DIAMETER PIPELINE - spireenergy.comB... · pipeline cover soils checked by date eng. approval date...
6
0 M.P. 3.5 STLP-A-004 182+88 M.P. 4.4 232+89 STLP-A-006 X X X X X X X X X X X X X X X X X X X X OH OH PROPOSED 24-INCH DIAMETER PIPELINE 8 9 10 10 11 8 4.0 0 M.P. 3.5 STLP-A-004 182+88 M.P. 4.4 232+89 STLP-A-006 F OL F AG F OW F AG F OL AG 8F 8F 279D2 279B 279D2 279B 279D2 8F 279D2 279B 8F2 242A 3451A 8F 280B 279B 279D2 8F 279D2 279B CLASS I / 1440 PSIG 0.72 5' MIN. 1 5002' 232+89 182+88 OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT (FLUMED) OPEN CUT OPEN CUT F OL F AG F OW F AG F OL AG 8F 8F 279D2 279B 279D2 279B 279D2 8F 279D2 279B 8F2 242A 3451A 8F 280B 279B 279D2 8F 279D2 279B CLASS I / 1440 PSIG 0.72 5' MIN. 1 5002' 232+89 182+88 OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT OPEN CUT (FLUMED) OPEN CUT (FLUMED) OPEN CUT OPEN CUT 182+88 199+44 1656' 199+44 212+16 1272' 212+16 220+63 847' 220+63 231+37 1075' 231+37 232+89 152' 182+88 199+44 1656' 199+44 212+16 1272' 212+16 220+63 847' 220+63 231+37 1075' 231+37 232+89 152' EXISTING GRADE CENTERLINE OF STREAM SIL-TMA-010 CENTERLINE OF STREAM SIL-TMA-011 EDGE OF STREAM SIL-JJP-018 EDGE OF STREAM SIL-JJP-018 CENTERLINE OF STREAM SIL-TMA-016 CENTERLINE OF STREAM SIL-TMA-018 EXISTING GRADE CENTERLINE OF STREAM SIL-TMA-010 CENTERLINE OF STREAM SIL-TMA-011 EDGE OF STREAM SIL-JJP-018 EDGE OF STREAM SIL-JJP-018 CENTERLINE OF STREAM SIL-TMA-016 CENTERLINE OF STREAM SIL-TMA-018 300' 350' 400' 450' 500' 550' 600' 650' 700' 750' 800' 850' 900' 950' 300' 350' 400' 450' 500' 550' 600' 650' 700' 750' 800' 850' 900' 950' 300' 350' 400' 450' 500' 550' 600' 650' 700' 750' 800' 850' 900' 950' 300' 350' 400' 450' 500' 550' 600' 650' 700' 750' 800' 850' 900' 950' 184+00 186+00 188+00 190+00 192+00 194+00 196+00 198+00 200+00 202+00 204+00 206+00 208+00 210+00 212+00 214+00 216+00 218+00 220+00 222+00 224+00 226+00 228+00 230+00 230+00 232+00 184+00 186+00 188+00 190+00 192+00 194+00 196+00 198+00 200+00 202+00 204+00 206+00 208+00 210+00 212+00 214+00 216+00 218+00 220+00 222+00 224+00 226+00 228+00 230+00 230+00 232+00 OWNERSHIP / FOOTAGE STATIONING MATERIAL & COATING MATERIAL DESCRIPTION QUANTITY TAG REFERENCE DRAWINGS TITLE DWG. 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 PREPARED BY PREPARED FOR 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. 3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA. 4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED. 0 100 200 200 1 2 4 ISSUE FOR FERC AMENDMENT TO FERC FERC SUPPLEMENTAL FILING 1/2017 04/2017 10/2017 GH DP DP EB SG RJP 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-005 4 D.G.G. J.E.W. 04/2017 04/2017 ALIGNMENT SHEET PROPOSED 24-INCH DIAMETER PIPELINE SCOTT AND GREENE COUNTIES, ILLINOIS STA. 182+88 STA. 232+89 5002' STA. 182+88 STA. 232+89
Transcript of DIAMETER PIPELINE - spireenergy.comB... · pipeline cover soils checked by date eng. approval date...
M.P.
3.5
ST
LP
-A
-0
04
18
2+
88
M.P.
4.4
23
2+
89
ST
LP
-A
-0
06
X
X
X
XX
X X
XX X
X
X
X
X
X
X
X
X
X
X
OH
OH
PROPOSED 24-INCH
DIAMETER PIPELINE
8
9
10
10
11
8
4
.0
M.P.
3.5
ST
LP
-A
-0
04
18
2+
88
M.P.
4.4
23
2+
89
ST
LP
-A
-0
06
F OL F AG F OW F AG F OL AG
8F 8F 279D2 279B 279D2 279B 279D2 8F 279D2 279B 8F2 242A 3451A 8F 280B 279B 279D2 8F 279D2 279B
CLASS I / 1440 PSIG
0.72
5' MIN.
1
5002'
23
2+
89
18
2+
88
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
(FLUMED)
OPEN CUT OPEN CUT
F OL F AG F OW F AG F OL AG
8F 8F 279D2 279B 279D2 279B 279D2 8F 279D2 279B 8F2 242A 3451A 8F 280B 279B 279D2 8F 279D2 279B
CLASS I / 1440 PSIG
0.72
5' MIN.
1
5002'
23
2+
89
18
2+
88
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT
(FLUMED)
OPEN CUT OPEN CUT
18
2+
88
19
9+
44
1656'
19
9+
44
21
2+
16
1272'
21
2+
16
22
0+
63
847'
22
0+
63
23
1+
37
1075'
23
1+
37
23
2+
89
152'
18
2+
88
19
9+
44
1656'
19
9+
44
21
2+
16
1272'
21
2+
16
22
0+
63
847'
22
0+
63
23
1+
37
1075'
23
1+
37
23
2+
89
152'
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-010
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-011
ED
GE
O
F S
TR
EA
M
SIL-JJP
-018
ED
GE
O
F S
TR
EA
M
SIL-JJP
-018
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-016
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-018
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-010
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-011
ED
GE
O
F S
TR
EA
M
SIL-JJP
-018
ED
GE
O
F S
TR
EA
M
SIL-JJP
-018
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-016
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-T
MA
-018
300'
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750'
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950'
300'
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750'
800'
850'
900'
950'
300'
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400'
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550'
600'
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700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
184+00 186+00 188+00 190+00 192+00 194+00 196+00 198+00 200+00 202+00 204+00 206+00 208+00 210+00 212+00 214+00 216+00 218+00 220+00 222+00 224+00 226+00 228+00 230+00230+00 232+00184+00 186+00 188+00 190+00 192+00 194+00 196+00 198+00 200+00 202+00 204+00 206+00 208+00 210+00 212+00 214+00 216+00 218+00 220+00 222+00 224+00 226+00 228+00 230+00230+00 232+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA.
4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED.
0100200 200
1
2
4
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
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-005 4
D.G.G.
J.E.W.
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
SCOTT AND GREENE COUNTIES, ILLINOIS
STA. 182+88 STA. 232+89
5002'
ST
A. 182+
88
ST
A. 232+
89
M.P.
4.4
ST
LP
-A
-0
05
23
2+
89
M.P.
5.4
28
2+
88
ST
LP
-A
-0
07
X
X
X
XX
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
PROPOSED 24-INCH
DIAMETER PIPELINE
9
10
10
11
12
5.0
M.P.
4.4
ST
LP
-A
-0
05
23
2+
89
M.P.
5.4
28
2+
88
ST
LP
-A
-0
07
AG OL D OL AG OL AG OL AG
279B 279D2 279B 51A 68A 51A 675B 675C2 675B 675C2 3451A 675C2 61A 675C2 279B 61A 51A
CLASS I / 1440 PSIG
0.72 0.6 0.72
5' MIN.
1
538'
23
8+
27
23
2+
89
2
80'
23
9+
07
23
8+
27
1
4382'
28
2+
88
23
9+
07
OPEN CUT BORE OPEN CUT
AG OL D OL AG OL AG OL AG
279B 279D2 279B 51A 68A 51A 675B 675C2 675B 675C2 3451A 675C2 61A 675C2 279B 61A 51A
CLASS I / 1440 PSIG
0.72 0.6 0.72
5' MIN.
1
538'
23
8+
27
23
2+
89
2
80'
23
9+
07
23
8+
27
1
4382'
28
2+
88
23
9+
07
OPEN CUT BORE OPEN CUT
23
2+
89
23
8+
84
595'
23
8+
84
25
2+
48
1365'
25
2+
48
26
5+
87
1339'
26
5+
87
28
2+
88
1701'
23
2+
89
23
8+
84
595'
23
8+
84
25
2+
48
1365'
25
2+
48
26
5+
87
1339'
26
5+
87
28
2+
88
1701'
EXISTING GRADE
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
BA
RR
OW
R
OA
D
CE
NT
ER
LIN
E O
F
UN
KN
OW
N R
OA
D
EXISTING GRADE
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
BA
RR
OW
R
OA
D
CE
NT
ER
LIN
E O
F
UN
KN
OW
N R
OA
D
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
1000'
234+00 236+00 238+00 240+00 242+00 244+00 246+00246+00 248+00 250+00 252+00 254+00 256+00 258+00 260+00 262+00 264+00 266+00 268+00 270+00 272+00 274+00 276+00 278+00 280+00 282+00234+00 236+00 238+00 240+00 242+00 244+00 246+00246+00 248+00 250+00 252+00 254+00 256+00 258+00 260+00 262+00 264+00 266+00 268+00 270+00 272+00 274+00 276+00 278+00 280+00 282+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA.
4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED.
0100200 200
1
2
4
ISSUE FOR FERC
AMMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
DGG
DGG
DGG
DP
SG
04/2017
04/2017
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-006 4
DGG
JEW
04/2014
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
GREENE COUNTY, ILLINOIS
STA. 232+89 STA. 282+88
4920'
80'
ST
A. 232+
89
ST
A. 282+
88
M.P.
5.4
ST
LP
-A
-0
06
28
2+
88
M.P.
6.3
33
2+
87
ST
LP
-A
-0
08
X
X
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
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X
X
XX
X
X
X
XX
XX
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X XX
X
XX
X
XX
X
X
XX
X
FO
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T T
T
T
T
T
T
T
T
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
12
13
6.0
M.P.
5.4
ST
LP
-A
-0
06
28
2+
88
M.P.
6.3
33
2+
87
ST
LP
-A
-0
08
AG W F AG OL D OL AG W AG D AG D AG
51A 675C2 675B 279D2 279B 279D2 257B 279D2 61A 675B 61A 675C2 279D2 279B 279D2 8D2
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN.
1
1710'
29
9+
99
28
2+
88
20
29
9+
61
2
80'
30
0+
79
29
9+
99
1
525'
30
6+
04
30
0+
79
20
30
1+
16
2
80'
30
6+
84
30
6+
04
1
2603'
33
2+
87
30
6+
84
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
AG W F AG OL D OL AG W AG D AG D AG
51A 675C2 675B 279D2 279B 279D2 257B 279D2 61A 675B 61A 675C2 279D2 279B 279D2 8D2
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN.
1
1710'
29
9+
99
28
2+
88
20
29
9+
61
2
80'
30
0+
79
29
9+
99
1
525'
30
6+
04
30
0+
79
20
30
1+
16
2
80'
30
6+
84
30
6+
04
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2603'
33
2+
87
30
6+
84
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
28
2+
88
29
2+
63
975'
29
2+
63
30
0+
28
764'
30
0+
28
30
6+
41
613'
30
6+
41
33
2+
87
2646'
28
2+
88
29
2+
63
975'
29
2+
63
30
0+
28
764'
30
0+
28
30
6+
41
613'
30
6+
41
33
2+
87
2646'
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WIL-JJP
-012A
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL-JJP
-026
EX
IT
W
ET
LA
ND
WIL-JJP
-012A
EN
TE
R W
ET
LA
ND
WIL-JJP
-012
EX
IT
W
ET
LA
ND
WIL-JJP
-012
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
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OA
D
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LE
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ON
E LIN
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EN
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LA
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WIL-T
MA
-005
CE
NT
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AM
SIL-JJP
-027
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IT
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ET
LA
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WIL-T
MA
-005
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LE
PH
ON
E LIN
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NT
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LIN
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F
2575 N
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D /
PA
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SO
N R
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AD
LIN
E
OV
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HE
AD
LIN
E
EXISTING GRADE
EN
TE
R W
ET
LA
ND
WIL-JJP
-012A
CE
NT
ER
LIN
E O
F S
TR
EA
M
SIL-JJP
-026
EX
IT
W
ET
LA
ND
WIL-JJP
-012A
EN
TE
R W
ET
LA
ND
WIL-JJP
-012
EX
IT
W
ET
LA
ND
WIL-JJP
-012
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
UN
KN
OW
N R
OA
D
TE
LE
PH
ON
E LIN
E
EN
TE
R W
ET
LA
ND
WIL-T
MA
-005
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL-JJP
-027
EX
IT
W
ET
LA
ND
WIL-T
MA
-005
TE
LE
PH
ON
E LIN
E
CE
NT
ER
LIN
E O
F
2575 N
R
OA
D /
PA
TT
ER
SO
N R
OA
D
OV
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HE
AD
LIN
E
OV
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AD
LIN
E
300'
350'
400'
450'
500'
550'
600'
650'
700'
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850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
284+00 286+00 288+00 290+00 292+00 294+00 296+00 298+00 300+00300+00 302+00 304+00 306+00 308+00 310+00 312+00 314+00 316+00 318+00 320+00 322+00 324+00 326+00 328+00 330+00 332+00284+00 286+00 288+00 290+00 292+00 294+00 296+00 298+00 300+00300+00 302+00 304+00 306+00 308+00 310+00 312+00 314+00 316+00 318+00 320+00 322+00 324+00 326+00 328+00 330+00 332+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA.
4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED.
0100200 200
1
2
4
ISSUE FOR FERC
AMMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
DGG
DGG
DGG
DP
SG
04/2017
04/2017
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
INDUCTION BEND, 24.000" OD X 0.500" WT, 5D, X70, FBE COATED
1" = 200' STLP-A-007 4
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
GREENE COUNTY, ILLINOIS
STA. 282+88 STA. 332+87
4838'
160'
2
ST
A. 282+
88
ST
A. 332+
87
M.P.
6.3
ST
LP
-A
-0
07
33
2+
87
M.P.
7.3
38
2+
89
ST
LP
-A
-0
09
X X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
XX
X
XX
X
X
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T
T
T
T
T
PROPOSED 24-INCH
DIAMETER PIPELINE
12
14
15
167.0
M.P.
6.3
ST
LP
-A
-0
07
33
2+
87
M.P.
7.3
38
2+
89
ST
LP
-A
-0
09
AG OW AG OL D AG OL D OL D AG
8D2 3451A 8F2 279B 61A 279C2 61A 68A
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN. 10' MIN. 5' MIN.
1
2284'
35
5+
73
33
2+
87
20
35
5+
35
2
80'
35
6+
53
35
5+
73
1
2191'
37
8+
44
35
6+
53
20
35
7+
62
2
160'
38
0+
04
37
8+
44
1
285'
38
2+
89
38
0+
04
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT BORE OPEN CUT
AG OW AG OL D AG OL D OL D AG
8D2 3451A 8F2 279B 61A 279C2 61A 68A
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN. 10' MIN. 5' MIN.
1
2284'
35
5+
73
33
2+
87
20
35
5+
35
2
80'
35
6+
53
35
5+
73
1
2191'
37
8+
44
35
6+
53
20
35
7+
62
2
160'
38
0+
04
37
8+
44
1
285'
38
2+
89
38
0+
04
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT BORE OPEN CUT
33
2+
87
34
6+
32
1345'
34
6+
32
35
6+
24
990'
35
6+
24
37
3+
66
1742'
37
3+
66
37
8+
71
505'
37
8+
71
37
9+
91
120'
37
9+
91
38
2+
89
298'
33
2+
87
34
6+
32
1345'
34
6+
32
35
6+
24
990'
35
6+
24
37
3+
66
1742'
37
3+
66
37
8+
71
505'
37
8+
71
37
9+
91
120'
37
9+
91
38
2+
89
298'
EXISTING GRADE
ED
GE
O
F S
TR
EA
M
SIL-T
MA
-020
ED
GE
O
F S
TR
EA
M
SIL-T
MA
-020
CE
NT
ER
LIN
E O
F
1000 E
R
OA
D
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
UN
KN
OW
N R
OA
D
CE
NT
ER
LIN
E O
F
KC
S R
AILR
OA
D
EXISTING GRADE
ED
GE
O
F S
TR
EA
M
SIL-T
MA
-020
ED
GE
O
F S
TR
EA
M
SIL-T
MA
-020
CE
NT
ER
LIN
E O
F
1000 E
R
OA
D
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
UN
KN
OW
N R
OA
D
CE
NT
ER
LIN
E O
F
KC
S R
AILR
OA
D
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
334+00 336+00 338+00 340+00 342+00 344+00 346+00 348+00 350+00 352+00 354+00 356+00356+00 358+00 360+00 362+00 364+00 366+00 368+00 370+00 372+00 374+00 376+00 378+00 380+00 382+00334+00 336+00 338+00 340+00 342+00 344+00 346+00 348+00 350+00 352+00 354+00 356+00356+00 358+00 360+00 362+00 364+00 366+00 368+00 370+00 372+00 374+00 376+00 378+00 380+00 382+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA.
4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED.
0100200 200
1
2
4
ISSUE FOR FERC
AMMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
DGG
DGG
DGG
DP
SG
04/2017
04/2017
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
INDUCTION BEND, 24.000" OD X 0.500" WT, 5D, X70, FBE COATED
1" = 200' STLP-A-008 4
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
GREENE COUNTY, ILLINOIS
STA. 332+87 STA. 382+89
4760'
240'
2
ST
A. 332+
87
ST
A. 382+
89
M.P.
7.3
ST
LP
-A
-0
08
38
2+
89
M.P.
8.2
43
2+
89
ST
LP
-A
-0
10
OHOH
OH
OHOH OH
OH
OHOH
OH
OH
OH
TT
T T T
PROPOSED 24-INCH
DIAMETER PIPELINE
15
16
17
8.0
M.P.
7.3
ST
LP
-A
-0
08
38
2+
89
M.P.
8.2
43
2+
89
ST
LP
-A
-0
10
AG D AG D AG
68A 47A 51A 47A 51A 47A 51A 675B 279B 675B
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN.
1
368'
38
6+
57
38
2+
89
2
80'
38
7+
37
38
6+
57
1
2365'
41
1+
02
38
7+
37
2
80'
41
1+
82
41
1+
02
1
2107'
43
2+
89
41
1+
82
OPEN CUT BORE OPEN CUT BORE OPEN CUT
AG D AG D AG
68A 47A 51A 47A 51A 47A 51A 675B 279B 675B
CLASS I / 1440 PSIG
0.72 0.6 0.72 0.6 0.72
5' MIN.
1
368'
38
6+
57
38
2+
89
2
80'
38
7+
37
38
6+
57
1
2365'
41
1+
02
38
7+
37
2
80'
41
1+
82
41
1+
02
1
2107'
43
2+
89
41
1+
82
OPEN CUT BORE OPEN CUT BORE OPEN CUT
38
2+
89
38
6+
94
405'
38
6+
94
40
0+
22
1328'
40
0+
22
41
3+
56
1334'
41
3+
56
42
6+
87
1331'
42
6+
87
43
2+
89
602'
38
2+
89
38
6+
94
405'
38
6+
94
40
0+
22
1328'
40
0+
22
41
3+
56
1334'
41
3+
56
42
6+
87
1331'
42
6+
87
43
2+
89
602'
EXISTING GRADE
CE
NT
ER
LIN
E O
F
2425 N
TE
LE
PH
ON
E LIN
E
OV
ER
HE
AD
LIN
E
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
2375 N
EXISTING GRADE
CE
NT
ER
LIN
E O
F
2425 N
TE
LE
PH
ON
E LIN
E
OV
ER
HE
AD
LIN
E
OV
ER
HE
AD
LIN
E
CE
NT
ER
LIN
E O
F
2375 N
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
950'
384+00 386+00 388+00 390+00 392+00 394+00 396+00 398+00 400+00 402+00 404+00 406+00 408+00 410+00 412+00 414+00 416+00 418+00 420+00 422+00 424+00 426+00 428+00 430+00 432+00384+00 386+00 388+00 390+00 392+00 394+00 396+00 398+00 400+00 402+00 404+00 406+00 408+00 410+00 412+00 414+00 416+00 418+00 420+00 422+00 424+00 426+00 428+00 430+00 432+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
3. PROPERTY LINES DEPICTED ON THIS PLAN ARE BASED ON GIS TAX MAP DATA.
4. ROAD CENTERLINES SHOWN ARE FROM PUBLICLY AVAILABLE DATA AND HAVE NOT BEEN SURVEYED.
0100200 200
1
2
4
ISSUE FOR FERC
AMMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
DGG
DGG
DGG
DP
SG
04/2017
04/2017
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-009 4
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
GREENE COUNTY, ILLINOIS
STA. 382+89 STA. 432+89
4840'
160'
ST
A. 382+
89
ST
A. 432+
89
M.P.
8.2
ST
LP
-A
-0
09
43
2+
89
M.P.
9.1
48
2+
89
ST
LP
-A
-0
11
X
XXX
FO
OH
OH
PROPOSED 24-INCH
DIAMETER PIPELINE
4
9
2
+
0
0
490+00488+00486+00484+00482+00480+00478+00476+00474+00472+00470+00468+00466+00464+00462+00460+00458+00456+00454+00452+00450+00448+00446+00444+00442+00440+00438+00436+00434+00432+00430+00428+00426+00424+00
18
19
2
0
20
2
1
18
9.0
M.P.
8.2
ST
LP
-A
-0
09
43
2+
89
M.P.
9.1
48
2+
89
ST
LP
-A
-0
11
AG F AG F AG OL D OL AG
675B 51A 675B 279B 675B 279C2 675B 279C2 279D2 279C2 279D2 279B 17A 279C2 51A 47A 51A
CLASS I / 1440 PSIG
0.72 0.6 0.72
5' MIN.
1
4648'
479+
37
432+
89
2
80'
480+
17
479+
37
1
272'
482+
89
480+
17
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
AG F AG F AG OL D OL AG
675B 51A 675B 279B 675B 279C2 675B 279C2 279D2 279C2 279D2 279B 17A 279C2 51A 47A 51A
CLASS I / 1440 PSIG
0.72 0.6 0.72
5' MIN.
1
4648'
479+
37
432+
89
2
80'
480+
17
479+
37
1
272'
482+
89
480+
17
OPEN CUT
OPEN CUT
(FLUMED)
OPEN CUT BORE OPEN CUT
432+
89
440+
10
721'
440+
10
453+
34
1324'
453+
34
479+
38
2604'
479+
90
482+
89
299'
479+
38
479+
90
52'
432+
89
440+
10
721'
440+
10
453+
34
1324'
453+
34
479+
38
2604'
479+
90
482+
89
299'
479+
38
479+
90
52'
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL
-T
MA
-0
26
OV
ER
HE
AD
L
IN
E
FIB
ER
O
PT
IC
L
IN
E
CE
NT
ER
LIN
E O
F
CO
H
WY
1
0
EXISTING GRADE
CE
NT
ER
LIN
E O
F
ST
RE
AM
SIL
-T
MA
-0
26
OV
ER
HE
AD
L
IN
E
FIB
ER
O
PT
IC
L
IN
E
CE
NT
ER
LIN
E O
F
CO
H
WY
1
0
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
300'
350'
400'
450'
500'
550'
600'
650'
700'
750'
800'
850'
900'
434+00 436+00 438+00 440+00 442+00 444+00 446+00 448+00 450+00 452+00 454+00 456+00 458+00 460+00 462+00 464+00 466+00 468+00 470+00 472+00 474+00 476+00 478+00 480+00 482+00434+00 436+00 438+00 440+00 442+00 444+00 446+00 448+00 450+00 452+00 454+00 456+00 458+00 460+00 462+00 464+00 466+00 468+00 470+00 472+00 474+00 476+00 478+00 480+00 482+00
OWNERSHIP /
FOOTAGE
STATIONING
MATERIAL &
COATING
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
PREPARED BY
PREPARED FOR
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.
0100200 200
1
2
4
ISSUE FOR FERC
AMENDMENT TO FERC
FERC SUPPLEMENTAL FILING
1/2017
04/2017
10/2017
GH
DP
DP
EB
SG
RJP
DGG
DGG
DGG
DP
SG
04/2017
04/2017
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-010 4
DGG
JEW
04/2017
04/2017
ALIGNMENT SHEET
PROPOSED 24-INCH DIAMETER PIPELINE
GREENE COUNTY, ILLINOIS
STA. 432+89 STA. 482+89
4920'
80'
ST
A. 432+
89
ST
A. 482+
89
