EAST SAVANNA RIVER · 2. Construction mats will be installed in wetlands as described in the EPP. 3. ECDs will be installed as described in the EPP. 4. Construction procedures and
12
EAST SAVANNA RIVER MDNR ID 57 / SURVEY ID s-51n21w20-a ST. LOUIS COUNTY, MINNESOTA S20-T51N-R21W HALDEN TWP MN-SL-007.000
PROPOSED ENBRIDGE L3R PIPELINE OTHER PIPELINE PERMANENT RIGHT OF WAY TEMPORARY WORKSPACE WATERBODY (ROSGEN SURVEY - THALWEG) OVERHEAD POWER TRACT BOUNDARY WETLAND ADDITIONAL TEMPORARY WORKSPACE TRACT ID ROSGEN SURVEY POINT - WATER SURFACE ROSGEN SURVEY POINT - RIVER BOTTOM (THALWEG) HDD ENTRY EXIT POINT
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MN-XX-XX-XXX.XXX
AutoCAD SHX Text
REVISION-DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHK'D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
DWN. BY:
AutoCAD SHX Text
PROJ. ENGR.
AutoCAD SHX Text
CLIENT APP.
AutoCAD SHX Text
PROJ. MGR.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
FOR ENVIRONMENTAL REVIEW PURPOSES ONLY
AutoCAD SHX Text
IMAGERY
AutoCAD SHX Text
CHANNEL CROSS SECTION NOTE: 1. CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON TOPOGRAPHIC/BATHYMETRIC SURVEY(S), AND AS SUCH DO NOT REFLECT CHANGES TO THE CHANNEL THAT MAY HAVE OCCURRED SINCE THAT TIME
AutoCAD SHX Text
B-93-5.84-MDNR-57-S22D-0
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
PRIMARY METHOD - HDD
AutoCAD SHX Text
CROSSING OF EAST SAVANNA RIVER
AutoCAD SHX Text
ENBRIDGE MP 1085.9
AutoCAD SHX Text
ST. LOUIS COUNTY, MINNESOTA
AutoCAD SHX Text
NOTED
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR PERMIT APPLICATION
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
BAB
AutoCAD SHX Text
BAB
AutoCAD SHX Text
2018
AutoCAD SHX Text
2018 SUMMER
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
NOTES 1. BANKFULL DATA NOT AVAILABLEBANKFULL DATA NOT AVAILABLE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
1230
AutoCAD SHX Text
1235
AutoCAD SHX Text
1240
AutoCAD SHX Text
1245
AutoCAD SHX Text
1250
AutoCAD SHX Text
1230
AutoCAD SHX Text
1235
AutoCAD SHX Text
1240
AutoCAD SHX Text
1245
AutoCAD SHX Text
1250
AutoCAD SHX Text
-3+22
AutoCAD SHX Text
-3+00
AutoCAD SHX Text
-2+50
AutoCAD SHX Text
-2+00
AutoCAD SHX Text
-1+50
AutoCAD SHX Text
-1+00
AutoCAD SHX Text
-0+50
AutoCAD SHX Text
0+00
AutoCAD SHX Text
0+40
PROJECT NO.
SHEET NO.
APP
.B
YC
HK
'DR
EV
ISIO
N D
ESC
RIP
TIO
ND
AT
EN
O.
2424
Eas
t 21s
t Stre
etSu
ite 5
10Tu
lsa,
Okl
ahom
a 7
4114
RE
VIS
ION
SCA
LE
APP
RO
VE
DC
HE
CK
ED
DR
AW
ING
LA
BE
L
LO
CA
TIO
N:
DA
TE
DR
AW
N
J.D.H
air&
Associates,Inc.
Con
sulti
ng E
ngin
eers
PL
AN
AN
D P
RO
FIL
E36
-IN
CH
PIP
EL
INE
CR
OSS
ING
OF
TH
E S
AV
AN
NA
RIV
ER
BY
HO
RIZ
ON
TA
L D
IRE
CT
ION
AL
DR
ILL
ING
Enbridge\1404
LIN
E 3
PIP
EL
INE
PR
OJE
CT
D1085
AutoCAD SHX Text
P1
AutoCAD SHX Text
SAVANNA RIVER
AutoCAD SHX Text
08/30/18
AutoCAD SHX Text
KWW
AutoCAD SHX Text
SHOWN FOR D-SIZED PLOT
AutoCAD SHX Text
GENERAL LEGEND
AutoCAD SHX Text
PROTECTION OF EXISTING FACILITIES CONTRACTOR SHALL UNDERTAKE THE FOLLOWING STEPS PRIOR TO COMMENCING DRILLING OPERATIONS. 1. CONTACT THE UTILITY LOCATION/NOTIFICATION CONTACT THE UTILITY LOCATION/NOTIFICATION SERVICE FOR THE CONSTRUCTION AREA. 2. POSITIVELY LOCATE AND STAKE ALL EXISTING POSITIVELY LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. ANY FACILITIES LOCATED WITHIN 10 FEET OF THE DESIGNED DRILLED PATH SHALL BE EXPOSED. 3. MODIFY DRILLING PRACTICES AND DOWNHOLE MODIFY DRILLING PRACTICES AND DOWNHOLE ASSEMBLIES AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES.
AutoCAD SHX Text
DRILLED PATH NOTES 1. DRILLED PATH STATIONING IS IN FEET BY DRILLED PATH STATIONING IS IN FEET BY HORIZONTAL MEASUREMENT AND IS REFERENCED TO CONTROL ESTABLISHED FOR THE DRILLED SEGMENT. 2. DRILLED PATH COORDINATES REFER TO CENTERLINE OF DRILLED PATH COORDINATES REFER TO CENTERLINE OF PILOT HOLE AS OPPOSED TO TOP OF INSTALLED PIPE.
AutoCAD SHX Text
1140
AutoCAD SHX Text
1160
AutoCAD SHX Text
1180
AutoCAD SHX Text
1200
AutoCAD SHX Text
1220
AutoCAD SHX Text
1240
AutoCAD SHX Text
1260
AutoCAD SHX Text
1280
AutoCAD SHX Text
1280
AutoCAD SHX Text
1260
AutoCAD SHX Text
1240
AutoCAD SHX Text
1220
AutoCAD SHX Text
1200
AutoCAD SHX Text
1180
AutoCAD SHX Text
1160
AutoCAD SHX Text
20+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
1140
AutoCAD SHX Text
0+00
AutoCAD SHX Text
ENTRY POINT @ 10° 0+00.00, 1244.28 N 469926.94, E 2641362.40
AutoCAD SHX Text
0+00
AutoCAD SHX Text
P.C. 10° SAG BEND 0+29.54, 1239.07 RADIUS = 3,600'
AutoCAD SHX Text
P.C. 8° SAG BEND 7+54.68, 1184.38 RADIUS = 3,600'
AutoCAD SHX Text
P.T. 10° SAG BEND 6+54.68, 1184.38
AutoCAD SHX Text
P.T. 8° SAG BEND 12+55.70, 1219.41
AutoCAD SHX Text
SCALE: 1"=100' HORIZONTAL
AutoCAD SHX Text
%%uPROFILE
AutoCAD SHX Text
1"= 20' VERTICAL
AutoCAD SHX Text
EXIT POINT @ 8° 14+46.98, 1246.29 N 469909.97, E 2642809.28
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
SCALE: 1"=100'
AutoCAD SHX Text
ACM
AutoCAD SHX Text
JSP
AutoCAD SHX Text
DESIGNED DRILLED ALIGNMENT
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
0
AutoCAD SHX Text
50
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
DRILLED PATH ENTRY/EXIT POINT
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
ST.LOUIS COUNTY, MINNESOTA
AutoCAD SHX Text
NOTE: PLACEMENT OF HORIZONTAL DRILLING RIG IS NOT FIXED BY DESIGNATION OF ENTRY AND EXIT POINTS. DRILLING RIG PLACEMENT AND/OR THE USE OF DUAL RIGS SHALL BE AT CONTRACTOR'S OPTION.
AutoCAD SHX Text
TOPOGRAPHIC SURVEY NOTES 1. TOPOGRAPHIC SURVEY DATA PROVIDED BY ENBRIDGE, TOPOGRAPHIC SURVEY DATA PROVIDED BY ENBRIDGE, SUPERIOR, WISCONSIN. 2. NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET NORTHINGS AND EASTINGS ARE IN U.S. SURVEY FEET REFERENCED TO MINNESOTA STATE PLANE COORDINATES, NORTH ZONE, NAD 83. 3. ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88.ELEVATIONS ARE IN FEET REFERENCED TO NAVD 88.
AutoCAD SHX Text
DESIGNED DRILLED PROFILE 36" O.D., 0.750" W.T., API 5L X-70, STEEL LINE PIPE
AutoCAD SHX Text
PROPOSED CENTERLINE 36" LINE 3 PIPELINE
AutoCAD SHX Text
PILOT HOLE TOLERANCES THE PILOT HOLE SHALL BE DRILLED TO THE TOLERANCES LISTED BELOW. HOWEVER, IN ALL CASES, RIGHT-OF-WAY RESTRICTIONS AND CONCERN FOR ADJACENT FACILITIES SHALL TAKE PRECEDENCE OVER THESE TOLERANCES. 1. ENTRY POINT: AS STAKED BY COMPANY ENTRY POINT: AS STAKED BY COMPANY 2. EXIT POINT: UP TO 10 FEET SHORT OR 20 FEET LONG EXIT POINT: UP TO 10 FEET SHORT OR 20 FEET LONG RELATIVE TO THE DESIGNED EXIT POINT; UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT 3. ELEVATION: UP TO 2 FEET ABOVE AND 10 FEET BELOW ELEVATION: UP TO 2 FEET ABOVE AND 10 FEET BELOW THE DESIGNED PROFILE 4. ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE ALIGNMENT: UP TO 5 FEET RIGHT OR LEFT OF THE DESIGNED ALIGNMENT 5. CURVE RADIUS: NO LESS THAN 2,400 FEET BASED ON CURVE RADIUS: NO LESS THAN 2,400 FEET BASED ON A 3-JOINT AVERAGE (ASSUMING RANGE 2 DRILL PIPE)
Notes:1. Bridge location approximate.2. Bridge will be constructed in accordance with the EPP.3. Construction mats will be installed in wetlands as described in the EPP.4. ECDs will be installed as described in the EPP.5. Construction timing will be based on permit conditions.6. Streambed and bank restoration will be completed as described in the EPP.7. Permanent right-of-way width at crossing will be 50 feet.
Notes:1. Bridge location approximate.2. Bridge will be constructed in accordance with the EPP.3. Construction mats will be installed in wetlands as
described in the EPP.4. ECDs will be installed as described in the EPP.5. Construction timing will be based on permit conditions.6. Streambed and bank restoration will be completed as
described in the EPP.7. Permanent right-of-way width at crossing will be 50 feet.
Line 3 Replacement Project
Environmental Crossing Plan
ID# 59 Survey No. s-51n20w35-a
Unnamed Stream
St. Louis County, Minnesota
s-50n20w2-a
1096.5
1096.6
1096.7
1096.8
1096.9
Ahmik River
95’
120’
0 100 200Feet
1 inch = 200 feet
Minnesota
Canada
Dat
e: (1
1/3
0/2
01
8)
S
ourc
e: Z
:\C
lient
s\E
_H
\En
brid
ge
\Lin
e_
3_
Fu
ll_R
ep
lace
me
nt\
Pe
rmitt
ing
\Sta
te\P
ubl
ic_
Wa
ters
\No
v_2
01
8\L
3R
_W
ate
rs_
Ap
plic
atio
n_
Ma
pse
t_W
et_
Op
en
_C
ut_
No
v20
18
.mxdMilepost
Proposed L3R Centerline
Existing Utility
Permanent Right-of-Way
Construction Right-of-Way/ATWS
Bridge
PWI Watercourse
Field Delineated Waterbody
Delineated Wetland
PEM
PFO
PSS
November 2018
For Environmental Review Purposes Only
Line 3 Replacement Project
Environmental Crossing Plan
ID# 60 Survey No. s-50n20w2-a
Ahmik River
St. Louis County, Minnesota
Ahmik River at MP 1096.7ID#: 60T50N, R20W, S2, NENE, Forty - 11, Govt. Lot - 1Survey No. s-50n20w2-aMN DNR Kittle No. - S-002-026Crossing Method - Wet Open Cut
Notes:1. Bridge location approximate.2. Bridge will be constructed in accordance with the EPP.3. Construction mats will be installed in wetlands as described in the EPP.4. ECDs will be installed as described in the EPP.5. Construction timing will be based on permit conditions.6. Streambed and bank restoration will be completed as described in the EPP.7. Permanent right-of-way width at crossing will be 50 feet.
STONEY BROOK
MDNR ID 61 / SURVEY ID MN_NHD_22
CARLTON COUNTY, MINNESOTA
S6-T49N-R18W NORTH CARLTON TWP
T-0140-C
AutoCAD SHX Text
T-0140-C
AutoCAD SHX Text
T-0140-A
AutoCAD SHX Text
T-0140
AutoCAD SHX Text
1280
AutoCAD SHX Text
1285
AutoCAD SHX Text
1290
AutoCAD SHX Text
1280
AutoCAD SHX Text
1285
AutoCAD SHX Text
1290
AutoCAD SHX Text
-2+00
AutoCAD SHX Text
-1+00
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
CHANNEL PROFILE (A -A )1-A )
AutoCAD SHX Text
A 1
AutoCAD SHX Text
WATER SURFACE
AutoCAD SHX Text
THALWEG
AutoCAD SHX Text
A
AutoCAD SHX Text
CHANNEL CROSS SECTION (B -B )B -B )1-B ))
AutoCAD SHX Text
B 2
AutoCAD SHX Text
B 1
AutoCAD SHX Text
A 1
AutoCAD SHX Text
A 2
AutoCAD SHX Text
B 1
AutoCAD SHX Text
B 2
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
ADDITIONAL TEMPORARY WORKSPACE
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
WETLAND BOUNDARY
AutoCAD SHX Text
STONEY BROOK
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE OTHER PIPELINE PERMANENT RIGHT OF WAY TEMPORARY WORKSPACE WATERBODY (ROSGEN SURVEY - THALWEG) TRACT BOUNDARY TEMPORARY MAT ROAD AND SPAN BRIDGE WETLAND ADDITIONAL TEMPORARY WORKSPACE TRACT ID ROSGEN SURVEY POINT - WATER SURFACE ROSGEN SURVEY POINT - RIVER BOTTOM (THALWEG)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MN-XX-XX-XXX.XXX
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
100
AutoCAD SHX Text
50
AutoCAD SHX Text
0
AutoCAD SHX Text
25
AutoCAD SHX Text
TEMPORARY MAT ROAD AND SPAN BRIDGE WITH IN-STREAM SUPPORT
AutoCAD SHX Text
NOTES 1. NO FEMA DIGITAL FLOODPLAIN DATA AVAILABLE NO FEMA DIGITAL FLOODPLAIN DATA AVAILABLE 2. BANKFULL DATA NOT AVAILABLEBANKFULL DATA NOT AVAILABLE
AutoCAD SHX Text
REVISION-DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHK'D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
DWN. BY:
AutoCAD SHX Text
PROJ. ENGR.
AutoCAD SHX Text
CLIENT APP.
AutoCAD SHX Text
PROJ. MGR.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
FOR ENVIRONMENTAL REVIEW PURPOSES ONLY
AutoCAD SHX Text
IMAGERY
AutoCAD SHX Text
CHANNEL CROSS SECTION NOTE: 1. CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON TOPOGRAPHIC/BATHYMETRIC SURVEY(S), AND AS SUCH DO NOT REFLECT CHANGES TO THE CHANNEL THAT MAY HAVE OCCURRED SINCE THAT TIME
AutoCAD SHX Text
B-93-5.84-MDNR-61-S22D-0
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
PRIMARY METHOD - WET OPEN CUT
AutoCAD SHX Text
CROSSING OF STONEY BROOK
AutoCAD SHX Text
ENBRIDGE MP 1106.5
AutoCAD SHX Text
CARLTON COUNTY, MINNESOTA
AutoCAD SHX Text
NOTED
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR PERMIT APPLICATION
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
BAB
AutoCAD SHX Text
BAB
AutoCAD SHX Text
2018
AutoCAD SHX Text
2018 SUMMER
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
1275
AutoCAD SHX Text
1280
AutoCAD SHX Text
1285
AutoCAD SHX Text
1290
AutoCAD SHX Text
1295
AutoCAD SHX Text
1275
AutoCAD SHX Text
1280
AutoCAD SHX Text
1285
AutoCAD SHX Text
1290
AutoCAD SHX Text
1295
AutoCAD SHX Text
-0+67
AutoCAD SHX Text
-0+50
AutoCAD SHX Text
0+00
AutoCAD SHX Text
0+35
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE (NTS)*
AutoCAD SHX Text
WET OPEN CUT (NTS)
AutoCAD SHX Text
*TRENCH IN PROFILE IS NOT TO SCALE (NTS)
1115
1115.1
1115.2
1115.3
1115.4
1115.5
95’
120’
120’
MDNRID No. 179
UnnamedStream
Unna
med
Stre
am
0 100 200Feet
1 inch = 200 feet
Minnesota
Canada
Dat
e: (1
1/30
/201
8)
S
ourc
e: Z
:\Clie
nts\
E_H
\Enb
ridge
\Lin
e_3_
Full_
Rep
lace
men
t\Per
mitt
ing\
Stat
e\Pu
blic
_Wat
ers\
Nov
_201
8\L3
R_W
ater
s_Ap
plic
atio
n_M
apse
t_O
pen_
Cut
_Nov
2018
.mxd
Milepost
Proposed L3R Centerline
Existing Utility
Permanent Right-of-Way
Construction Right-of-Way/ATWS
MDNR-Administered Land
MDNR Rivers and Streams
Delineated Wetland
PEM
PFO
PSS
PUB
November 2018
For Environmental Review Purposes Only
Line 3 Replacement Project
Environmental Crossing Plan
ID# 62 Survey No. w-48n17w6-a
Unnamed Stream
Carlton County, Minnesota
Unnamed Stream at MP 1115.2ID#: 62T48N, R17W, S6, SESW, Forty - 34, Govt. Lot - 0Survey No. w-48n17w6-aMN DNR Kittle No. - S-002-009-001-002-001Crossing Method - Open Cut
Notes:1. Construction right-of-way width will be 95 feet.2. Construction mats will be installed in wetlands as described in the EPP.3. ECDs will be installed as described in the EPP.4. Construction procedures and methods are identified in the EPP.5. Restoration will be completed as described in the EPP.6. Permanent right-of-way width at crossing will be 50 feet.
Notes:1. Bridge location approximate.2. Bridge will be constructed in accordance with the EPP.3. Construction mats will be installed in wetlands as described in the EPP.4. ECDs will be installed as described in the EPP.5. Construction timing will be based on permit conditions.6. Streambed and bank restoration will be completed as described in the EPP.7. Permanent right-of-way width at crossing will be 50 feet.
Line 3 Replacement Project
Environmental Crossing Plan
ID# 63 Survey No. s-48n17w6-a
Unnamed Stream
Carlton County, Minnesota
s-48n17w8-a
1116.7
1116.8
1116.9
1117
1117.1
1117.2
95’
120’
Unn
amed
Stre
am
0 100 200Feet
1 inch = 200 feet
Minnesota
Canada
Dat
e: (1
1/30
/201
8)
S
ourc
e: Z
:\Clie
nts\
E_H
\Enb
ridge
\Lin
e_3_
Full_
Rep
lace
men
t\Per
mitt
ing\
Stat
e\Pu
blic
_Wat
ers\
Nov
_201
8\L3
R_W
ater
s_Ap
plic
atio
n_M
apse
t_W
et_O
pen_
Cut
_Nov
2018
.mxdMilepost
Proposed L3R Centerline
Existing Utility
Permanent Right-of-Way
Construction Right-of-Way/ATWS
Bridge
DNR Rivers and Streams
Field Delineated Waterbody
Delineated Wetland
PEM
PFO
PSS
November 2018
For Environmental Review Purposes Only
Line 3 Replacement Project
Environmental Crossing Plan
ID# 64 Survey No. s-48n17w8-a
Unnamed Stream
Carlton County, Minnesota
Unnamed Stream at MP 1116.9ID#: 64T48N, R17W, S8, NWSE, Forty - 42, Govt. Lot - 0Survey No. s-48n17w8-aMN DNR Kittle No. - S-002-009-001-001Crossing Method - Wet Open Cut
Notes:1. Bridge location approximate.2. Bridge will be constructed in accordance with the EPP.3. Construction mats will be installed in wetlands as
described in the EPP.4. ECDs will be installed as described in the EPP.5. Construction timing will be based on permit conditions.6. Streambed and bank restoration will be completed as
described in the EPP.7. Permanent right-of-way width at crossing will be 50 feet.
LITTLE OTTER CREEK
MDNR ID 65 / SURVEY ID s-48n17w16-f
CARLTON COUNTY, MINNESOTA
S16-T48N-R17W TWIN LAKES TWP
T-0084-A
AutoCAD SHX Text
SECTION 16
AutoCAD SHX Text
SECTION 15
AutoCAD SHX Text
T-0084-A
AutoCAD SHX Text
T-0083-A
AutoCAD SHX Text
1120
AutoCAD SHX Text
1125
AutoCAD SHX Text
1130
AutoCAD SHX Text
1120
AutoCAD SHX Text
1125
AutoCAD SHX Text
1130
AutoCAD SHX Text
-2+49
AutoCAD SHX Text
-2+00
AutoCAD SHX Text
-1+00
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
3+65
AutoCAD SHX Text
CHANNEL PROFILE (A -A )1-A )
AutoCAD SHX Text
A 1
AutoCAD SHX Text
WATER SURFACE
AutoCAD SHX Text
THALWEG
AutoCAD SHX Text
A
AutoCAD SHX Text
A 2
AutoCAD SHX Text
A 1
AutoCAD SHX Text
B 1
AutoCAD SHX Text
B 2
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
ADDITIONAL TEMPORARY WORKSPACE
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
WETLAND BOUNDARY
AutoCAD SHX Text
LITTLE OTTER CREEK
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE OTHER PIPELINE PERMANENT RIGHT OF WAY TEMPORARY WORKSPACE WATERBODY (ROSGEN SURVEY - THALWEG) TRACT BOUNDARY TEMPORARY MAT ROAD AND SPAN BRIDGE WETLAND ADDITIONAL TEMPORARY WORKSPACE TRACT ID ROSGEN SURVEY POINT - WATER SURFACE ROSGEN SURVEY POINT - RIVER BOTTOM (THALWEG)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MN-XX-XX-XXX.XXX
AutoCAD SHX Text
REVISION-DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHK'D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
DWN. BY:
AutoCAD SHX Text
PROJ. ENGR.
AutoCAD SHX Text
CLIENT APP.
AutoCAD SHX Text
PROJ. MGR.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
FOR ENVIRONMENTAL REVIEW PURPOSES ONLY
AutoCAD SHX Text
IMAGERY
AutoCAD SHX Text
CHANNEL CROSS SECTION NOTE: 1. CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON TOPOGRAPHIC/BATHYMETRIC SURVEY(S), AND AS SUCH DO NOT REFLECT CHANGES TO THE CHANNEL THAT MAY HAVE OCCURRED SINCE THAT TIME
AutoCAD SHX Text
B-93-5.84-MDNR-65-S22D-0
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
PRIMARY METHOD - WET OPEN CUT
AutoCAD SHX Text
CROSSING OF LITTLE OTTER CREEK
AutoCAD SHX Text
ENBRIDGE MP 1118.4
AutoCAD SHX Text
CARLTON COUNTY, MINNESOTA
AutoCAD SHX Text
NOTED
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
0
AutoCAD SHX Text
ISSUED FOR PERMIT APPLICATION
AutoCAD SHX Text
AJJ
AutoCAD SHX Text
11/2018
AutoCAD SHX Text
BAB
AutoCAD SHX Text
BAB
AutoCAD SHX Text
2018
AutoCAD SHX Text
2018 SUMMER
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
100
AutoCAD SHX Text
50
AutoCAD SHX Text
0
AutoCAD SHX Text
25
AutoCAD SHX Text
CHANNEL CROSS SECTION (B -B )B -B )1-B ))
AutoCAD SHX Text
B 2
AutoCAD SHX Text
B 1
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
50' PERMANENT
AutoCAD SHX Text
TEMPORARY MAT ROAD AND SPAN BRIDGE WITH IN-STREAM SUPPORT
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
95' TEMPORARY
AutoCAD SHX Text
120' TEMPORARY
AutoCAD SHX Text
120' TEMPORARY
AutoCAD SHX Text
NOTES 1. NO FEMA DIGITAL FLOODPLAIN DATA AVAILABLE NO FEMA DIGITAL FLOODPLAIN DATA AVAILABLE 2. BANKFULL DATA NOT AVAILABLEBANKFULL DATA NOT AVAILABLE
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE (NTS)*
AutoCAD SHX Text
WET OPEN CUT (NTS)
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
1115
AutoCAD SHX Text
1120
AutoCAD SHX Text
1125
AutoCAD SHX Text
1130
AutoCAD SHX Text
1135
AutoCAD SHX Text
1115
AutoCAD SHX Text
1120
AutoCAD SHX Text
1125
AutoCAD SHX Text
1130
AutoCAD SHX Text
1135
AutoCAD SHX Text
-0+50
AutoCAD SHX Text
0+00
AutoCAD SHX Text
0+50
AutoCAD SHX Text
0+94
AutoCAD SHX Text
TOP OF PIPE
AutoCAD SHX Text
*TRENCH IN PROFILE IS NOT TO SCALE (NTS)
11251125.1
1125.21125.3
1125.4
95’
120’
Unnamed Stream
0 100 200Feet
1 inch = 200 feet
Minnesota
Canada
Dat
e: (1
1/30
/201
8)
S
ourc
e: Z
:\Clie
nts\
E_H
\Enb
ridge
\Lin
e_3_
Full_
Rep
lace
men
t\Per
mitt
ing\
Stat
e\Pu
blic
_Wat
ers\
Nov
_201
8\L3
R_W
ater
s_Ap
plic
atio
n_M
apse
t_O
pen_
Cut
_Nov
2018
.mxd
Milepost
Proposed L3R Centerline
Existing Utility
Existing Utility
Permanent Right-of-Way
Construction Right-of-Way/ATWS
MDNR Rivers and Streams
Delineated Wetland
PEM
November 2018
For Environmental Review Purposes Only
Line 3 Replacement Project
Environmental Crossing Plan
ID# 66 Survey No. No Field Data
Unnamed Stream
Carlton County, Minnesota
Unnamed Stream at MP 1125.2ID#: 66T48N, R16W, S28, SWSE, Forty - 43, Govt. Lot - 0Survey No. No Field DataMN DNR Kittle No. - S-001.5-007Crossing Method - Open Cut
Notes:1. Construction right-of-way width will be 95 feet.2. Construction mats will be installed in wetlands as described in the EPP.3. ECDs will be installed as described in the EPP.4. Construction procedures and methods are identified in the EPP.5. Restoration will be completed as described in the EPP.6. Permanent right-of-way width at crossing will be 50 feet.
UNNAMED STREAM
MDNR ID 67 / SURVEY ID CR144aWB
CARLTON COUNTY, MINNESOTA
S34-T48N-R16W SILVER BROOK TWP
MN-CR-144.000
AutoCAD SHX Text
MN-CR-143.000
AutoCAD SHX Text
MN-CR-144.000
AutoCAD SHX Text
965
AutoCAD SHX Text
970
AutoCAD SHX Text
965
AutoCAD SHX Text
970
AutoCAD SHX Text
-2+92
AutoCAD SHX Text
-2+00
AutoCAD SHX Text
-1+00
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
CHANNEL PROFILE (A -A )1-A )
AutoCAD SHX Text
A 1
AutoCAD SHX Text
A 2
AutoCAD SHX Text
NOTES 1. NO FEMA DIGITAL FLOODPLAIN DATA AVAILABLENO FEMA DIGITAL FLOODPLAIN DATA AVAILABLE
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE OTHER PIPELINE PERMANENT RIGHT OF WAY TEMPORARY WORKSPACE WATERBODY (ROSGEN SURVEY - THALWEG) FENCE TRACT BOUNDARY TEMPORARY MAT ROAD AND SPAN BRIDGE WETLAND ADDITIONAL TEMPORARY WORKSPACE TRACT ID ROSGEN SURVEY POINT - WATER SURFACE ROSGEN SURVEY POINT - RIVER BOTTOM (THALWEG)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
*TRENCH IN PROFILE IS NOT TO SCALE (NTS)
AutoCAD SHX Text
MN-XX-XX-XXX.XXX
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PROPOSED ENBRIDGE L3R PIPELINE (NTS)*
AutoCAD SHX Text
WATER SURFACE
AutoCAD SHX Text
THALWEG
AutoCAD SHX Text
DRY CROSSING (NTS)
AutoCAD SHX Text
REVISION-DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHK'D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
DWN. BY:
AutoCAD SHX Text
PROJ. ENGR.
AutoCAD SHX Text
CLIENT APP.
AutoCAD SHX Text
PROJ. MGR.
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
FOR ENVIRONMENTAL REVIEW PURPOSES ONLY
AutoCAD SHX Text
IMAGERY
AutoCAD SHX Text
CHANNEL CROSS SECTION NOTE: 1. CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON CHANNEL LOCATIONS, DIMENSIONS, AND/OR ELEVATIONS ARE BASED ON TOPOGRAPHIC/BATHYMETRIC SURVEY(S), AND AS SUCH DO NOT REFLECT CHANGES TO THE CHANNEL THAT MAY HAVE OCCURRED SINCE THAT TIME
