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Appendices
Appendix A
Hydrology Figures
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StumpLake
DevilsLake
PelicanLake
SixmileBay
CreelBay
LakeIrvine Lake
AliceDry
Lake
Alsen
Loma
Maza
Calio
Devils Lake
Harvey
Minto
Rolla
Mcville
Park River
Langdon
Mylo
Crary
Lakota
Inkster
Adams
Lawton
Tolna
Walhalla
Niagara
Warwick
Northwood
St Thomas
Petersburg
Brocket
Crystal
Maddock
Cavalier
Cando
Pembin
DHoople
Milton
Larimore
Munich
Anamoose
Sarles
Michigan
Ardoch
Oberon
Esmond
Nekoma
Balta
Egeland
Neche
Pekin
Forest River
Bisbee
York
Lankin
Fairdale
Wales
Edmore
St John
Rocklake
Hensel
Manv
Edinburg
Churchs Ferry
Hamilton
Wolford
Bathgate
Osnabrock
Gilby
Brinsmade
Hannah
Minnewaukan
Perth
Calvin
Grafton
Pisek
Hansboro
Sheyenne
Mountain
Martin
Hampden
Starkweather
Conway
Emerado
Leeds
Fordville
GretnaEm
ND Pumped Outlet
Devils LakeNatural Outlet
Penn
Akra
Garske
Webster
Arvilla
MekinockFort Totten
Goose River
Pembina R iver
Tu
Tong u
Park
Bea
Goos e Creek
S
South Branch Park River
Middle Branch Park River
North Branch Park River
Cha
nn el A
Shey enne River
Mauvais (Big) Coulee
05101000
05099400
05090000
05084000
05056665
05056500
05056255
05056241
05056239
05056222 05056215
05056200
0505610005056060
05055400
0505530005055260
05054500
05056400
05089500
05088500
05100800
05056410
05056085
05055000
05056244
05101500
05056247
05056270
05088000
05092200
05056403
05055200
05098800
0508360005056390
05100500
05084500
05098820
05089100
05056636
05100480
05055100
05100460
05089000
05055520
05055500
BensonCounty
CavalierCounty
RamseyCounty
WalshCounty
PierceCounty
TownerCounty
RoletteCounty
NelsonCounty
PembinaCounty
Grand ForksCounty
WellsCounty Eddy
County
MchenryCounty
SheridanCounty
£¤281
£¤2£¤2
£¤2
£¤2
UV17
UV1
UV5
UV19
UV15
UV32
UV30
UV18
UV66
UV3
UV60
UV20
UV35
UV43
UV57
UV18
UV20
UV20
UV66
UV32
UV66
UV18
UV3
UV19
UV20
UV5
UV32
UV66
UV66
UV3
UV30UV31Ba
rr F
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r: D
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12/
10/2
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File
: I:\
Proj
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Dev
ils L
ake.
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ow
Major Watersheds
Counties
Cities
!> USGS Gaging Stations
MinnesotaNorthDakota
Manitoba
SouthDakota
Map Date: 12/6/2010
Figure 1DEVILS LAKE WATERSHED
BNSF Railroad GradeRaise Feasibility Study
Devils Lake to Churchs Ferry, ND
Approximate Area of BNSF Railroad Grade Raise
0 9 184.5
Miles
I0 10 20 305
Kilometers
1457
1458
1459
1460
1461
1462
1463
1464
1465
0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 540 570 600 630 660 690 720 750 780
Elev
atio
n (N
GV
D 2
9, fe
et)
Time (days)
Figure 3: Potential Water Surface Elevations of Devils Lake at Natural Outlet to Tolna Coulee(assumes starting water surface elevation of 1458 feet (NGVD 29) and 4-month inflow trianulized)
Probable Maximum Flood, 2.9 million acre-feet of runoff (no lake slope)
Inflow Design Flood (1/2 PMF), 1.4 million acre-feet of runoff (no lake slope)
1% (100-year) Event, 1.3 million acre-feet of runoff (no lake slope)
Peak elevation = 1464.5
Peak elevation = 1461.9
Peak elevation = 1461.5
Figure 4 U.S. Highway 2 Bridge at Mauvais Coulee
Figure 5 U.S. Highway 2 Bridge at Channel A
Figure 6-1 BNSF Bridge at Channel A
Figure 6-2 BNSF Bridge at Channel A
Figure 7-1 BNSF Bridge at Mauvais Coulee
Figure 7-2 BNSF Bridge at Mauvais Coulee
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City ofDevils Lake
MILE POST-89
MILE POST-90
MILE POST-91
MILE POST-92
MILE POST-93
MILE POST-94
MILE POST-95
MILE POST-96
MILE POST-97
MILE POST-98
MILE POST-99
MILE POST-101
MILE POST-106
MILE POST-105
MILE POST-104
MILE POST-100
MILE POST-102
MILE POST-103
East-West FetchLength = 12.1 miles
North-South FetchLength = 12.76 miles
Critical Reach Based on Wind and Wave ActionMP 101 - MP 104.5
!. Mile Markers
Approximate Levee Centerlines
Fetch
Railroad Centerline
Critical Reach
Lake Depth (feet)0 - 1
1.1 - 2
2.1 - 5
5.1 - 10
10.1 - 20
20.1 - 30
30.1 - 56.8
Barr
Foo
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Arc
GIS
10.
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011-
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26.0
1400
0 Fi
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A
*Design Elevation of 1462 (NGVD29) [1463.2 (NAVD 1988)].Data Source: Lidar data and USGS 1/3 Arcsecond NED
Figure 8DEVILS LAKE DEPTHS AND
FETCH LOCATIONS ATDESIGN ELEVATION*BNSF Railroad GradeRaise Feasibility Study
Devils Lake to Churchs Ferry, ND
I0 5 102.5
Kilometers0 2 4 61
Miles
1/7/2011 P:\Hibbing\34 ND\36\34361002 Devils Lake RR Grade Feasibility Study\WorkFiles\Hydrology\Report\Report Figures\Figure 9 - Elevation Comparisons.xlsx
1450
1452
1454
1456
1458
1460
1462
1464
1466
1468
1470
Elev
atio
n (N
GV
D 2
9, fe
et)
Figure 9: Elevation Comparisons of Existing and Proposed Structures near Devils Lake
Existing Highway 2 Bridge over
Channel A
Existing Highway 2 Bridge over
Mauvais Coulee
Devils Lake Levees/
Embankments (1)
Existing BNSF Bridge over Channel A
(Mile-Post 92.2)
Existing BNSF Bridge over
Mauvais Coulee (Mile-Post 103.6)
Low beam = 1460.3
Top of levee = 1466-1467**
Bridge deck = 1466.0
Low beam = 1450.3
Low beam = 1452.5
Low beam = 1462.3
Bridge deck = 1466.3
Top of rail = 1459.1
Top of rail = 1455.9
Devils Lake (Creel Bay) Lake Level on Nov. 30, 2010 = 1451.4
Devils Lake Overflow = 1458.0*
Peak Lake Level for 1% (100-year) Event = 1461.5*
Peak Lake Level for Inflow Design Event (1/2PMF) = 1461.9*
Peak Lake Level for Probable Maximum Flood (PMF) = 1464.5*
(1) Under construction in 2010. Expected completion in 2011-2012.* Elevation at natural outlet at Tolna Coulee. Lake slope is assumed to be negligible. ** Design for City of Devils Lake top of levee/embankment assumed a one foot lake slope.
Effective Flow Area = 1,170 square feet
Effective Flow Area = 3,050 square feet
Effective Flow Area = 935 square feet
Effective Flow Area = ~1,000 square feet
Proposed BNSF Bridge over
Mauvais Coulee (Mile-Post 103.6)
Proposed BNSF Bridge over Channel A
(Mile-Post 92.2)
Effective Flow Area = 1,170 square feet
Effective Flow Area = 3,050 square feet
Low beam = 1462.5 Low beam = 1462.5
Top of rail = 1469
Top of subgrade = 1466
Top of subgrade = 1467
Top of rail = 1470
1470
1475
1465
1460
1455
1450
Ele
vation, F
eet (N
GV
D 2
9)
Figure 10
BNSF MAINLINE TRACK PROFILEEXISTING AND PROPOSED RAISE CONDITIONS
Devils Lake Subdivision - Line Segment 33DEVILS LAKE TO CHURCH’S FERRY, ND
100
BNSF Milepost
P:\M
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File
s\B
NS
F M
ain
line T
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.CD
R R
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03-0
1-1
1
WEST EAST
1470
1475
1465
1460
1455
1450
105 95
BridgeTop of RailEl. 1469.1
BridgeTop of RailEl. 1470.1
Proposed Top of Rail
El. 1469.1El. 1469.1
ProposedNew BNSF
Bridge
Existing BNSFBridge
Low BeamEl. 1450.3
Low Beam El. 1462.5Design LakeLevel El. 1462
Natural OutletLevel El. 1458
Lake Level Feb 2011El. 1451.7
Projected LakeLevel - Jun 2011
El. 1454 to 1455
Low BeamEl. 1452.5
BridgeTop of Rail El. 1455.9
Existing BNSFBridge
BridgeTop of Rail El. 1459.1
ProposedNew BNSF
Bridge
ChurchsFerry Penn City of
Devils Lake
Low BeamEl. 1462.5
Channel “A”(Six Mile Bay)
92.02
92MauvaisCoulee103.65
Existing Top of Rail
El. 1467
El. 1466
106107 104 103 102 101 96979899 9394 91
Proposed Top of Subgrade
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City ofDevils Lake
MILE POST-89
MILE POST-90
MILE POST-91MILE POST-92
MILE POST-93
MILE POST-94
MILE POST-95
MILE POST-96
MILE POST-97
MILE POST-98
MILE POST-99
MILE POST-101
MILE POST-106
MILE POST-105
MILE POST-104
MILE POST-100
MILE POST-102
MILE POST-103
£¤281
£¤281
20
19
17
19
£¤2
ChurchsFerry
Penn
MauvaisCoulee
Channel A
Critical Reach Based on Windand Wave ActionMP 101 - MP 104.5
Rolla Subdivision
BNSFMain Line
MILE POST-6
MILE POST-1
MILE POST-9
MILE POST-8
MILE POST-7
MILE POST-5
MILE POST-4
MILE POST-3
MILE POST-2
MILE POST-13
MILE POST-12
MILE POST-11
MILE POST-10
!. BNSF Mile MarkersApproximate Levee LocationRailroad CenterlineBNSF Grade RaiseBNSF Grade Raise Critical Reach
Lake Outline1454 Forecast Lake Level Summer 20111462 Design Lake Level
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04\D
evils
Lake
Outl
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Des
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*Design Elevation of 1462 (NGVD29) [1463.2 (NAVD 1988)].Data Source: Lidar data and USGS 1/3 Arcsecond NED
Figure 11DEVILS LAKE OUTLINE
AT DESIGN LAKE ELEVATION AND ATFORECAST 2011 LEVEL
BNSF Railroad GradeRaise Feasibility Study
Devils Lake to Churchs Ferry, ND
I0 52.5
Kilometers0 2 4 61
Miles
Figure 122011 PROBABILITY FORECAST FOR
LEVEL OF DEVILS LAKE, NDPublished 3 March 2011 by National Weather Service
BNSF Railroad Grade Raise Feasibility StudyDevils Lake to Churchs Ferry, ND
Barr Footer: ArcGIS 10.0, 2011-03-06 14:04:28.485000 File: I:\Projects\34\36\1002\Maps\Reports\2011_03_07\Figure 12 2011 Probability Forecasat for Level of Devils Lake ND.mxd User: TJA
