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The 39,900 cfs peak on Cherry Creek at Melvin was 2.3 times the previous maximum discharge in a record extending back to 1939. This peak even exceeded the peak discharge of 34,000 cfs, at a site 6 miles downstream, caused by the failure of the Castlewood Dam in 1933. Three to six inches of rain fell within a few hours over most of the Cherry Creek drainage below Franktown. This precipitation caused major flooding between Franktown and the Cherry Creek Reservoir. Luckily, all flow from Cherry Creek was stored in the Cherry Creek Reservoir, a previously dry dam site just upstream from Denver.
The floods on the upper Kiowa and Bijou Creeks occurred on June 17, 24-30 hours after the floods on Plum and Cherry Creeks. In the 118-mi 2 Kiowa Creek basin above the town of Kiowa, the floods were several times the size of the design floods for the project structures. As a result, the floods caused extensive erosion damage. Many acres of crop and pasture land were a total loss from heavy erosion, streambank cutting or sediment deposition.
The flood peak on East Bijou Creek hit the town of Deer Trail on June 17, leaving tons of mud and debris and destroying 80% of the business section.
An Air Force helicopter rescued several people, some of who were pulled out of East Bijou Creek.
The three forks of Bijou Creek washed out or damaged bridges on the main line of the Union Pacific Railroad and highway I-70-U.S. 40. Bijou Creek also caused railroad and highway damage west of Fort Morgan and caused widespread crop and erosion damage.
To the north, heavy rains caused flooding in Fort Collins and Loveland on June 17. A flash flood on the Big Thompson River damaged a trailer park and low-lying farmlands near Loveland. In the Fort Collins area, flooding caused damage to bridges, roads and buildings.
The flooding along the South Platte River from Plum Creek to North Platte, Nebraska was the most destructive. The flood reached the South Platte River and the metropolitan areas of Denver by about 8 p.m. on June 16. The floodwaters spread to a half-mile or more in width. The peak discharge of the South Platte at Denver was 183 percent of the previous maximum during 67 years of record and historical information indicates that the 1965 discharge was the greatest since at least 1844. Many business, homes, industries, roads and highways were inundated. About 8,000 telephones were put out of service by the flood in the Denver area. More than half of these lines were not restored for several days.
The Denver metropolitan area suffered extensive damage. The flood zone represented 67 percent of the industrial area in the city. While the flood passed rather quickly on the night of June 16, the floodwaters were piled high with debris such as house trailers, lumber and large butane storage tanks. Many of the bridges in the downtown area became plugged with debris and were washed out when they could no longer withstand the pressure. Other bridges held, but sustained excessive erosion damage. The floodwaters left behind several feet of mud and debris all along the South Platte flood plain. In Denver, the cleanup job took several months and cost the city over $1 million.
The flood peak passed through Denver in the night and continued downstream to the already flooded South Platte River through Fort Morgan, Sterling and Julesburg. The residents of Fort Morgan described three flood crests in the South Platte. Two caused by the Bijou Creek floods of June 15-16 and 17-18 and the third from the main-stem South-Platte River flood that arrived from Denver 35 hours after the second Bijou Creek flood. After the Bijou Creek flood reached the South Platte, the normally innocuous river was more than a mile wide and choked with debris.
In the Arkansas River Basin, the river flooding was also devastating and widespread. Four major areas within the state of Colorado were hard-hit by floods: Fountain Creek north of Pueblo; the Purgatoire River and its tributaries below Alfalfa, Colorado; and the Arkansas River from Pueblo to Great Bend, Kansas; and south of the Arkansas River from Las Animas to the State line.
Flooding began on June 14 in the Fountain Creek basin near Colorado Springs causing heavy damage to roads and bridges. However, the major flooding down the full length of Fountain Creek was caused by the larger storms of June 17 north and east of Colorado Springs.
South of Pueblo, extensive damage occurred along the Purgatoire River and other tributaries of the Arkansas after heavy rainfall near Trinidad on June 16. The flooding was the worst in Trinidad since 1935. South of Trinidad, flood damage was also extensive along Raton Creek.
Along the Arkansas River and its tributaries between Pueblo and the John Martin Dam, near the Colorado/Kansas state line, approximately 45,000 acres were flooded. About 85 percent of the damage above John Martin Dam occurred in the Pueblo area. Agricultural losses, as well as damage to transportation and urban facilities, were substantial and amounted to about $15 million. Below Pueblo, north La Junta was severely damaged by floodwaters during June 17-19.
Although all water from the upstream area was stored in the John Martin Reservoir, serious flooding began less than three miles downstream. The flood below the dam was much more severe than the flood between Pueblo and the John Martin Dam; illustrating the limitations of a single flood-control structure. Over 220,000 acres of rural, urban, waste, and woodland lands were flooded between the John Martin Dam and Great Bend, Kansas.
Outstanding floods occurred on June 17 on the south-bank tributaries of the Arkansas. Wolf Creek flooded the town of Granada. Triggered by rains of over nine inches at Two Buttes and 11 inches near Holly on June 17, the floodwaters of Two Butte Creek reached a peak discharge of 82,600 cfs above Two Buttes Reservoir and increased to 182,000 cfs at the mouth, overtopping the reservoir. Floods devastated the towns of Holly and Granada, and both locales were evacuated as floodwaters inundated the valuable farmlands surrounding the two towns. The floodwaters that hit the town of Holly caused flooding that extended to Great Bend, Kansas.
Some locales higher in the Arkansas Basin also suffered flooding damage. On June 16, heavy rain and hail fell in scattered areas of the eastern slope causing local flooding in several areas.
These rains flooded Canon City and Cripple Creek in Fremont County.
Rainwater flooding in Canon City caused damage to crops, roads, and bridges. The rains washed out three reservoirs in the Cripple Creek-Victor area that had been in use since 1892. Heavy rains near the town of Flagler in Kit Carson County caused damage to roads and bridges.
Near the headwaters of Big Sandy Creek, an Arkansas north-bank tributary, the towns of Peyton, Ellicott, Rush, Calhan, Ramah, and others in El Paso County were isolated for a time on June 17 by floodwaters after the area was hit with heavy rains and hail. The flooding caused heavy damages to crops, roads, and bridges. However, Ramah Reservoir reduced the peak flow on Big Sandy Creek significantly.
Statewide, the flood destroyed or damaged more than 2,500 homes. Repair and replacement of bridges and highways in the State Highway system alone cost $9 million. The city and county of Denver spent an additional $914,000 on repair of their streets and bridges.
21 people drowned or their deaths were attributed to the storms or activities related to the 1965 floods. Four of the drownings occurred in the Bijou Creek flood.
Rainfall Data:
|
Date |
Location |
Peak Rainfall |
6/14 |
Nunn |
1.06" in 1 hr. |
6/15 |
Byers |
1.45" in 1 hr., 2.25" in 3 hrs., 2.74" in 24 |
6/15 |
Deer Trail |
1.44" in 1 hr., 2.44" in 3 hrs. |
6/15 |
Elbert County |
6" in 30 min. |
6/16 |
Castle Rock |
7.00" in 24 hrs. |
6/16 |
Douglas County south of Castle Rock |
Up to 14" in about 4 hrs, fell mostly between 2-5 p.m. |
6/16 |
Larkspur and Palmer Lake |
More than 14" in about 4 hrs. |
6/16 |
Manitou Springs |
1.65" in 1 hr., 1.77" in 3 hrs., 2.40" in 24 |
6/16 |
Rocky Ford area |
2.5" in 3 hrs. |
6/15-16 |
28 mi. southeast of Lamar |
15.5" in 14 hrs. |
6/17 |
Along Palmer Ridge SE of Elbert City |
Up to 12" in about 3 hrs. |
6/17 |
Deer Trail |
1.05" 1 hr. |
6/17 |
El Paso County |
6" in 4 hrs. |
6/17 |
Fort Collins |
2.31" in 1 hr., 2.46" in 3 hrs. |
6/17 |
Fountain |
4.70" in 6 hrs. |
6/17 |
Holly |
11.08" in 6 hrs. |
6/17 |
Near Falcon, El Paso County |
Up to 14" |
6/17-18 |
Two Buttes 1NW |
10" |
Stream Flow Peaks:
| Date |
Location |
Peak Discharge |
| 6/14 |
Fountain Creek at Security |
3,890 cfs |
| 6/16 |
East Plum Creek |
126,000 cfs (1,170 cfs per sq. mi.) |
| 6/16 |
West Plum Creek |
36,800 cfs |
| 6/16 |
Cherry Creek near Melvin |
39,900 cfs |
| 6/17 |
Big Sandy Creek near Calhan |
60,700 cfs at 5 p.m. |
| 6/17 |
Jimmy Camp Creek |
124,00 cfs |
| 6/17 |
South Platte at Denver |
40,300 cfs |
| 6/17 |
South Platte at Fort Lupton |
36,800 cfs |
| 6/17 |
Fountain Creek at Security |
21,500 cfs |
| 6/17 |
Fountain Creek at Pueblo |
80,000 cfs (estimate) |
| 6/17 |
Purgatoire River at Trinidad |
15,700 cfs |
| 6/17 |
Kiowa Creek at Elbert |
41,500 cfs (1,451 cfs per sq. mi.) |
| 6/17 |
Wolf Creek above Granada |
35,300 cfs |
| 6/17 |
Two Butte Creek at the mouth of Two Buttes Reservoir |
182,000 cfs after overtopping the reservoir |
| 6/18 |
Bijou Creek near Wiggins |
466,00 cfs |
| 6/18 |
South Platte at Balzac |
123,000 cfs |
| 6/18 |
Arkansas R. above John Martin Res. |
104,00 cfs |
| 6/18 |
Arkansas R. at Caitlin Dam |
43,200 cfs |
| 6/18 |
Purgatoire River near Higbee |
105,00 cfs (estimated) |
| Sources |
| -Mattai, H.F., Geological Survey Paper 1850-B, “Floods of June 1965 in the South Platte River Basin, Colorado,” 1969. |
| -Snipes, R.J., Geological Survey Paper 1850-D, “Floods of June 1965 in the Arkansas River Basin, Colorado, Kansas, and New Mexico,” 1974. |
-Storm Data, June 1965 |
-Climatological Data, June 1965 |
-The Denver Post, June 16-21, 1965, June 16, 1966 |
| -Hydrometeorological Report No. 55A (HMR 55A) Probable Maximum Precipitation Estimates-United States between the Continental Divide and the 103rd Meridian, U.S. Department Of Commerce National Oceanic And Atmospheric Administration, U. S. Department Of Army Corps Of Engineers, U. S. Department Of Interior Bureau Of Reclamation Silver Spring, Md. June 1988. |
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