Tat Momolikot Dam was designed and constructed by the Corps of Engineers. It was authorized by Flood Control Act of 1965, Public Law 89-298, Eighty-ninth Congress, First Session, approved October 1965. Construction of the dam began on September 27, 1972 and was completed on June 27, 1974. The dam is located on the Papago Indian Reservation in Pinal County, Arizona, about 65 miles south of Phoenix, 60 miles northwest of Tucson, and 20 miles south of Casa Grade . It was constructed as a multiple-purpose reservoir project to provide protection against floods to downstream lands and improvements; water conservation storage; development of irrigable lands; recreation; and fish and wildlife facilities. The dam also provides partial flood protection to development in the overflow area, which for the standard project flood would extend to Santa Cruz Wash, about 33 miles to the north, covering 57,000 acres (location map).
The operating agencies for Tat Momolikot Dam are the Bureau of Indian Affairs (BIA) and the Corps of Engineers (COE). The BIA is responsible for the operation and maintenance of the dam, reservior, and intake and outake works. The Corps has agreed to assist the BIA in the operation of the dam, if requested, and in the collection of hydrologic data.
The current water control manual for Tat Momolikot Dam was approved in December 1990.
Tat Momolikot Dam project consists of the main
dam, which is a compacted-earthfill embankment, a reservior area,
flood-control outlet works, water conservation outlet works,
several detached dikes, a detached concrete spillway, pits for
fish ponds, an overlook, area, and two new roads. The physical
data for some of the project components are provided below.
Physical Components
Embankment
Type
Earth Fill
Top Elevation
1,557 feet MSL
474.57 meters MSL
Maximum height above streambed
75.5 feet
23 meters
Top Length
12,440 feet
3,791.71 meters
Freeboard
6.3 feet
1.92 meters
Spillway
Type
Broadcrested
Control Section
Trapezoid
Spillway Crest
1,539 feet MSL
469.09 meters MSL
Crest Length
1,000 feet
304.8 meters
Outlet Works
Conservation (gated)
Inlet Portal Invert
Elevation
1,485 feet MSL
meters MSL
Exit Portal Invert
Elevation
1,483.85 feet MSL
meters MSL
Conduit Length
448 feet
136.55 meters
Conduit Diameter
5 feet
1.52 meters
Maximum Capacity
200 cfs
5.66 cms
Flood
Control (ungated)
No Flashboards
1,509 feet MSL
459.94 meters MSL
With all flashboards
1,515 feet MSL
461.77 meters MSL
Inlet Portal Invert
Elevation
1,509 feet MSL
459.94 meters MSL
Exit Portal Invert
Elevation
1,509 feet MSL
459.94 meters MSL
Conduit Length
79.12 feet
24.12 meters
Conduit Dimensions
(feet)
13W X 12H
3.96W X 3.66H
Maximum Capacity
4,960 cfs
140.47 cms
Reservoir
Conservation Pool Elevation
1,509 feet MSL
459.94 meters MSL
Flood Control Pool (spillway crest)
1,539 feet MSL
469.09 meters MSL
Top of Conservation Pool Area*
2,050 ac.
8.29 MSM
Spillway Crest Area*
11,790 ac.
47.7 MSM
Allowance of Sediment*
40,000 ac.-ft
49.34 MCM
Conservation Pool Capacity
19,560 ac.-ft
24.13 MCM
Spillway Crest Capacity
198,545 ac.-ft
244.93 MCM
Reservoir Design Flood
Peak Inflow (5-days)
77,000 cfs
2180.64 cms
Peak Outflow
4,960 cfs
140.47 cms
Reduction in Peak
72,170 cfs
2043.85 cms
Total Volume
178,000 ac.-ft
219.58 MCM
Spillway Design Flood
Peak Inflow (5-days)
280,000 cfs
7929.6 cms
Peak Outflow
4,960 cfs
140.47 cms
Reduction in Peak
139,400 cfs
3947.81 cms
Total Volume
455,000 ac.-ft
561.3 MCM
Notes:
MSL = Mean Sea Level.
MCM = million cubic meters
cfs = cubic feet per second
cms = cubic meters per second
MSM = million square meters
ac.-ft = acre-foot
* Based on surveys of 1968 & 1975