW - MISSOURI RIVER MAINLINE
ACCESS ROAD SITE PLAN - TAR-021
LACLEDE/LANGE DELIVERY STATION - SITE LAYOUT
1" = 200' STLP-A-068 5
REF SEE REFERENCE DETAIL DRAWING
D.G.G.
J.E.W.
07/2017
07/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
ST. LOUIS COUNTY, MISSOURI
STA. 3077+91 STA. 3105+62
513'
2353'
5
48'
ST
A. 3
07
7+
88
ST
A. 3
10
6+
74
AutoCAD SHX Text
PORTAGE RD
AutoCAD SHX Text
WMO-CDK-003
AutoCAD SHX Text
WMO-CDK-005
AutoCAD SHX Text
TAR-021 SEE DWG: STLP-AR-007
AutoCAD SHX Text
SPANISH LAKE TOWNSHIP, ST. LOUIS COUNTY MISSOURI
AutoCAD SHX Text
WMO-CDK-004
AutoCAD SHX Text
SMO-TMA-001
AutoCAD SHX Text
RIVERS & SPANISH LAKE TOWNSHIPS, ST. CHARLES & ST. LOUIS COUNTIES, MISSOURI
AutoCAD SHX Text
SMO-CDK-001
AutoCAD SHX Text
WMO-CDK-006
AutoCAD SHX Text
PROPOSED HDD ENTRY/EXIT LOCATION SEE DWG: STLP-HDD-007
AutoCAD SHX Text
TAR-021 SEE DWG: STLP-AR-007
AutoCAD SHX Text
SMO-CDK-002
AutoCAD SHX Text
SPIRE MISSOURI EXISTING LINE 880 20-INCH PIPELINE
AutoCAD SHX Text
WMO-CDK-007
AutoCAD SHX Text
FORT BELLEFONTAINE RD
AutoCAD SHX Text
SMO-DFW-002
AutoCAD SHX Text
BLUE SPRUCE LN
AutoCAD SHX Text
RIVERS TOWNSHIP - ST. CHARLES COUNTY
AutoCAD SHX Text
SPANISH LAKE TOWNSHIP - ST. LOUIS COUNTY
AutoCAD SHX Text
STA. 0+00
AutoCAD SHX Text
BEGIN NO FUELING AREA
AutoCAD SHX Text
STA. 4+00
AutoCAD SHX Text
END NO FUELING AREA
