sd1833-009 1833-09 (1)puc.sd.gov/commission/dockets/hydrocarbonpipeline/... · ge 1 13 4 +6 0 c l c...
TRANSCRIPT
-
W_FUTM14_023
W_UTM14_AERIAL_15544 W_UTM14_AERIAL_15545
WSC4SDCL204
SSC4SDCL201
WSC4SDCL203
MAT
CH
LIN
E
10
40+0
0
MAT
CH
LIN
E
11
70+0
0
1040
+00
ML-SD-CK-0637.0000
1054
+54
ML-SD-CK-0638.0000 ML-SD-CK-0639.0000
1107
+66
ML-SD-CK-0640.0000
1133
+77
ML-SD-CK-0641.0000
1170
+00
AS-BUILT ALIGNMENT
1. THE MAXIMUM OPERATING PRESSURE (MOP) IS 1440 PSIG.2. THE MINIMUM TEST PRESSURE WAS 1801 PSIG.
KEYSTONE MAINLINE (NPS 30 2009) FERNEY SECTION
SPREAD 3B DISCIPLINE 03
SHEET 9 OF 20 SHEETS
STA. 1040+73 TO STA. 1170+84
LOYS ALVIN GRAY, III SD CE9004
1833
1833-03-ML-02-009 2
23
30" O.D. X 0.386" W.T., API-5LX-70 W/FBE COATING30" O.D. X 0.516" W.T., API-5LX-70 W/FBE COATING &
12,811'200'
NATURAL GROUND
TOP OF PIPE
1081
+67
ED
GE
OF
RO
AD
1081
+78
CL
CO
UN
TY R
OA
D 2
2
1081
+89
ED
GE
OF
RO
AD
1082
+00
UN
DE
RG
RO
UN
D
1082
+53
P.I.
00°
00'4
0" R
T.
1108
+29
WA
TER
ED
GE
1108
+45
FE
NC
E
1108
+56
P.I.
02°
58'5
8" R
T.
1110
+76
CL
CR
EE
K
1112
+56
WA
TER
ED
GE
1127
+59
FE
NC
E
1134
+57
FE
NC
E
1139
+64
FE
NC
E
1161
+19
UN
DE
RG
RO
UN
D
(164
TH S
TRE
ET)
PO
WE
RLI
NE
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
1080
+90
ED
GE
OF
RO
AD
1081
+01
CL
CO
UN
TY R
OA
D 2
2
1081
+12
ED
GE
OF
RO
AD
1081
+23
UN
DE
RG
RO
UN
D
1081
+76
P.I.
00°
00'4
0" R
T.
1107
+50
WA
TER
ED
GE
1107
+66
FE
NC
E
1107
+78
P.I.
02°
58'5
8" R
T.11
09+9
7 C
L C
RE
EK
1111
+77
WA
TER
ED
GE
1126
+79
FE
NC
E
1133
+77
FE
NC
E
1138
+83
FE
NC
E
1160
+37
UN
DE
RG
RO
UN
D
(164
TH S
TRE
ET)
PO
WE
RLI
NE
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
(BA
RB
ED
WIR
E)
PO
WE
RLI
NE
4,045' FBE
2
119'FBE & ARO BR.
3
1081
+18
1082
+37
81'FBE & ARO
3
1134
+16
1134
+97
5,179' FBE
2
3,587' FBE
2
1081
+76
P.I.
00°
00'4
0" R
T.
1107
+78
P.I.
02°
58'5
8" R
T.
1040
+73
MA
TCH
LIN
E
104
0+73
1170
+84
MA
TCH
LIN
E
117
0+84
PIPELINE WARNING SIGNS 7 EACATHODIC TEST STATION 2 EAAERIAL MARKER 1 EA
PIPELINE MARKERS 0 EA
ML-SD-CK-0637.0000
ML-SD-CK-0638.0000
ML-SD-CK-0639.0000
ML-SD-CK-0640.0000
ML-SD-CK-0641.0000
CO
UN
TY R
OA
D 2
2(1
64TH
STR
EE
T)C
OU
NTY
RO
AD
22
RD
-SD
-CK
-063
8.00
00
1081+01
(164
TH S
TRE
ET)
1049
+38
5.5
' CV
R.
1055
+64
6.2
' CV
R.
1073
+24
5.2
' CV
R.
1081
+30
6.9
' CV
R.
1086
+29
5.7
' CV
R.
1108
+45
6.3
' CV
R.
1128
+83
5.9
' CV
R.
1147
+39
5.8
' CV
R.
1163
+65
4.9
' CV
R.
MP284
MP285
1155
+96
1154
+43
1135
+59
1135
+23 11
39+6
4
1139
+66
1127
+60
1135
+05
WA
TER
ED
GE
1135
+40
CL
CR
EE
K11
36+2
2 W
ATE
R E
DG
E
1134
+24
WA
TER
ED
GE
1134
+60
CL
CR
EE
K11
35+4
1 W
ATE
R E
DG
E
1108
+45
1084
+32
1083
+04
1081
+10
1080
+43
1060
+99
1057
+36
ABRASION RESISTANT OVERCOAT
MA
TCH
LIN
E
104
0+00
MA
TCH
LIN
E
117
0+00
LAT. 45.010535LONG. -97.938257
LAT. 44.996071LONG. -97.937540
1073
+04
M.P
. 284
1125
+84
M.P
. 285
TEST SECTION 3B-1ILTO-025-2010
UEI
SEE NOTE #5SEE NOTE #5
(10)(7)(7)(27)
SEE NOTE #5
1) ALL CHAINAGES ARE IN FEET UNLESS OTHERWISE SPECIFIED.
2) DATUM ELEVATION AND PROJECTION ARE BASED ON MEAN SEA LEVEL AND NAD 83.
3) FIELD PIPE LOCATING REQUIRED TO DETERMINE PLACEMENT OF PIPELINE WITHIN PERMANENT EASEMENT.
4) UNLESS OTHERWISE NOTED, 48 INCHES MINIMUM COVER EXCEPT 36 INCHES IN AREAS OF CONSOLIDATED ROCK.
5) NO ACTUAL AS-BUILT GROUND SHOTS WERE TAKEN AT THIS LOCATION. THE PROFILE REPRESENTS A PROJECTION FROM SHOTS TAKEN AT 150' TO 250' INTERVALS.
7) THE SUBSTANTIAL CONSTRUCTION COMPLETION DATE, BASED ON
8) ORIGINAL IN-SERVICE DATE OF THE KEYSTONE PIPELINE (PHASE 1): JUNE 30, 2010.
9) CPS CALCULATION DATE: MAY 2010.
10) ORION STATION SERIES NUMBER: 1182700.
6) THE TYPE OF COATING APPLIED TO THE FIELD WELDS DURING THE ORIGINAL CONSTRUCTION WAS TWO COMPONENT LIQUID EPOXY. THE COATING PRODUCTS USED WERE DENSO 7200 OR SPC SP-2888.
11) TO DETERMINE THE MILE POST AT A GIVEN LOCATION, ADD THE 3D STATION NUMBER FROM THIS SEGMENT TO STATION NUMBER 13922+16 AND DIVIDE BY 5280.
CALIPER PIG RUN, WAS OCTOBER 08, 2009 FOR M.P. 259.21 TO M.P. 301.75 AND OCTOBER 10, 2009 FOR M.P. 301.75 TO M.P. 343.98.
M.P. 283.39 TO M.P. 285.85
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1833
-03-
ML-
02-0
10
FOR
CO
NTI
NU
ATIO
N S
EE
DW
G.
1833
-03-
ML-
02-0
08
10/02/086.3'
CV
R.
3.5'
CLR
. (A
BO
VE
)
5.0'
CV
R.
2.5'
CLR
. (A
BO
VE
)
285