USAED-St Paul
USAED-St Paul |
CEMVP Plan 500-1-1 Tab F
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Rivers are listed in alphabetical order. Locations along the river are listed in order from upstream to downstream ____________________________________________________________________
BARABOO RIVER at Baraboo, WI................................... F-01
BEAR CREEK at Rochester, MN.................................... F-01
BIG FORK RIVER at Big Falls, MN................................ F-01
BIG SANDY LAKE at Sandy Lake Reservoir......................... F-02
BLACK RIVER at Galesville, WI.................................. F-02
BLACK RIVER at Neillsville, WI................................. F-02
BLUE EARTH RIVER near Rapidan, MN.............................. F-03
BOIS DE SIOUX RIVER at White Rock Dam Pool..................... F-03
BOIS DE SIOUX RIVER at White Rock Dam Tailwater................ F-03
BUFFALO RIVER at Sabin, MN..................................... F-04
BUFFALO RIVER near Dilworth, MN................................ F-04
BUFFALO RIVER at Hawley, MN.................................... F-04
CHIPPEWA RIVER at Milan, MN.................................... F-05
CHIPPEWA RIVER at Watson Sag Weir, Chippewa Diversion.......... F-05
CHIPPEWA RIVER at Durand, WI................................... F-05
CHIPPEWA RIVER at Eau Claire, WI............................... F-05
CHIPPEWA RIVER at Chippewa Falls, WI........................... F-06
CHIPPEWA RIVER near Bruce, WI.................................. F-06
COTTONWOOD RIVER at New Ulm, MN................................ F-06
COTTONWOOD RIVER at Springfield, MN............................ F-07
CROSS LAKE at Crosslake, MN.................................... F-07
CROW RIVER at Rockford, MN..................................... F-07
CROW RIVER at Delano, MN....................................... F-08
CROW RIVER at Watertown, MN.................................... F-08
DES LACS RIVER at Foxholm, ND.................................. F-08
EAU GALLE RIVER at Spring Valley, WI........................... F-09
FOREST RIVER at Fordville, ND.................................. F-09
FOREST RIVER at Minto, ND...................................... F-09
GOOSE RIVER at Hillsboro, ND................................... F-09
GULL LAKE at Brainerd, MN...................................... F-10
KICKAPOO RIVER at Stueben, WI.................................. F-10
KICKAPOO RIVER at Gays Mills, WI............................... F-10
KICKAPOO RIVER at Soldiers Grove, WI........................... F-11
KICKAPOO RIVER at Readstown, WI................................ F-11
KICKAPOO RIVER at Viola, WI.................................... F-11
KICKAPOO RIVER at La Farge, WI................................. F-12
KICKAPOO RIVER at Ontario, WI.................................. F-12
LAC QUI PARLE RIVER at Lac Qui Parle, MN....................... F-13
LA CROSSE RIVER at West Salem, WI.............................. F-13
LAKE OF THE WOODS at Warroad, MN............................... F-14
LAKE OF THE WOODS at Kenora, Ontario........................... F-14
LE SUEUR RIVER at Rapidan, MN.................................. F-15
LEECH LAKE near Federal Dam, MN................................ F-15
LEECH LAKE RIVER at Mud Lake, MN............................... F-15
LEMONWEIR RIVER at New Lisbon, WI.............................. F-16
MAPLE RIVER at Mapleton, ND.................................... F-16
MAPLE RIVER at Enderlin, ND.................................... F-17
MARSH RIVER at Ada, MN......................................... F-17
MARSH RIVER at Shelly, MN...................................... F-17
MIDDLE RIVER at Argyle, MN..................................... F-17
MINNESOTA RIVER at Ortonville, MN.............................. F-18
MINNESOTA RIVER at Lac Qui Parle Reservoir Pool................ F-18
MINNESOTA RIVER at Lac Qui Parle Reservoir Tailwater........... F-18
MINNESOTA RIVER at Granite Falls, MN........................... F-19
MINNESOTA RIVER at Montevideo, MN.............................. F-20
MINNESOTA RIVER at New Ulm, MN................................. F-20
MINNESOTA RIVER at Mankato, MN................................. F-21
MINNESOTA RIVER at St Peter, MN................................ F-21
MINNESOTA RIVER at Le Sueur, MN................................ F-22
MINNESOTA RIVER at Henderson, MN............................... F-22
MINNESOTA RIVER at Shakopee, MN................................ F-22
MINNESOTA RIVER at Jordan, MN.................................. F-23
MINNESOTA RIVER at Carver, MN.................................. F-23
MINNESOTA RIVER at Chaska, MN.................................. F-23
MINNESOTA RIVER at Savage, MN.................................. F-24
MINNESOTA RIVER at Mendota, MN................................. F-24
MISSISSIPPI RIVER at Knutson Dam............................... F-24
MISSISSIPPI RIVER at Lake Winnibigoshish Reservoir, MN......... F-25
MISSISSIPPI RIVER at Pokegama Lake Reservoir, MN............... F-25
MISSISSIPPI RIVER at Libby, MN................................. F-25
MISSISSIPPI RIVER at Aitkin, MN................................ F-26
MISSISSIPPI RIVER at Fort Ripley, MN........................... F-26
MISSISSIPPI RIVER at Anoka, MN................................. F-27
MISSISSIPPI RIVER near Anoka, MN............................... F-27
MISSISSIPPI RIVER at Minneapolis, MN........................... F-27
MISSISSIPPI RIVER at St Paul, MN............................... F-28
MISSISSIPPI RIVER at South St Paul, MN......................... F-28
MISSISSIPPI RIVER at Hastings, MN.............................. F-29
MISSISSIPPI RIVER at Prescott, WI.............................. F-29
MISSISSIPPI RIVER at Red Wing, MN.............................. F-30
MISSISSIPPI RIVER at Lake City, MN............................. F-30
MISSISSIPPI RIVER at Wabasha, MN............................... F-31
MISSISSIPPI RIVER near Alma, WI................................ F-31
MISSISSIPPI RIVER at Winona, MN................................ F-32
MISSISSIPPI RIVER at La Crosse, WI............................. F-33
MISSISSIPPI RIVER at Lansing, IA............................... F-33
MISSISSIPPI RIVER at Prairie du Chien, WI...................... F-33
MISSISSIPPI RIVER at Marquette, MN............................. F-34
MISSISSIPPI RIVER at McGregor, IA.............................. F-34
MISSISSIPPI RIVER at Clayton, IA............................... F-35
MISSISSIPPI RIVER at Guttenberg, IA............................ F-35
MUSTINKA RIVER at Wheaton, MN.................................. F-36
NAMAKAN LAKE at Kettle Falls, MN............................... F-36
OTTERTAIL RIVER at Orwell Dam Pool............................. F-36
OTTERTAIL RIVER below Orwell Dam............................... F-37
PARK RIVER at Grafton, ND...................................... F-37
PARK RIVER SOUTH BRANCH at Homme Dam Pool...................... F-37
PARK RIVER SOUTH BRANCH at Homme Dam Tailwater................. F-38
PEMBINA RIVER at Neche, ND..................................... F-38
PEMBINA RIVER at Wahhalla, ND.................................. F-38
POMME DE TERRE RIVER at Appleton, MN........................... F-39
POPLAR RIVER at Owen, WI....................................... F-39
RAINY LAKE at Thunder Bay, Ontario............................. F-39
RED RIVER OF THE NORTH at Wahpeton, ND......................... F-40
RED RIVER OF THE NORTH at Fargo, ND............................ F-41
RED RIVER OF THE NORTH at Halstad, MN.......................... F-42
RED RIVER OF THE NORTH at Grand Forks, ND...................... F-43
RED RIVER OF THE NORTH at Oslo, MN............................. F-44
RED RIVER OF THE NORTH at Drayton, ND.......................... F-44
RED RIVER OF THE NORTH at Pembina, ND.......................... F-44
RED RIVER OF THE NORTH at Emerson, Manitoba.................... F-45
RED LAKE RIVER at Red Lake Dam Pool............................ F-45
RED LAKE RIVER at Red Lake Dam Tailwater....................... F-46
RED LAKE RIVER at High Landing, MN............................. F-46
RED LAKE RIVER at Crookston, MN................................ F-47
REDWOOD RIVER near Redwood Falls, MN........................... F-47
REDWOOD RIVER near Marshall, MN................................ F-48
REDWOOD RIVER Diversion Channel at Marshall, MN................ F-48
ROOT RIVER at Houston, MN...................................... F-48
ROOT RIVER near Houston, MN.................................... F-49
ROOT RIVER at Hokah, MN........................................ F-49
ROOT RIVER at Rushford, MN..................................... F-50
ROOT RIVER at Lanesboro, MN.................................... F-50
ROOT RIVER at Preston, MN...................................... F-51
ROOT RIVER SOUTH FORK at Houston, MN........................... F-52
ROSEAU RIVER at Roseau, MN..................................... F-52
ROSEAU RIVER at Ross, MN....................................... F-53
RUM RIVER at St Francis, MN.................................... F-53
RUSH CREEK at Rushford, MN..................................... F-53
ST CROIX RIVER at Stillwater, MN............................... F-54
ST CROIX RIVER at St Croix Falls, WI........................... F-55
SAND HILL RIVER at Beltrami, MN................................ F-55
SANDHILL RIVER at Climax, MN................................... F-55
SNAKE RIVER at Warren, MN...................................... F-56
SNAKE RIVER at Alvarado, MN.................................... F-56
SHEYENNE RIVER at Cooperstown, ND.............................. F-57
SHEYENNE RIVER at Baldhill Dam Pool............................ F-57
SHEYENNE RIVER at Baldhill Dam Tailwater....................... F-58
SHEYENNE RIVER at Valley City, ND.............................. F-58
SHEYENNE RIVER at Lisbon, ND................................... F-58
SHEYENNE RIVER at Kindred, ND.................................. F-59
SHEYENNE RIVER at West Fargo Diversion......................... F-59
SHEYENNE RIVER at West Fargo, ND............................... F-60
SHEYENNE RIVER at Harwood, ND.................................. F-60
SOURIS RIVER at Sherwood, ND................................... F-61
SOURIS RIVER at Lake Darling, ND............................... F-61
SOURIS RIVER near Foxholm, ND.................................. F-61
SOURIS RIVER above Minot, ND................................... F-62
SOURIS RIVER at Minot, ND...................................... F-62
SOURIS RIVER at Logan, ND...................................... F-63
SOURIS RIVER at Sawyer, ND..................................... F-63
SOURIS RIVER at Velva, ND...................................... F-63
SOURIS RIVER at Verendrye, ND.................................. F-63
SOURIS RIVER near Verendrye, ND................................ F-64
SOURIS RIVER at Towner, ND..................................... F-64
SOURIS RIVER at Bantry, ND..................................... F-65
SOURIS RIVER at Westhope, ND................................... F-65
TONGUE RIVER at Cavalier, ND................................... F-66
TONGUE RIVER at Akra, ND....................................... F-66
TWO RIVERS SOUTH BRANCH at Hallock, MN......................... F-67
TWO RIVERS SOUTH BRANCH at Lake Bronson, MN.................... F-67
TREMPEALEAU RIVER at Arcadia, WI............................... F-68
TREMPEALEAU RIVER at Dodge, WI................................. F-68
TURTLE RIVER at Manvel, ND..................................... F-69
UPPER IOWA RIVER at Dorchester, IA............................. F-69
UPPER IOWA RIVER at Decorah, IA................................ F-70
WATONWAN RIVER at Garden City, MN.............................. F-70
WHITEWATER RIVER at Beaver, MN................................. F-70
WILD RICE RIVER at Abercrombie, ND............................. F-71
WILD RICE RIVER at Twin Valley, MN............................. F-71
WILD RICE RIVER at Ada, MN..................................... F-72
WILD RICE RIVER at Hendrum, MN................................. F-72
WISCONSIN RIVER at Muscoda, WI................................. F-73
WISCONSIN RIVER at Portage, WI................................. F-73
WISCONSIN RIVER at Wisconsin Dells, WI......................... F-74
WISCONSIN RIVER at Wisconsin Rapids, WI........................ F-74
WISCONSIN RIVER at Merrill, WI................................. F-75
YELLOW RIVER at Cadott, WI..................................... F-75
YELLOW RIVER at Babcock, WI.................................... F-76
YELLOW BANK RIVER at Odessa, MN............................... F-76
YELLOW MEDICINE RIVER at Granite Falls, MN..................... F-77
YELLOW MEDICINE RIVER SOUTH BRANCH at Minneota, MN............. F-77
ZUMBRO RIVER at Kellogg, MN.................................... F-78
ZUMBRO RIVER at Theilman, MN................................... F-78
ZUMBRO RIVER at Zumbro Falls, MN............................... F-78
ZUMBRO RIVER SOUTH FORK at Rochester, MN....................... F-79
ZUMBRO RIVER SOUTH FORK at Rochester, MN....................... F-79
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BARABOO
RIVER at Baraboo, WI Est: Dec 1913 USGS: 05405000 NWSLI: BABW3 |
18.5 | 609 | 788.21 (1929) |
16 | 16 | 17.5 | 22.8/1993 22.7/1966 22.0/2000 |
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| BEAR
CREEK at Rochester, MN NWS at Beltline NWSLI: RBCM5 |
0.5 | 993.0 (1929) |
12.0 | 13.5 | 14.89/1978 | 10 ft: State Highway 19
impassable 13.0 ft: Top of levee elevation (El: 1004) NWS cooperative observer site |
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| BIG FORK
RIVER at Big Falls, MN Est: 1909 USGS: 05132000 NWSLI: BIFM5 |
4.8 | 1480 | 1144.71 | 17.1/1950 | ||||||||
| F-01 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BIG SANDY
LAKE at Sandy Lake Reservoir Est: July 1893 USGS: 05218500 NWSLI: SDYM5 |
0.5 | 421 | 1200.0 (1929) |
18.3 | 22.0 | 22.0 | 24.82/1950 | 21.31 ft: Maximum operating limit of
Dam 18.3 ft: General Rural Damage 18.3 ft: Bank erosion and local road flooding 21.3 ft: Cottages on Sandy Lake start flooding 21.5 ft: Main Roads Impassable 22.0 ft: Start sandbagging at Dam |
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| BLACK
RIVER at Galesville, WI Est: 1931 USGS: 05382000 NWSLI: GALW3 |
12.0 | 2,080 | 658.43 (1929) |
12.0 | 13.0 | 15.0 | 15.0 | 16.6/1993 | 12 ft: Agricultural damage begins in
valley 13 ft: Houses in unprotected areas begin flooding 13 ft: Mobilization by City 14 ft: Property damage in Black River Falls. |
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| BLACK
RIVER at Neillsville, WI Est: 1905 USGS: 05381000 NWSLI: NEIW3 |
11.4 | 749 | 962.34 (1929) |
18.0 | 23.0 | 23.8/1938 | USGS Gage discontinued in 1999 | |||||
| F-02 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BLUE EARTH
RIVER near Rapidan, MN Est: July 1909 USGS: 05320000 NWSLI: RAPM5 |
11.4 | 2430 | 808.8 (1929) |
18.0 | 21.36/1965 | |||||||
| BOIS DE SIOUX
RIVER at White Rock Dam Pool Est: 1942 |
34.0 | 1160 | 900.0 (1912) |
78.0 | 80.0 | 82.0 | 81.8/1969 81.68/1997 80.75/2001 |
75 ft: Agricultural damage
begins 78 ft: Possible damage to Reservation Highway fill 80 ft: Reservation road impassable 81 ft: Dam out of operation 86 ft: Road over control structure impassable |
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| BOIS DE SIOUX
RIVER at White Rock Dam USGS Tailwater Gage Est: Oct 1941 USGS: 05050000 NWSLI: WHRM5 |
34 | 1160 | 960 (1912) |
10.0 | 10.4 | 12.0 | 14.0 | 16.90/1997 15.07/1969 15.3/2001 |
11 ft: Agricultural flooding starts | |||
| F-03 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BUFFALO
RIVER at Sabin, MN Est: March 1945 USGS: 05061500 NWSLI: SABM5 |
16.5 | 454 | 902.39 (1929) |
12.0 | 15.0 | 18.0 | 19.0 | 19.9/1975 19.2/1997 |
14 ft: Agricultural damage
begins Note: Summer flood of July 1-2, 1975 area nearly 100% flooded |
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| BUFFALO
RIVER near Dilworth, MN Est: March 1931 USGS: 05062000 NWSLI: DILM5 |
33.1 | 975 | 878.31 (1929) |
12.0 | 20.0 | 25.0 | 26.0 | 27.1/1997 | 17 ft: Start of agricultural
flooding 25 ft: US Highway 10 floods east of Glyndon |
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| BUFFALO
RIVER at Hawley, MN Est: March 1945 USGS: 05061000 NWSLI: HWYM5 |
76.0 | 325 | 1111.91 (1929) |
7.0 | 9.0 | 9.0 | 11.0 | 11.3/1921 9.76/1975 10.4/1993 10.87/2000 |
8 ft: City park floods 9 ft: US Highway 10 railroad underpass floods. | |||
| F-04 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CHIPPEWA
RIVER at Milan, MN Est: March 1937 USGS: 05304500 NWSLI: MLNM5 |
19.4 | 1880 | 959.69 (1929) |
18.03/1997 15.45/1969 |
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| CHIPPEWA
RIVER at Watson Sag Weir, Chippewa Diversion NWSLI: SAGM5 |
11.2 | 2050 | 900.0 (1929) |
47.93/1997 48.8/1969 (Upper Pool) |
Rural flooding | |||||||
| CHIPPEWA
RIVER at Durand, WI Est: July 1928 USGS: 05369500 NWSLI: DURW3 |
17.5 | 9010 | 694.59 (1929) |
11.0 | 11.0 | 13.0 | 18.4/1884 16.9/1967 15.8/1993 |
9.5 ft: Rural flooding begins 11.0 ft: Minor basement flooding Note: Regulated by NSP Hydropower |
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| CHIPPEWA
RIVER at Eau Claire, WI Grand Avenue Bridge USGS: 05367000 NWSLI: ECLW3 |
59.65 | 6630 | |
773.0 | 770.0 | 782.0 | 782.0 | 785.86/1884 | 776 ft: Basement flooding
begins 778 ft: Sandbagging needed 784 ft: Top elevation of emergency levee NWS observer site. Discontinued USGS station site. |
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| F-05 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CHIPPEWA
RIVER at Chippewa Falls, WI Est: June 1888 USGS: 05365500 NWSLI: CHFW3 |
75.5 | 5650 | 798.46 (1929) |
26.94/1884 24.8 1941 |
16.5 ft: Rural damage begins | |||||||
| CHIPPEWA
RIVER near Bruce, WI Est: Dec 1913 USGS: 05356500 NWSLI: BRUW3 |
1650 | 1059.62 (1929) |
20.46/1941 18.1/1994 |
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| COTTONWOOD
RIVER at New Ulm, MN Est: July 1909 USGS: 05317000 NWSLI: NWUM5 |
2.0 | 1300 | 796.83 (1929) |
11.0 | 14.0 | 16.0 | 18.0 | 20.86/1965 | Only minor damage caused by Cottonwood River flooding in New Ulm. 1965 stage affected by ice. | |||
| F-06 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| COTTONWOOD
RIVER at Springfield, MN Est: 1973 NWSLI: SPFM5 |
51.8 | 1000.0 (1929) |
18.0 | 19.17/1969 | 20.7 ft: Top of PL99 Levee NWS observer |
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| CROSS LAKE at PINE RIVER DAM at Crosslake, MN Est: March 1886 USGS: 05231000 NWSLI: CALM5 |
14.5 | 562 | 1200.0 (1929) |
30.5 | 34.0 | 34.0 | 34.56/1916 | 20.0 ft: Approximate channel capacity
downstream is 2000 CFS 30.3 ft: Bank erosion 34.2 ft: Local roads affected 35.3 ft: Maximum operating limits of dam |
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| CROW
RIVER at Rockford, MN Est: April 1906 USGS: 05280000 NWSLI: RKFM5 |
23.3 | 2640 | 893.08 (1929) |
10.0 | 10.0 | 10.5 | 19.7 | 19.27/1965 | 12 ft: Start to ring storm sewers if
forecast is to 16 feet 15 ft: Delano Power Plant inoperative 15 ft: Sanitary sewers affected 19.7 ft: Top of PL99 levee (Elevation 912.8) |
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| F-07 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CROW
RIVER at Delano, MN NWSLI: DELM5 |
28.7 | 1261 | 904.85 (1929) |
8.0 | 11.5 | 12.0 | 14.0 | 18.45/1965 | 11.5 ft: Sewage treatment plant
affected 12.0 ft: Storm sewers to be plugged 14.0 ft: Sanitary sewers to be plugged and pumped 20.1 ft: Top of PL99 levee (925) NWS cooperative observer |
|||
| CROW
RIVER at Watertown, MN NWSLI: WTTM5 |
35.0 | 904.85 (1929) |
13.6 | 13.0 | 15.0 | 19.0 | 19.8/1965 | 12.f ft: Sewage treatment plant and sewers affected | ||||
| DES LACS
RIVER at Foxholm, ND Est: June 1904 USGS: 05116500 NWSLI: DESN8 |
23.0 | 939 | 1632.98 (1929) |
16.0 | 17.0 | 18.0 | 19.0 | 21.23/1979 | 18 ft: Urban damage begins 20 ft: Highway 52 between Carpio and Burlington closes |
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| F-08 | ||||||||||||
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| EAU GALLE
RIVER at Spring Valley, WI Est: March 1944 USGS: 0537000 NWSLI: SPRW3 |
30.0 | 65 | 900.0 (1929) |
8.5 | 8.5 | 11.0 | 12.0 | 19.98/1942 (estimate) |
8.5 ft: Basement seepage starts 10 ft: Mile 15 to Mile 31 general agricultural damage 10 ft: State Highway 29 overtopped |
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| FOREST
RIVER at Fordville, ND Est: April 1940 USGS: 05084000 NWSLI: FDVN8 |
86.8 | 456 | 1035.0 -by topo- (1929) |
8.0 | 12.0 | 12.0 | 14.0 | 14.5/1950 | 12 ft: Residental flooding starts | |||
| FOREST
RIVER at Minto, ND Est: April 1944 USGS: 05085000 NWSLI: MTON8 |
37.2 | 740 | 806.95 (1929) |
6.0 | 8.0 | 9.9 | 11.0 | 11.8/1950 9.11/1997 |
7.5 ft: Old Highway 81 under
water 8.0 ft: Urban flooding starts |
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| GOOSE
RIVER at Hillsboro, ND Est: March 1931 USGS: 05066500 NWSLI: HGRN8 |
27.5 | 1203 | 879.52 (1929) |
7.0 | 13.0 | 16.0 | 18.0 | 18.0/1882 16.7/1979 15.5/1997 |
13 ft: City Park flooding starts | |||
| F-09 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| GULL
LAKE at Brainerd, MN Est: August 1911 USGS: 05246500 NWSLI: GLLM5 |
13.3 | 287 | 1100.0 (1929) |
94.5 | 94.5 | 95.0 | 95.05/1914 95.05/1950 |
94.75 ft: Maximum operating limit of
dam 95 ft: Major Flooding |
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| KICKAPOO
RIVER at Stueben, WI Est: May 1933 USGS: 05410490 NWSLI: STEW3 |
18.6 | 687 | 657 (1929) |
12.0 | 12.5 | 13.0 | 14.81/1978 14.4/1992 |
8 ft: General agricultural damage | ||||
| KICKAPOO
RIVER at Gays Mills, WI USGS: 05410000 NWSLI: GMIW3 |
34.0 | |
698.0 | 698.0 | 700.0 | 701.0 | 702.12/1961 | 695: Residential and business
damage 700.2: Power Plant inoperative 702.0: Water 4-6 feet deep on Main Street, businesses affected. Former USGS station site |
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| F-10 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| KICKAPOO
RIVER at Soldiers Grove, WI USGS: 05409500 NWSLI: SOGW3 |
43.4 | 700.0 (1929) |
23.0 | 24.2 | 31.0 | 33.5 | 31.63/1951 | 33.5 ft: Top of emergency levee
(733.5) Former USGS station site. |
||||
| KICKAPOO
RIVER at Readstown, WI USGS: 05409000 NWSLI: REAW3 |
49.0 | |
40.0 | 42.0 | 42.0 | 44.08/1951 | 40 ft: Street flooding begins 44 ft: Entire Kickapoo Valley flooded Former USGS station site. |
|||||
| KICKAPOO
RIVER at Viola, WI NWSLI: VIOW3 |
59.0 | |
761.0 | 110.3/1935 | ||||||||
| F-11 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| KICKAPOO
RIVER at La Farge, WI Est: Oct 1938 USGS: 05408000 NWSLI: LAFW3 |
69.7 | 266 | 781.54 (1929) |
12.0 | 10.0 | 14.5 | 14.92/1978 | |||||
| KICKAPOO
RIVER at Ontario, WI USGS: 05407500 NWSLI: ONOW3 |
89.5 | 150 | 800.0 (1929) |
70.0 | 68/1965 | 864: Bankfull 866: Bridge over Highway 131 overtopped |
||||||
| F-12 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LAC QUI PARLE
RIVER at Lac Qui Parle, MN Est: April 1910 USGS: 05300000 NWSLI: LQPM5 |
7.1 | 960 | 951.98 (1929) |
19.4/1965 (ice affected) 20.1/2001 |
||||||||
| LA CROSSE
RIVER at West Salem, WI NWSLI: WSAW3 |
12.0 | 668.0 (1912) |
10.0 | 12.5 | 12.2/1935 | |||||||
| F-13 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LAKE OF THE
WOODS at Warroad, MN NWSLI: WRDM5 |
27,200 | 1000.0 (LW Datum) |
1062 | 62.24/1989 62.5/2001 62.4/2002 |
1061-1062: 1) Lake water backs up into storm sewer lift stations. 1061-1062: 2) Low areas inundated by high NE winds. 1061-1062: 3) Flood retaining walls overtopped, streets/basements flood. above 1062: Major flooding: City infrastructure and homes | |||||||
| LAKE OF THE
WOODS at Kenora, Ontario |
1062.5 | 1063.5/1950 | 1061: Norman dam to be wide open | |||||||||
| F-14 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LE SUEUR
RIVER at Rapidan, MN Est: Oct 1939 USGS: 05320500 NWSLI: RPDM5 |
2.3 | 1100 | 775.76 (1929) |
22.7/1960 22.1/1965 |
||||||||
| LEECH
LAKE near Federal Dam, MN Est: April 1884 USGS: 05206000 NWSLI: FEDM5 |
20.5 | 1163 | 1200.0 (1929) |
96.2 | 98.0 | 98.0 | 97.88/1916 | 96.2 ft: Access to roads under water
and shoreline erosion 96.5 ft: County and township road impassible 97.94 ft: Maximum operating limits of dam |
||||
| LEECH LAKE
RIVER at Mud Lake, MN |
1200.0 (1929) |
81.0 | 81.0 | 82.0 | 82.0: Access road goes under water and homes on south side of river below Mud Lake become isolated. | |||||||
| F-15 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| LEMONWEIR
RIVER at New Lisbon, WI USGS: 05402000 NWSLI: NLSW3 |
27.0 | 507 | 867.05 (1929) |
9.0 | 13.0 | 12.94/1960 | USGS Gage Discontinued 1994 due to lack of funding | |||||
| MAPLE
RIVER at Mapleton, ND Est: 199? USGS: 05060000 NWSLI: MPLN8 |
~18.0 | 1450 | 893.53 (1929) |
902.5 | 906.5 | 907.5 | 908.0 | 909.0/1997 | 908.0: Agricultural and road
damage Gage located south of Mapleton. Gage was north of Mapleton between 1996-2000. |
|||
| F-16 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MAPLE
RIVER at Enderlin, ND Est: May 1956 USGS: 05059700 NWSLI: ENDN8 |
100.0 | 843 | 1056.72 (1929) |
9.0 | 13.0 | 14.0 | 14.5 | 15.4/1975 15.4/1997 |
USGS Gage located near Sunflower Plant | |||
| MARSH
RIVER at Ada, MN USGS: 05062900 NWSLI: AADM5 |
44.7 | 900.0 (1929) |
22.0 | 24.0 | 25.0 | 25.6/1946 | 24 ft: Agricultural damage
begins Channel modification project completed in 1954. USGS partial record station. |
|||||
| MARSH
RIVER at Shelly, MN Est: March 1944 USGS: 05067500 NWSLI: SHYM5 |
10.0 | 220 | 841.14 (1929) |
15.0 | 15.5 | 20.0 | 23.0 | 25.7/1997 24.9/2002 |
20 ft: Agricultural flooding | |||
| MIDDLE
RIVER at Argyle, MN Est: 1945 USGS: 05087500 NWSLI: ARGM5 |
14.0 | 253 | 828.53 (1929) |
14.0 | 16.6/1975 18.0/1997 |
|||||||
| F-17 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Ortonville, MN Est: February, 1938 USGS: 05292000 NWSLI: ORTM5 |
329.5 | 1160 | 956.38 (1929) |
5.2 | 10.0 | 12.5 | 12.9/1952 12.85/1997 12.1/2001 |
5.2 ft: Mile 326.5-overflows both
banks 9.0 ft: Basements flood along Highway 12 in Ortonville. |
||||
| MINNESOTA
RIVER Lac Qui Parle Pool Est: 1942 USGS: 05301000 NWSLI: LQRM5 |
288.1 | 4050 | 900.0 (1929) |
38.0 | 40.5 | 41.1 | 44.2/1997 42.5/1969 43.7/2001 |
941.2: Low point of Emergency
Spillway. 946.0: Top of dam. |
||||
| MINNESOTA
RIVER Lac Qui Parle Tailwater Est: 1942 USGS: 05301000 NWSLI: LQRM5 |
288.1 | 4050 | 900.0 (1929) |
34.0 | 34.0 | 37.0 | 39.5 | 41.64/1997 39.8/1969 40.1/2001 |
37 ft: Agricultural damage | |||
| F-18 | ||||||||||||
|
||||||||||||||||||||||||||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Granite Falls, MN Location: Water Intake Box at Hydro Plant NWSLI: GTEM5 |
253.5 | 0.0 (1929) |
888..0 | 892.0 | 897.0 | 899.3/1997 896.0/1969 895.3/2001 |
|
|||||||||||||||||||||||||||||
| F-19 | ||||||||||||||||||||||||||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Montevideo, MN Est: July 1909 USGS: 05311000 NWSLI: MVOM5 |
271.2 | 6180 | 909.12 (1929) |
14.0 | 14.0 | 16.0 | 19.0 | 21.68/1969 23.9/1997 22.2/2001 |
14 ft: Basement flooding in
Montevideo 16 ft: Start replacing emergency levees (depends on forecast) 17 ft: Water supply and storm sewers affected 18 ft: Flooding of sanitary sewers 26 ft: Top of PL99 emergency levee (1997) |
|||
| MINNESOTA
RIVER at New Ulm, MN USGS: 05316770 NWSLI: NULM5 |
147.0 | 9530 | 802.0 | 804.0 | 807.0 | 811.0/1997 809.5/1969 808.3/2001 |
804: Storm sewer pumping starts 811: Protect Water wells with sand bags Former USGS station site. |
|||||
| F-20 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Mankato, MN Est: May 1903 USGS: 05325000 NWSLI: MNKM5 |
106.2 | 14900 | 747.92 (1929) |
17.0 | 20.0 | 21.0 | 30.0 | 29.9/1881 30.1/1993 29.1/1965 |
12.8 ft: Notify city to turn on
pumps 16 ft: Start to plug storm sewers 19 ft: Sanitary sewers may be affected 22 ft: Highway 19 at Henderson floods 34.6 ft: Top of permanent levee in N. Mankato (782.5) 39.7 ft: Top of permanent levee in Mankato (787.6) 42.7 ft: Top of permanent levee in Le Hillier (794.6) Note: See Appendix C for US slope gage at mile 106.4 |
|||
| MINNESOTA
RIVER at St Peter, MN NWSLI: SPTM5 |
90.0 | 700.0 (1929) |
50.0 | 56.0 | 58.0 | 58.4/1993 58.25/1997 58.3/1965 |
61.0 ft: Top of PL99 levee (to be replaced) | |||||
| F-21 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Le Sueur, MN NWSLI: LESM5 |
75.0 | 715.04 (1929) |
22.0 | 28.0 | 30.4/1965 30.2/1997 |
Gage located at old Highway 169
bridge City of Le Sueur on high ground (733-734) |
||||||
| MINNESOTA
RIVER at Henderson, MN NWSLI: HENM5 |
67.0 | 700.0 (1929) |
33.0 | 36.0 | 39.5 | 39.6/1965 39.35/1993 37.9/1997 39.2/2001 |
Top of permanent levee
elevations: 743.4 on downstream end 744.8 upstream of Highway 19 bridge 745.1 upstream end of project 750.0 City Park Creek |
|||||
| MINNESOTA
RIVER at Shakopee, MN NWSLI: SKPM5 |
25.1 | 600.0 (1912) |
111.0 | 118.0 | 120.0 | 121.8/1965 119.7/1969 119.3/1993 |
118.0 ft: Highway 169 bridge closed. City of Shakopee is on high ground. Sewage lift station protected by levee. | |||||
| F-22 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Jordan, MN USGS: 05330000 NWSLI: JDNM5 |
39.4 | 16,200 | 690.0 (1929) |
20.0 | 20.0 | 26.0 | 34.0 | 35.8 | 20 ft: Sanitary sewers affected 24 ft: Highway 169 at Shakopee closed 25 ft: Railroad crossing flooded 34 ft: Top of PL99 levee |
|||
| MINNESOTA
RIVER at Carver, MN |
35.8 | 689.0.0 (1929) |
18.0 | 24.0 | 32.0 | 34.5 | 34.5/1965 | 22 ft: River backs up into park 22-23 ft: Watch for seepage, pump back over levee 23 ft: Railroad closure 24 ft: Homes on riverside of levee need to be moved. |
||||
| MINNESOTA
RIVER at Chaska, MN NWSLI: CSKM5 |
29.8 | 688.0 (1929) |
18.0 | 18.0 | 23.0 | 36.0 | 32.78/1993 | 18 ft: Sanitary and storm sewers
flooded 23 ft: Start replacing emegency levee 28.2 ft: Start seepage pumps 36.4 ft: Top of emergency levee (724.4) 38 ft: Top of permanent levee |
||||
| F-23 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MINNESOTA
RIVER at Savage, MN NWSLI: SAVM5 |
13.1 | 600.0 (1912) |
98.0 | 107.0 | 110.0 | 112.0 | 119.4/1965 | 110 ft: City starts storm sewer
protection 110 ft: City starts sanitary sewer protection 110 ft: Replace levee by city. Start pumping. 120 ft: Top elevation of Cargill permanent levee |
||||
| MINNESOTA
RIVER at Mendota, MN NWSLI: MNDM5 |
0.6 | 600.0 (1912) |
103.0 | 108.0 | 116.0 | 103 ft: Fort Snelling State Park
flooded. 108 ft: Cedar avenue approach flooded. 120 ft: Top elevation Highway 13 (acts as a levee) |
||||||
| MISSISSIPPI
RIVER at Knutson Dam NWSLI: CSLM5 |
1276.1 | 1090 | 1200.0 (1929) |
102.0 | 103.0 | 103.0 | 142.65 May 18, 1950 |
103 ft: Damage to cottages and
resorts around Cass Lake 103.5 ft: Protect the Box factory at Cass Lake |
||||
| F-24 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Lake Winnibigoshish Reservoir Est: July 1884 USGS: 05201000 NWSLI: WNBM5 |
1248.0 | 1,442 | 1200.0 (1929) |
100.5 | 102.5 | 102.5 | 103.39/1905 | 101.5 ft: Bank erosion starts 103.0 ft: Highway 46 near Cutfoot, Sioux Lake impassable 103.14 ft: Maximum operation limit of dam |
||||
| MISSISSIPPI
RIVER at Pokegama Lake Reservoir Est: April 1884 USGS: 05210500 NWSLI: PKGM5 |
1183.8 | 3,265 | 1200.0 (1929) |
76.5 | 77.5 | 77.5 | 77.92/1897 | 75.5 ft: Bank erosion begins. 78.42 ft: Maximum operating limits of dam. 77.0 ft: County roads affected. 77.5 ft: Urban damages begin. High stages may cause some backing up of sewage into basements at Deer River and Cohasset. |
||||
| MISSISSIPPI
RIVER at Libby, MN Est: April, 1930 USGS: 05220500 NWSLI: LIBM5 |
1105.5 | 5,060 | 1204.06 (1929) |
16.0 | 17.0 | 18.0 | 20.02/1950 | 16 ft: Rural flooding only USGS gage discontinued 1990 |
||||
| F-25 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Aitkin, MN Est: March 1945 USGS: 05227500 NWSLI: ATKM5 |
1055.9 | 6,140 | 1182.41 (1929) |
12.0 | 12.0 | 15.0 | 19.0 | 22.49/1950 | 12 ft: Agricultural flooding
starts. 15 ft: Outlying developemnt starts flooding. 18 ft: Sewage plant at Aitkin becomes inoperative. 19 ft: Brainerd Transformer Station (Mile 100) needs emergency protection 20.5 ft: US Highway 169 north of Aitkin becomes impassable. 21 ft: Power plant at Aitkin needs emergency protection. 23.5 ft: Power and water supply plants become inoperative 23.6 ft: Top of PL99 levees (1205.5) |
|||
| MISSISSIPPI
RIVER at Fort Ripley, MN Est: August 1904 USGS: 05261000 NWSLI: FTRM5 |
982.1 | 11,010 | 1133.84 (1929) |
10.0 | 11.0 | 12.0 | 12.5 | 13.6/1965 14.2/1997 13.8/2001 |
11 ft: Rural flooding 12+ ft: May affect 1 private residence 13+ ft: May affect 3 private residences 13.5 ft: Issue potential flood threat |
|||
| F-26 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Anoka, MN Water Treatment Plant. NWS forecast point. NWSLI: AKAM5 |
871.5 | |
838.0 | 843.7/1965 | City of Anoka Water Treatment plant on Ferry Street | |||||||
| MISSISSIPPI
RIVER near Anoka, MN at Coon Rapids Dam Est: June 1931 USGS: 05288500 NWSLI: ANKM5 |
864.8 | 19,100 | 804.53 (1929) |
11.0 | 14.0 | 19.5/1965 | 11 ft: Potential for ice jams at Anoka increases. | |||||
| MISSISSIPPI
RIVER Minneapolis Water Plant 41st Avenue N/Marshall NWSLI: MSPM5 |
858.6 | 794.87 (1912) |
16.0 | 20.0 | 20.0/1965 11.4/1993 |
21.2 ft: Top elevation (825) of temporary levee at 79th Avenue North | ||||||
| F-27 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at St Paul, MN USGS Gage Est: 1867 USGS: 05331000 NWSLI: STPM5 |
839.3 | 36,800 | 684.16 (1912) 683.62 (1929) |
14.0 | 18.0 | 20.0 | 23.0 | 26.0/1965 24.5/1969 23.6/2001 22.4/1997 |
14 ft: All gates, flaps and stations
operational 14 ft: Urban flooding begins in Lilydale 18.5 ft: Holman Field Airport Closes 19.2 ft: Lock & Dam 2 goes out of operation 20.0 ft: Mobilization by city 22.5 ft: Milwaukee Railroad shuts down yard 24.4 ft: MWCC access road threatened 24.5 ft: Everything in-all openings closed 28.5 ft: Top elevation (712.5) right bank levee and flood wall at USGS gage site on Robert Street Bridge. Refer to O&M Manual. |
|||
| MISSISSIPPI
RIVER at South St Paul, MN NWSLI: SSPM5 |
833.7 | 600.0 (1912) |
101.5 | 102.0 | 106.0 | 107.4/1965 | 102 ft: Mobilization by city. Refer
to Operations Manual at sewage disposal plant office for all the gate
valves to be checked. Top of permanent levee (712) at South St Paul gage. Note: Old NWS flood stage was 92.5 feet. 100.0: Top of levee at Newport |
|||||
| F-28 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Hastings, MN USGS: 05331580 NWSLI: HSTM5 |
813.7 | 36,990 | 670.65 (1912) |
15.0 | 16.0 | 21.0 | 22.0 | 25.9/1965 | 19 ft: Water begins to affect
structures. Sandbagging is required in East Hastings. 22 ft: Federal assistance may be required. |
|||
| MISSISSIPPI
RIVER at Prescott, WI Est: 1932 USGS: 05344500 NWSLI: PREW3 |
811.0 | 44,800 | 649.5 (1929) |
43.11/1965 | ||||||||
| F-29 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Red Wing, MN NWSLI: REDM5 |
790.0 | 665.13 (1912) |
14.0 | 14.0 | 16.0 | 18.0 | 20.71/1965 | 14.0 ft: Urban damages begin. 14.0 ft: Issue potential flood threat notice if higher state is immininet. 14.1 ft: Lock & Dam 3 access road flooded. 14.3 ft: Lock & Dam 3 goes out of operation. 16.0 ft: Substantial flood fight effort at Prairie Island, MN begins. 18.5 ft: NSP Plant needs protection. 19.7 ft: Water at floor level of sewage lift station, lab, and sewage treatment plant floor. 19.7 ft: Pumping stations and reservoirs on Levee St and on east 5th Street would require sandbagging. 20.0 ft: Prepare for evacuation at Prairie Island, MN |
||||
| MISSISSIPPI
RIVER at Lake City, MN NWSLI: LKCM5 |
772.6 | 661.1 (1912) |
16.0 | 15.0 | 20.0 | 20.0 | 22.2/1965 | 20 ft: Small boat harbor
overflows 20 ft: Sewage problems start 21.9 ft: Top of PL99 temporary levees. |
||||
| F-30 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Wabasha, MN NWSLI: WABM5 |
760.4 | 660.0 (1912) |
12.0 | 13.0 | 16.0 | 17.0 | 20.5/1965 | 13.7 ft: Water over Highway 60 14.4 ft: Pumping begins on East Main Street. 18.0 ft: County/State 880 (Hiawatha Dr) under water. 15 ft: Start of urban damage at Alma, WI 15 ft: Lock & Dam 4 goes out of operation 21 ft: Elevation of top of temporary levee, most of which has been removed. Elevation 669.5 at dam. 20 ft: Dairyland Power cooperative steam generation plant becomes inoperative. |
||||
| MISSISSIPPI
RIVER near Alma, WI Lock & Dam 4 Tailwater NWSLI: ALMW3 |
752.6 | 656.0 (1912) |
16.0 | 16.0 | 18.0 | 18.0 | 19.8/1965 | |||||
| F-31 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Winona, MN Est: June 1928 USGS: 05378500 NWSLI: WNAM5 |
725.7 | 59,200 | 640.12 (1912) |
13.0 | 13.0 | 22.0 | 22.0 | 20.8/1965 20.1/2001 |
12.0 ft: City of Winona begins
installation of closures 15.0 ft: City of Winona closes flap gates and plug inlets, catch basins, etcetera 16.0 ft: Lock & Dam 5A goes out of operation. Elevation 659 at dam. 16.6 ft: Lock & Dam 6 goes out of operation. Elevation 650 at dam. 16.6 ft: City of Winona begins pumping operations. 17.0 ft: Some railroad lines become inoperative. 17.1 ft: Lock & Dam 5 goes out of operation. Elevation 661.3 at dam. 20.0 ft: Top of emergency levees built 1965/1969. 20.5 ft: BNSFRR overtopped. 24 ft: Top elevation of permanent levee at gage site. (664.2) |
|||
| F-32 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at La Crosse, WI NWSLI: LACW3 |
696.85 | 626.32 (1912) |
12.0 | 13.0 | 14.0 | 16.0 | 17.9/1965 | 14.5 ft: Lock & Dam 8 goes out of
operation. 15.0 ft: Milwaukee Railroad yard and some highways flooded. 15.4 ft: Lock & Dam 7 goes out of operation. 21.0 ft: Top of emergency levee at gage site |
||||
| MISSISSIPPI
RIVER at Lansing, IA NWSLI: LNSI4 |
663.0 | 612.26 (1912) |
18.0 | 13.0 | 18.0 | 21.0 | 22.5/1965 | 18 ft: City starts mobilizing 18.2 ft: Lock & Dam 9 goes out of operation. 21.0 ft: Dairyland Power becomes inoperative. 23 ft: Interstate Power steam plant becomes inoperative. 24 ft: Top of PL99 emergency levees (634) |
||||
| MISSISSIPPI
RIVER at Prairie du Chien, WI NWSLI: PDCW3 |
635.5 | 605.3 (1912) |
16.0 | 14.0 | 20.0 | 23.0 | 25.3/1965 | 14 ft: City evacuates 4th Ward 19 ft: Flooding of homes on west edge of downtown adjacent to fourth ward. Flooding begins in vicinity of County Road K. 23 ft: Sewage treatment plant goes out of operation. |
||||
| F-33 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Marquette, IA |
634.7 | 603.3 (1912) |
16.1 | 19.7 | 25.38 | 25.38/1965 | 13.5 ft: First business pumps. 17 ft: Additional business pump. 18 ft: At Clayton, install closure at railroad tracks and pumping station 19 ft: Residences begins to flood. 21.5 ft: RR track closure through south levee near casino. Road raise required on access road to city shop. 22 ft: Road raise required on Highway 76 in front of casino. 23.3 ft: RR track closure on north end of town. 26 ft: Top of PL99 levee (628.6). |
|||||
| MISSISSIPPI
RIVER at McGregor, IA Est: August 1936 USGS: 05389500 NWSLI: MCGI4 |
633.5 | 67,500 | 605.3 (1912) |
16.0 | 19.0 | 24.0 | 28.0 | 25.38/1965 23.8/2001 |
23.0 ft: Treatment plant becomes
inoperable. 27.9 ft: Top of PL99 levee (632.2) |
|||
| F-34 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MISSISSIPPI
RIVER at Clayton, IA NWSLI: CLAI4 |
624.7 | 600.0 (1912) |
16.0 | 21.0 | 26.0 | 24.6/1965 | 26 ft: Top of PL99 levee (628.6) Old NWS flood stage was 14.0 feet. | |||||
| MISSISSIPPI
RIVER at Guttenberg, IA Lock & Dam 10 tailwater NWSLI: GTTI4 |
614.8 | 79,370 | 600.0 (1912) |
15.0 | 18.0 | 21.0 | 26.0 | 23.65/1965 | 18 ft: Sewer and street flooding in
nearby Glen Haven, WI 29.6 ft: Top of permanent levee at gage site (629.6) |
|||
| F-35 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MUSTINKA
RIVER at Wheaton, MN USGS: 05049000 NWSLI: WHTM5 |
7.9 | 810.0 | 973.3 (1929) |
95.8/1969 23.6/1997 21.2/2001 |
||||||||
| NAMAKAN
LAKE at Kettle Falls, MN NWSLI: KETM5 |
|
1118.60 | 1122.86/1916 1120.2/2001 1119.5/2002 |
1115 ft: Minimum desirable lake level on 15 May. | ||||||||
| OTTERTAIL
RIVER at Orwell Dam Pool Est: March 1953 USGS: 05045950 NWSLI: ORWM5 |
38.7 | 1,830 | 1000.0 (1912) |
73.0 | 75.0 | 72.38/1962(Pool) 37.59/1966(TW) 72.7/2001(Pool) |
1070.0: Top of Flood
Control |
|||||
| F-36 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| OTTERTAIL
RIVER 0.7 miles downstream of Orwell Dam Est: Oct 1930 USGS: 05046000 NWSLI: OTRM5 |
38.0 | 1740 | 1029.65 (1912) |
3.6 | 6.0 | 7.0 | 5.6/1953 5.5/2001 |
4 ft: Rural damages begin USGS Gage downstream of Orwell Dam |
||||
| PARK
RIVER at Grafton, ND Est: April 1931 USGS: 05090000 NWSLI: GRNN8 |
30.45 | 695 | 811.1 (1929) |
12.0 | 12.0 | 14.0 | 16.0 | 20.13/1950 | 16 ft: Sewage Plant affected 19 ft: Highway 81 south of Grafton flooded, Railroad tracks under water 21.5 ft: Power plant to be shutdown. |
|||
| PARK
RIVER South Branch at Homme Dam Pool Est: September 1949 USGS: 05088500 NWSLI: HOMN8 |
62.2 | 226 | 1000.0 (1929) |
83.55/1965 | 80 ft: Spillway crest
elevation. 92.3 ft: Top of Flood Control Pool 93.7 ft: Design Pool elevation. 99 ft: Top of embankment elevation. |
|||||||
| F-37 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| PARK
RIVER South Branch at Homme Dam Tailwater Est: October 1949 USGS: 05089000 NWSLI: PKRN8 |
62.2 | 226 | 1000.0 (1929) |
25.0 | 25.0 | 37.52/1950 | Temporarily discontinued in 1997. | |||||
| PEMBINA
RIVER at Neche, ND Est: May 1903 USGS: 05100000 NWSLI: NCEN8 |
33.6 | 3410 | 809.69 (1929) |
15.0 | 19.0 | 20.0 | 23.0 | 24.51/1997 | 15.6 ft: Mile 30 to 40 overflow of
both banks 19 ft: Start of residental flooding in Neche. 20 ft: State Highway 18 inundated at Neche. 20.5 ft: Railroad grade overtopped 24.3 ft: Top elevation of PL99 levee (834.0) |
|||
| PEMBINA
RIVER at Walhalla, ND Est: October 1939 USGS: 05099600 NWSLI: WLHN8 |
88.9 | 3,350 | 933.34 (1929) |
11.0 | 16.0 | 18.0 | 16.2/???? ??.?/1997 |
16.0 ft: Minor damage in City
Park 18 ft: North Dakota Highway 32 south of Walhalla becomes impassable. |
||||
| F-38 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| POMME DE TERRE
RIVER at Appleton, MN Est: March 1931 USGS: 05294000 NWSLI: APPM5 |
8.0 | 905 | 978.0 (1929) |
13.0 | 18.13/1997 14.58/1969 16.1/2001 |
Ice Jam flooding in 1969 | ||||||
| POPLAR
RIVER at Owen, WI USGS: 05380900 NWSLI: OWEW3 |
5.0 | 157 | (1929) |
20.0 | 20.12/1980 | 19 ft: Bridge on Highway 29 floods. | ||||||
| RAINY
LAKE at Thunder Bay, Ontario |
(1929) |
1108.1 | 1109.0 | 1112.97/1950 | 1108.6 ft: Dam to be wide open | |||||||
| F-39 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Wahpeton, ND Est: April 1942 USGS: 05051500 NWSLI: WHNN8 |
548.6 | 4,010 | 942.97 (1929) |
10.0 | 10.0 | 12.0 | 14.0 | 19.42/1997 17.95/1989 17.0/2001 |
7 ft: Close off storm sewer outfalls
(depending on forecast) 9 ft: Minor flooding at Wahpeton sewage pump station. Close sanitary sewer bypass. 11 ft: Mobilization by city (levee patrols) 12 ft: Flooding of portion of sanitary sewer system. 14 ft: Patrol levees and storm sewer outlets through levees. 15 ft: Top elevation of permanent levee (1997). 16 ft: Top of levee needs sandbagging if crest appears. Mile 547.5 to 548.8 park damage in Wahpeton. |
|||
| F-40 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Fargo, ND Est: Oct 1960 at this location. USGS: 05054000 NWSLI: FGON8 |
453.0 | 6,800 | 861.8 (1929) |
17.0 | 17.0 | 30.0 | 32.0 | 39.6/1997 37.3/1969 39.1/1897 36.7/2001 |
15 ft: Begin levee patrols. 16 ft: Mobilization by city. 17 ft: Flooding starts at golf course. 17.7 ft: Sanitary sewers affected. 17.7 ft: Start pump station at Island Park. 22.7 ft: Close gage walls at Island Park. 30+ ft: City may need to request financial aid for levees and pumps. 30 ft: Flooding in 2nd and 3rd Avenue North areas. 32.5 ft: Close bridge for earthen levee on 2nd street. 40.2 ft: Top elevation of VA Hospital permanent levee. 40.2 ft: Top elevation of emergency levees. 41.3 ft: Top elevation of Island Park permanent levee Refer to Operations manual for further instructions. |
|||
| F-41 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Halstad, MN April 1936 USGS: 05064500 NWSLI: HILN8 |
375.2 | 21,800 | 826.65 (1929) |
24.0 | 32.0 | 37.0 | 40.0 | 40.78/1997 39.0/1979 |
30.8 ft: Approach to bridge
impassible 32.0 ft: Mobilization by city. Make levee closures at roadways and patrol levees. 33.0 ft: Considerable agricultural flooding. 37.0 ft: US Highway 75 inundated. NOTE: The existing (1997) bridge is scheduled to be replaced. |
|||
| F-42 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Grand Forks, ND Est: April 1882 USGS: 05082500 NWSLI: EGFM5 |
297.61 | 30,100 | 779.0 (1929) |
28.0 | 40.0 | 41.0 | 46.0 | 54.21/1997 50.2/1897 |
27+ ft: Mobilization by City of Grand
Forks Start pumping station at Lincoln Park and close gate wells. 33 ft: Agricultural flooding between Oslo and Grand Forks. 35 ft: Raw sewage from treatment plant enters river. 40 ft: Mile 298; seepage starts in business district. 47 ft: Waterworks becomes inoperative. 48 ft: Top of PL99 levee in Riverside Park area. 48.9 ft: Top of PL99 emergency levee in East Grand Forks (828.6) 50 ft: Railroad bridges become inoperative. 51.9 ft: Top of permanent levee and flood wall at Lincoln Park |
|||
| F-43 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Oslo, MN USGS: 05083500 NWSLI: OSLM5 |
271.2 | 31,200 | 772.65 (1929) |
28.0 | 28.0 | 39.0 | 42.0 | 38.6/1979 38.1/1997 |
28 ft: Interstate bridge approaches
in North Dakota impassable. 29 ft: Railroad tracks east of Oslo affected. 30 ft: Minnesota Highway 1 east of Oslo impassable. 41.2 ft: Top of permanent levee downstream of Highway 1 42.2 ft: Top of permanent levee upstream of Highway 1 Former USGS station site. |
|||
| RED RIVER OF THE NORTH at Drayton, ND Est: April 1936 USGS: 05092000 NWSLI: DRTN8 |
206.7 | 34,800 | 755.0 (1929) |
32.0 | 32.0 | 38.0 | 40.0 | 45.55/1997 43.7/1979 |
32 ft: Agricultural damages
start. 39 ft: Rural road damages start. 40 ft: General urban damage. |
|||
| RED RIVER OF THE NORTH at Pembina, ND gage at Emerson USGS: 05102500 NWSLI: EMRN8 |
158.1 | 40,000 | 739.45 (1929) |
42.0 | 45.0 | 50.0 | 52.0 | 54.94/1997 53.8/1979 |
45 ft: Urban damage at St Vincent,
MN 46 ft: General rural flooding 47 ft: Interstate bridge approaches impassible. 54.5 ft: Top of PL99 levees in St Vincent. 57.3 ft: Top of permanent levee project at Pembina. |
|||
| F-44 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED RIVER OF THE NORTH at Emerson, Manitoba Est: March 1902 USGS: 05102500 NWSLI: EMRN8 |
154.3 | 40,200 | 700.0 (1929) |
81.5* | 86.0 | 90.0 | 92.0 | 92.5/1997 95+/1861 |
94 ft: Top of PL99 levees (796.5) at
Noyes, MN * Note: Canadians use a flood stage of 783.2 ft. |
|||
| RED LAKE
RIVER at Red Lake Dam Pool Est: June 1930 USGS: 05074500 NWSLI: RRDM5 |
197.0 | 1,950 | 1169.0 (1912) |
7.0 | 9.0 | 9.0 | 9.53/1950 | 7.4 ft: Public campground and utilities out of operation at Redby and Washish. | ||||
| F-45 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED LAKE
RIVER at Red Lake Dam Tailwater Est: May 1933 USGS: 05074500 NWSLI: RRDM5 |
197.0 | 1,950 | 1169.0 (1929) |
9.35/1950 | Channel improvement completed in
1956. Marsh restoration |
|||||||
| RED LAKE
RIVER at High Landing, MN Est: Sept 1929 USGS: 05075000 NWSLI: HIGM5 |
159.0 | 2,300 | 1141.57 (1929) |
10.0 | 8.75 | 12.0 | 13.0 | 13.44/1975 | 8.75 ft: Zero damage in the Kratka
area. 10.0 ft: Rural damages start. 12.0 ft: County roads flooded. |
|||
| F-46 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RED LAKE
RIVER at Crookston, MN Est: May 1901 USGS: 05079000 NWSLI: CRKM5 |
53.0 | 5,270 | 832.72 (1929) |
15.0 | 17.0 | 23.0 | 26.0 | 28.4/1997 27.3/1969 26.5/2001 |
20 ft: Central Park floods. 23 ft: Mobilization by city. 25 ft: City of Crookston protected by a locally constructed levee. 27 ft: Ottertail Power Plant affected. 27.5 ft: Top of permanent levee (860.0) Note: Central Park floodiing is an annual occurrence, zero damage elevation in Crookston is above a stage of 22 ft. |
|||
| REDWOOD
RIVER near Redwood Falls, MN Est: July 1909 USGS: 05316500 NWSLI: RWDM5 |
8.5 | 629 | 972.33 (1929) |
6.0 | 12.0 | 15.92/1957 | Redwood Falls on high ground. No
flood history. NWS observer site. |
|||||
| F-47 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| REDWOOD
RIVER at Marshall, MN Est: March 1940 USGS: 05315000 NWSLI: MMLM5 |
67.9 | 259 | 1188.23 (1929) |
14.0 | 17.0/1993 15.82/1997 15.7/2001 |
6.0 ft: Basement flooding in
Marshall. 8.0 ft: Sewers affected. 16.0 ft: Water over County Road 7. 16.0 ft: Flooding in trailer park from backwater. |
||||||
| REDWOOD
RIVER at Marshall, MN County 7 Highway Bridge at the Diversion Channel |
1100.0 (1929) |
75.0 | 76.0 | 76.0 | 78.45/1969 | NWS gage is on natural channel. Flows in excess of 1500 CFS bypass the NWS gage. For flood warning use USACE gage on County Highway 7 bridge where stage 1176.0 (3200 CFS) will begin to flood Marshall. Gage is a wire weight gage. | ||||||
| ROOT
RIVER at Houston, MN Est: May 1909 USGS: 05385000 NWSLI: HOUM5 |
16.2 | 1,270 | 667 (1929) |
15.0 | 15.0 | 17.0 | 19.4/1965 | 12.0 ft: Agricultural damage
begins. 13.0 ft: Many roads flooded. 14.0 ft: Property damage in Houston begins. 14.2 ft: Railroad grade inundated at several locations. |
||||
| F-48 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ROOT
RIVER near Houston, MN |
18.0 | 1,270 | |
16.9 | 17.9 | 18.9 | 18.32 | At 15.9 ft (referenced to USGS gage) Top of PL99 levee (683.9) in Houston at mile 17.9 | ||||
| ROOT
RIVER at Hokah, MN NWSLI: HKHM5 |
5.5 | 600.0 (1929) |
47.0 | 48.0 | 49.0 | 50.0 | 50.8/1965 | 47-49 ft: Minor flooding of farmland
along river 50 ft: Extensive flooding of farmland and commerical properties 50 ft: City protected by levee system 51 ft: Intersection of Highways 16/44 under water 52.5 ft: Hokah treatment plant floods. |
||||
| F-49 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ROOT
RIVER at Rushford, MN Est: August 1945 USGS: 05384350 NWSLI: RUDM5 |
32.8 | 129 | 700.0 (1929) |
31.0 | 32.0 | 29.19/1965 | 20.0 ft: Initiate levee patrol.
Inspect flap gates on outfalls C, D, E, F, G, H, I, P, Q. Prepare for
sandbagging of Highway 16 and Railroad closure location. 20.8 ft: Open intage gates at Elm Street pumping station and activate pumps for automatic operation. 21.2 ft: Open gate valve in wet pit of sewage plant pump station and activate pumps for automatic operation. Close gate valve in manhole 43. 22.0 ft: Mobilization by city. 33.0 ft: Top elevation of permanent levee at gage site Highway 16 and 43 bridge (733.0) Note: Old NWS flood stage was 31.0 feet. |
|||||
| ROOT
RIVER at Lanesboro, MN Est: 1910 USGS: 0538400 NWSLI: LNEM5 |
54.5 | 615 | 791.32 (1929) |
8.5 | 18.0 | 17.83/1965 16.9/2000 |
USGS partial record station | |||||
| F-50 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ROOT
RIVER at Preston, MN NWSLI: PTNM5 |
55.6 | 930.0 (1929) |
19.5 | 19.2/1950 | NWS cooperative observer | |||||||
| ROOT RIVER SOUTH FORK at Houston, MN Est: 1953 USGS: 05385500 NWSLI: HUSM5 |
3.5 | 275 | 680.41 (1929) |
14.0 | 13.8/1974 14.9/2000 |
|||||||
| F-51 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ROSEAU
RIVER at Roseau, MN Est: 142.2 NWSLI: ROSM5 |
142.2 | 1026.14 (1929) |
16.0 | 16.0 | 20.0 | 20.0 | 22.0/1919 23.3/2002 21.1/1996 |
15.0 ft: Sewage plant partially
inoperative<.BR> 16.0 ft: General agricultural damage. 19.0 ft: Begin sandbagging. 20.5 ft: Power plant inoperative. 21.0 ft: Request state assistance. 21.2 ft: Top elevation of Highway 11 bridge. 23.0 ft: Hospital flooding begins. Railroad tracks near overtopping. 26.0 ft: Water plant needs protection. 26 ft: Sewage plant completely inoperative. NOTE: Many city changes since 1996 ! Info may be dated. |
||||
| ROSEAU
RIVER at Ross, MN Est: July 1928 USGS: 05107500 NWSLI: RSSM5 |
125.0 | 1,220 | 1018.61 (1929) |
16.0 | 19.0/1896 18.2/2002 |
6.0 ft: Agricultural flooding from
mile 125 to 134. 15.5 ft: Property damage in Ross. 16.0 ft: Main road through Ross is flooded. Public utilities not affected. NOTE: Old NWS flood stage was 7.0 feet. |
||||||
| F-52 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RUM
RIVER at St Francis, MN Est: May 1929 USGS: 05286000 NWSLI: SFSM5 |
15.8 | 1,360 | 860.74 (1929) |
8.0 | 11.0 | 11.5 | 11.63/1969 | Old NWS flood stage was 8.0 ft. | ||||
| RUSH
CREEK at Rushford, MN Est: 1942 USGS: 05384500 |
0.85 | 129 | 700.0 (1929) |
34.0 | 30.8/1961 | 13.5 ft: Rushford Avenue lift station
begins operation via pressure switch. 21.0 ft: High Street lift station begins operation via pressure switch. 25.0 ft: Initiate levee patrols. Patrol floodwall and outfalls. Inspect flap gates on outfalls A, B, C, D, E, J, K, L, M, N, O, P, and Q. 26.0 ft: Open sluice gage on inlet 3. 26.5 ft: Open intake gate on Highway 43 pumping station, activate pumps for automatic operation. 36.9 ft: Top elevation of permanent levee system at gage site (736.9) Gages are USACE chain gage and a crest-staff gage. |
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| F-53 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ST CROIX
RIVER at Stillwater, MN NWSLI: STLM5 |
23.4 | 600.0 (1912) |
87.0 | 88.0 | 88.0 | 89.0 | 94.1/1965 92.3/2001 |
85.0 ft: Cottages and homes in and
near St Croix Beach and Afton, MN are damaged. Begin interior pumping.
Homes at St Mary's Point damaged. Marina at Afton, MN submerged 86.0 ft: Flooding of homes in Bayport and Afton. 88.0 ft: Start replacing temporary levee in Stillwater - raise to a stage of 95.0 90.0 ft: Railroad yard in Stillwater becomes inoperative. 90.0 ft: Closure/submergence of Highway 35/64 bridge 93.0 ft: Top of levee at Afton. 93.2 ft: Top of road at beach at lake St Croix Beach. 94.0 ft: Top of levee at St Croix Beach. 94.3 ft: Top of levee at St Mary's Point. |
||||
| F-54 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ST CROIX
RIVER at St Croix Falls, WI Est: January 1902 USGS: 05340500 NWSLI: SCFW3 |
52.2 | 6,240 | 689.94 (1929) |
25.19/1950 | Flow regulated by Hydropower Plants | |||||||
| SAND HILL
RIVER at Beltrami, MN NWSLI: BLTM5 |
34.9 | 883.5 (1929) |
14.0 | 14.0 | 20.0 | 22.0 | 21.2/1950 19.0/1997 |
20 ft: Debris snagging on
bridge. Wire weight gage located on Highway 9 |
||||
| SANDHILL
RIVER at Climax, MN Est: March 1943 USGS: 05069000 NWSLI: CLXM5 |
3.7 | 426 | 820.1 (1929) |
18.0 | 23.0 | 29.0 | 39.29/1997 | 22.0 ft: Rural flooding begins. 23.0 ft: State Highway 75 bridhe 1/2 mile north of Climax inundated. USACE Wire weight and crest staff gages. Old NWS flood stage was 17 feet. |
||||
| F-55 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SNAKE
RIVER at Warren, MN NWSLI: WARM5 |
50.0 | 175 | 800.0 (1929) |
45.0 | 48.0 | 48.0 | 53.0 | 54.4/1969 52.7/1997 |
47.0 ft: Begin clearing snow and ice
from county ditches. 48.0 ft: Mobilize city resources. |
|||
| SNAKE
RIVER at Alvarado, MN NWSLI: ALVM5 |
334.0 | 224 | 800.0 (1929) |
6.0 | 8.5 | 12.0 | 15.0 | 17.6 | 8.0 ft: Agricultural flooding. 11.0 ft: Begin clearing snow and ice from county ditches. 11.0 ft: City takes precautionary measures and alerts citizens. 14.6 ft: Top of levee elevation at gage. |
|||
| F-56 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SHEYENNE
RIVER at Cooperstown, ND Est: Oct 1944 USGS: 05057000 NWSLI: CPRN8 |
317.4 | 6,470 | 1271.76 (1929) |
19.0 | 18.7/1950 18.5/1997 |
Old NWS flood stage was 19.0 feet | ||||||
| SHEYENNE
RIVER at Baldhill Dam Pool Est: July 1949 USGS: 05057500 NWSLI: BLDN8 |
270.8 | 7,470 | 1200.0 (1929) |
69.0 | 69.0 | 70.0 | 69.5/1950 67.5/1997 |
Surcharge storage between 1266.0 and
1273.2. Spillway is gated. |
||||
| F-57 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SHEYENNE
RIVER at Baldhill Dam Tailwater Est: Oct 1949 USGS: 05058000 NWSLI: BHTN8 |
270.5 | 7,470 | 1200.0 (1929) |
31.5 | 32.0 | 35.0 | 36.26/1979 35.1/1997 |
31.5 ft: Valley City to be
notified. 32.0 ft: Rural flooding. |
||||
| SHEYENNE
RIVER at Valley City, ND Est: March 1938 USGS: 05058500 NWSLI: VCRN8 |
253.0 | 7,810 | 1199.27 (1929) |
13.0 | 12.0 | 15.0 | 18.0 | 20.0/1882 18.05/1993 18.7/1997 |
13.0 ft: Close storm sewer
outflow. 14.0 ft: Highway 10 in Valley City flooded. 15.0 ft: Power plant needs protection. 17.0 ft: Low spots and levees need to be filled. 18.5 ft: Top of emergency levees (1218) in Valley City. |
|||
| SHEYENNE
RIVER at Lisbon, ND Est: Sept 1956 USGS: 05058700 NWSLI: LBNN8 |
162.1 | 8,190 | 1066.46 (1929) |
11.0 | 13.0 | 15.0 | 19.0 | 19.24/1997 | 14.0 ft: Close storm sewer outlets
and start interior drainage pumping. 15.0 ft: Raw sewage dumped into river. 16.0 ft: Some rural flooding. 21.0 ft: Top elevation (1087.5) of emergency levees. |
|||
| F-58 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SHEYENNE
RIVER at Kindred, ND Est: July 1949 USGS: 050509000 NWSLI: KNDN8 |
67.9 | 8,800 | 925.55 (1929) |
16.0 | 18.0 | 20.0 | 22.0 | 22.1/1997 22.1/1948 |
17.0 ft: Rural flooding begins. 23.0 ft: Top elevation (948.5) of emergency levees. |
|||
| SHEYENNE
RIVER at West Fargo Diversion Est: Oct 1992 USGS: 05059480 |
8,840 | 876.78 (1929) |
16.5 | 23.2/1997 28.8 1996 22.9/1997 |
21.0 ft: At this approximate stage flooding begins in areas along the Sheyenne River north of the Diversion Channel to Harwood, ND. | |||||||
| F-59 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SHEYENNE
RIVER at West Fargo, ND Est: Nov 1902 USGS: 05059500 NWSLI: WFON8 |
24.5 | 8,870 | 877.19 (1929) |
16.5 | 16.5 | 20.0 | 22.0 | 22.33/1897 22.25/1975 22.7/1997 |
18.0 ft: Agricultural damages
begin. 23.1 ft: Top elevation (904.7 to 908.7) of West Fargo permanent project. NOT ACTIVE. Use West Fargo Diversion gage. |
|||
| SHEYENNE
RIVER at Harwood, ND Est: March 1995 USGS: 05060400 NWSLI: HWDN8 |
15.5 | 7,500 | 0.0 (1929) |
884.0 | 889.0 | 890.0 | 891.0 | 892.0/1997 891.5/1993 891.3/2001 |
884 to 890: Sealing of culverts and
low openings in the flood barrier occurs. 893.5: Top of Rivertree Park levee. |
|||
| F-60 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SOURIS
RIVER at Sherwood, ND Est: March 1930 USGS: 05114000 NWSLI: SHWN8 |
511.4 | 8,940 | 1603.73 (1929) |
18.0 | 20.0 | 24.0 | 25.15/1976 25.8/1904 |
Rural flooding only. Railroad, main highways and public utilities not affected. | ||||
| SOURIS
RIVER at Lake Darling, ND Est: April 1936 USGS: 05115500 NWSLI: DARN8 |
429.0 | 9,450 | 1577.0 (1929) |
21.0 | 21.0 | 23.0 | 24.0 | 24.24/1976 | 16.0 ft: Rural damages miles
480-485. 17.0 ft: State Highway 5 at Mile 476.5 impassable. 21.0 ft: Dam spillway crest. Flow over dam begins. 23 ft: Mile 454.8; Soo Line Railroad inoperative. |
|||
| SOURIS
RIVER near Foxholm, ND Est: June 1904 USGS: 05116000 NWSLI: FOXN8 |
413.8 | 9,470 | 1560.73 (1929) |
10.0 | 12.0 | 13.0 | 15.0 | 15.79/1975 15.84/1969 17.2/1976 |
12.0 ft: Rural flooding. | |||
| F-61 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SOURIS
RIVER at Minot, ND Est: May 1903 USGS: 05117500 NWSLI: MINN8 |
388.5 | 10,600 | 1545.75 (1929) |
14.0 | 15.0 | 21.9/1904 26.0/1881 |
Refer to Broadway Avenue Bridge gage at mile 378.1, the forecast point for Minot. | |||||
| SOURIS
RIVER at Minot, ND Broadway Avenue NWSLI: MION8 |
378.1 | 0.0 (1929) |
1549.0 | 1550.0 | 1551.0 | 1552.0 | 1561+/1882 1556.1/1976 |
1548: Mobilization by city. 1548: Basement flooding along river. 1549: General rural flooding. 1549.2: Lowest elevation ( 15492.) of PL99 levees. 1550.5: Start pumping sewers. 1551: Highways in floodplain inundated. |
||||
| F-62 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SOURIS
RIVER at Logan, ND NWSLI: LGNN8 |
358.7 | 1500.0 (1929) |
36.0 | 36.0 | 37.0 | 38.0 | 38.28/1976 | 93+ ft: Top elevation of emergency levees. | ||||
| SOURIS
RIVER at Sawyer, ND NWSLI: SWRN8 |
345.0 | 1500.0 (1929) |
22.0 | 22.0 | 25.0 | 26.0 | 26.13/1976 | 29 ft: Top elevation (1529) of emergency levee. | ||||
| SOURIS
RIVER at Velva, ND NWSLI: VLVN8 |
331.0 | 1400.0 (1929) |
105.0 | 106.0 | 109.0 | 110.0 | 109.9/1976 | 117.7 ft: Top of levee upstream of Highway 41 bridge | ||||
| SOURIS
RIVER at Verendrye, ND |
308.9 | 11,300 | 1400.0 (1929) |
88.0 | 89.0 | 90./0 | 90./0 | 90.5/1976 | Rural flooding only USGS gage located 6.9 miles downstream. |
|||
| F-63 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SOURIS
RIVER near Verendrye, ND Est: Feb 1933 USGS: 05120000 NWSLI: VRNN8 |
302.0 | 11,300 | 1464.87 (1929) |
15.0 | 15.3 | 16.5 | 17.0 | 17.84/1976 | Rural flooding only. | |||
| SOURIS
RIVER at Towner, ND USGS: 05121500 NWSLI: TOWN8 |
248.0 | 13,100 | 1400.0 (1929) |
52.0 | 53.0 | 56.65/1976 | 52 ft: General ranchland
flooding City of Towner on high ground. Former USGS station site. |
|||||
| F-64 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SOURIS
RIVER at Bantry, ND Est: March 1937 USGS: 05122000 NWSLI: BANN8 |
228.0 | 12,300 | 1427.56 (1929) |
11.0 | 13.0 | 14.59/1976 | 12 ft: Rural flooding on Wildlife
Refuge. Note: Ranch land is irrigated by diversion dams on the Souris River between Towner and Bantry during the summer. Therefore, the zero damage elevation is high. |
|||||
| SOURIS
RIVER at Westhope, ND Est: July 1929 USGS: 05124000 NWSLI: WSTN8 |
154.5 | 16,900 | 1402.45 (1929) |
10.0 | 14.0 | 19.16/1976 | 8+ ft: Stages above 8 feet are
critical to Canadian interests. 12 ft: Wildlife refuge flooding only. Westhope is on high ground. |
|||||
| F-65 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| TONGUE
RIVER at Cavalier, ND USGS: 05101500 NWSLI: CVLN8 |
47.7 | 880.98 (1929) |
2.5 | 3.0 | 4.5 | 4.6/1950 | 2.0 ft: General agricultural
damage 2.5 ft: Start of residential flooding in Cavalier NWS cooperative observer Former USGS station site. |
|||||
| TONGUE
RIVER at Akra, ND Est: 1951 USGS: 05101000 |
57.8 | 160 | 930.0 (1929) |
19.1/1950 | Located 6 miles upstream of Cavalier. | |||||||
| F-66 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| TWO RIVERS SOUTH BRANCH at Hallock, MN NWSLI: HLLM5 |
25.7 | 625 | 800.0 (1929) |
2.0 | 6.0 | 7.0 | 11.0 | 10.6/1997 11.5/1942 |
6 ft: Start minor flooding in
city. Wire weight gage on downstream side of bridge Flows regulated by Lake Bronson Dam. |
|||
| TWO RIVERS SOUTH BRANCH at Lake Bronson, MN Est: Sept 1928 USGS: 05094000 NWSLI: LKBM5 (City) NWSLI: LBRM5 (Dam) |
23.5 | 444 | 928.53 (1929) |
9.0 | 14.0 | 15.0 | 18.0 | 18.23/1966 14.6/1999 |
13 ft: Rural flooding begins. | |||
| F-67 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| TREMPEALEAU
RIVER at Arcadia, WI USGS: 05379400 NWSLI: ARCW3 |
23.0 | 719.61 (1929) |
5.4 | 8.0 | 8.04/1965 | 5.4 ft: Urban damages begin. 12.0 ft: Top elevation (631.6) of permanent levee at gage site at Highways 93 and 95. Old NWS flood stage was 5.4 feet. Former USGS station site. |
||||||
| TREMPEALEAU
RIVER at Dodge, WI Est: Dec 1913 USGS: 05379500 NWSLI: DDGW3 |
9.0 | 643 | 661.42 (1929) |
9.0 | 9.0 | 10.5 | 10.34/1956 12.3/1998 |
|||||
| F-68 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| TURTLE
RIVER at Manvel, ND Est: 1945 USGS: 05083000 NWSLI: MNVN8 |
15.6 | 556 | 799.28 (1929) |
19.0 | 19.0 | 21.0 | 21.5/1950 | 19.0 ft: Start of residential
flooding. Old NWS Flood stage was 11.0 feet USGS Gage discontinued 1983. Arvilla site activated. |
||||
| UPPER IOWA
RIVER at Dorchester, IA Est: Sept 1936 USGS: 05388250 NWSLI: DCHI4 |
17.4 | 770 | 660.0 (1929) |
14.0 | 20.0 | 22.2/1948 20.0/1993 |
Flooding in rural areas. | |||||
| F-69 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| UPPER IOWA
RIVER at Decorah, IA Est: August 1951 USGS: 05388250 NWSLI: DEHI4 |
52.2 | 511 | 850.0 (1929) |
12.0 | 12.0 | 20.0 | 23.0 | 13.08/1961 | 9 ft: If this elevation is maintaind
for 3 days, some sanitary sewers might need to be pumped. Culverts
through levees checked, and possible sandbagging. Basement flooding in
some areas-about 30 homes. 10+ ft: Pumps used for pumping river channel over levee in vicinity of schools. |
|||
| WATONWAN
RIVER at Garden City, MN Est: March 1940 USGS: 05319500 NWSLI: GRDM5 |
7.3 | 851 | 905.05 (1929) |
20.0 | 20.02/1969 18.9/1965 |
No flood history. | ||||||
| WHITEWATER
RIVER at Beaver, MN Est: 1940 |
9.1 | 271 | 688.7 (1929) |
7.0 | 7.0 | 10.0 | 10.0 | 10.75/1950 | 6.0 ft: State Highway 74
impassable 6.0 ft: Damages start at Elba, MN USACE staff gage - discontinued. |
|||
| F-70 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| WILD RICE
RIVER at Abercrombie, ND Est: April 1932 USGS: 05053000 NWSLI: ABRN8 |
42.0 | 2,080 | 907.94 (1929) |
10.0 | 12.0 | 18.0 | 27.5/1897 27.3/1997 25.2/2001 |
7.2 ft: Mile 77 to 108 start
agricultural damages 8.4 ft: Great Bend village property damage. 12 ft: Mobilization by city. |
||||
| WILD RICE
RIVER at Twin Valley, MN Est: June 1909 USGS: 05062500 NWSLI: TWVM5 |
61.8 | 888 | 1008.16 (1929) |
9.5 | 12.0 | 13.0 | 14.0 | 20.0/1909 18.0/2002 |
11 ft: Alert Ada, MN officials (from operations manual) |
|||
| F-71 | ||||||||||||
|
||||||||||||
| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| WILD RICE
RIVER near Ada, MN Est. 2000 USGS: 60099001 NWSLI: ADSM5 |
Approx. 46 |
1050 | 890.104 (1929) |
17.8/2002 | 907.0: Top of emergency levee New gage is 2.3 miles south of Ada on the Highway 9 bridge. |
|||||||
| WILD RICE
RIVER at Hendrum, MN Est: March 1944 USGS: 05064000 NWSLI: HNDM5 |
4.0 | 3560 | 836.75 (1929) |
17.0 | 17.0 | 28.0 | 32.0 | 33.7/1997 32.3/1979 |
28 ft: Agricultural damages | |||
| F-72 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| WISCONSIN
RIVER at Muscoda, WI Est: Dec 1902 USGS: 05407000 NWSLI: MUSW3 |
43.5 | 10,400 | 666.77 (1929) |
9.0 | 10.0 | 11.0 | 11.48/1938 | 11 ft: Boscobel, WI at Mile 26.5
begins to flood Flow is regulated by 23 reservoirs. |
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| WISCONSIN
RIVER at Portage, WI NWSLI: PORW3 |
116.0 | 7900 | 775.09 (1929) |
17.0 | 19.0 | 19.5 | 20.5/1938 | 18.5 ft: Start patrolling
levees. 21.5 ft: Top elevation (794) of emergency levees |
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| F-73 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
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|---|---|---|---|---|---|---|---|---|---|---|---|---|
| WISCONSIN
RIVER at Wisconsin Dells, WI Est: Oct 1943 USGS: 05404000 NWSLI: WDEW3 |
136.0 | 8,090 | 801.48 (1929) |
23.0 | 23.83/1938 | 7-8 ft: Upper Dells structures in
Crandal Bay will begin to be affected. Normal Wisconsin River elevation
is approximately 834 ft. 10 ft: Lower Dells structures in Fort Dells will begin to be affected. Normal Wisconsin River elevation is about 809.0 feet Old NWS flood stage was 16.0 feet. |
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| WISCONSIN
RIVER at Wisconsin Rapids, WI Est: May 1914 USGS: 05400760 NWSLI: WIRW3 |
216.0 | 5,430 | 977.22 (1929) |
12.0 | 14.0 | 14.1/1935 | 12.2 ft: Backup through two catch basins which are sandbagged to prevent flooding of a commercial basement and parking lot of a senior citizen building. | |||||
| F-74 | ||||||||||||
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| WISCONSIN
RIVER at Merrill, WI Est: Nov 1902 USGS: 05395000 NWSLI: RRLW3 |
303.0 | 2,760 | 1228.85 (1929) |
11.0 | 16.5 | 18.26/1941 | 11-16 ft: No significant
damages...only non-residental, park, and agricultural areas. 16 ft: West approach to Highway 64 bridge becomes inundated. 16.2 ft: Top elevation of emergency levee (1245) 18 ft: The sewage disposal plant begins to flood. Top elevation of 3 emergency levees (1257) above the dam. |
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| YELLOW
RIVER at Cadott, WI Est: 1943 USGS: 05364000 NWSLI: CADW3 |
364 | 946.54 (1929) |
15.6/1965 14.2/1967 14.0/2001 |
USGS partial record station. | ||||||||
| F-75 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| YELLOW
RIVER at Babcock, WI Est: March 1944 USGS: 05402000 NWSLI: BBCW3 |
215 | 954.75 (1929) |
12.0 | 17.0 | 17.38/1952 | |||||||
| YELLOW BANK
RIVER at Odessa, MN Est: October 1939 USGS: 05293000 NWSLI: ODSM5 |
4.5 | 398 | 953.34 (1929) |
11.0* | 19.07/1969 17.9/1997 |
Stage of 1209 at Ortonville project
improved channel will carry 2300 cFS at a stage of 10 feet. NOTE: Stage of 11 is for Minnesota River at Ortonville. |
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| F-76 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| YELLOW MEDICINE
RIVER at Granite Falls, MN Est: March 1931 USGS: 05313500 NWSLI: GRNM5 |
6.0 | 653 | 960.64 (1929) |
12.0 | 16.0 | 14.9/1969 17.5/1919 |
12 ft: Agricultural flooding starts. | |||||
| YELLOW MEDICINE
RIVER SOUTH BRANCH at Minneota, MN Est: April 1960 USGS: 05311400 NWSLI: MNNM5 |
6.0 | 1150.0 (1929) |
16.0 | 17.0 | 19.0 | 13.41/1969 | 19.3 ft: top of permanent
levee. Gage is a crest staff gage. |
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| F-77 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ZUMBRO
RIVER at Kellogg, MN Est: August 1975 USGS: 05374900 NWSLI: KELM5 |
4.0 | 1,400 | 669.47 (1929) |
13.0 | 13.7/1978 | Rural flooding only. Gage discontinued 1990 | ||||||
| ZUMBRO
RIVER at Theilman, MN NWSLI: THLM5 |
23.5 | 700.0 (1912) |
38.0 | 35.0 | 45.0 | 45.5/1965 | Rural flooding only. | |||||
| ZUMBRO
RIVER at Zumbro Falls, MN Est: June 1909 USGS: 05374000 NWSLI: ZUMM5 |
48.5 | 1,130 | 811.26 (1929) |
18.0 | 25.0 | 28.0 | 30.8/1951 | 20.0 ft: Residental flooding in
Hammond. 22.0 ft: Residental flooding begins. 18.0 ft: Minor flooding begins. 24.5 ft: US Highway 63 flooded. 26.0 ft: Top of emergency levee. 27.5 ft: Highway 60 floods in Zumbro Falls. |
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| F-78 | ||||||||||||
|
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| River Gage Date Established USGS Station NWS Site ID |
River Mile |
Drainage Area Sq Miles |
Gage Zero Elevation |
NWS Flood Stage |
Minor Flood Stage |
Alert Stage |
Major Flood Stage |
Flood of Record Stage/Year |
Rationale for Selection of Mobilization Stage |
|||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ZUMBRO RIVER SOUTH FORK at Rochester, MN Est: 1981 USGS: 05372995 NWSLI: RCHM5 |
30.4 | 303 | 950.0 (1929) |
963.0 | 978/1978 | |||||||
| ZUMBRO RIVER SOUTH FORK at Rochester, MN NWS at Belt Line NWSLI: RCSM5 |
30.4 | 993.0 (1929) |
12.0 | 12.97/1978 | 13 ft: Top of levee elevation
(1004) Old NWS flood stage was 9 ft. |
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| F-79 | ||||||||||||