Santa Fe Dam and Reservoir is a flood control project constructed and operated by the U.S. Army Corps of Engineers, Los Angeles District. Construction of the project started in August 1941, but temporarily interrupted in 1943 in deference to military work. Construction resumed in 1946, and the embankment and the spillway were completed in February 1947. Installation of the slide gates was delayed by post-war metal shortages until January 1949. The project is located on the San Gabriel River about 4 miles downstream from the mouth of the San Gabriel Canyon. The San Gabriel River originates on the southern slopes of the San Gabriel Mountains. It flows through precipitous canyons to the base of the mountains, thence across a broad alluvial cone to Santa Fe Reservoir, and through the San Gabriel Valley to Whittier Narrows Reservoir. The Rio Hondo, a distributary of the San Gabriel River, branches from the river just below Santa Fe Dam and flows westward to Whittier Narrows Reservoir. From Whittier Narrows Reservoir, the San Gabriel River flows south to the Pacific Ocean, and the Rio Hondo flows southwestward to the Los Angeles River. Santa Fe Dam and Reservoir was constructed under the authorization of the Flood Control Act of June 1936 (as amended). The project was incorporated into a comprehensive development plan described in the District Engineer's report titled, "Survey Report, Flood Control, Los Angeles and San Gabriel Rivers and their tributaries and Ballona Creek, California", dated 5 February 1940. This comprehensive plan was implemented by the Flood Control Act of 1941.
Santa Fe Dam is an essential element of the Los Angeles County Drainage Area (LACDA) flood control system. The primary purpose of the dam is to provide flood protection for the densely populated area between the dam and Whittier Narrows Reservoir. The flood control operation of Santa Fe Dam is also coordinated with the operation of other Corps dams in the LACDA system, namely Whittier Narrows Dam, Hansen Dam and Sepulveda Dam. Although it has no authorized storage allocation for water supply, its flood control operation provides incidental water conservation benefits to the people of San Gabriel Valley and other parts of the Los Angeles Basin.
Santa Fe Dam contains sixteen 6-foot wide by 9-foot high hydraulically operated slide gates. The combined maximum capacity of the sixteen outlets (with each gate wide open and the reservoir level at spillway crest elevation - 496 feet) is 41,000 cfs. During "stand-by" position, one gate is opened at 0.5 feet and the rest are in a closed position. This gate setting is designed to pass low flows and build a debris pool during high inflows. Discharge rates within the debris pool range allows the Los Angeles County Department of Public Works to divert the flow to its spreading facilities, thereby enhancing water conservation. Once the reservoir level reaches elevation 456 feet, flood control releases are initiated. The dam can release a maximum of 41,000 cfs. During recession, the flood pool is drained as rapidly as possible, consistent with the achievement of downstream flood control. This is done to empty the flood control pool in preparation for the next flood. As soon as the flood pool is drained, releases are reduced so that LACDPW can resume water conservation operation.
Santa Fe Dam's spillway structure is of an overflow concrete ogee type located in the right or northwestern abutment of the dam. The spillway has a crest length of 1,200 feet and a crest elevation of 496 feet. Immediately downstream of the overflow section of the spillway structure is a concrete lined stilling basin. The spillway channel is 1,200 feet wide and extends approximately 5,000 feet from the end of the stilling basin. During spillway flow, the gates are closed gradually to maintain the combination of the spillway flow and outlet works flow to 41,000 cfs.
The current water control manual for Santa Fe Dam was approved in October 1967. Revision of the manual is tentatively scheduled for 2003. The revision will take advantage of the improvements currently underway in the LACDA channels.
SANTA FE DAM AND RESERVOIR January 1949 San Gabriel River 236 Cogswell, San Gabriel and Morris Dams + 2.18 feet = 421.0 423.2 456.0 458.2 496.0 498.2 508.3 510.5 513.0 515.2 285 1,033
LOS ANGELES, CALIFORNIA
PERTINENT DATA - JUNE 2016
Primary Objective
Flood Control
Incidental Water Conservation
Completion Date
Stream System
LACDA
Drainage Area
mi2
Significant Upstream Flood Control Facilities
LACDPW
DSAC Rating
2
Reservoir:
Elevation
NGVD 1929
NAVD 1988
Streambed at dam
ft
Debris Pool
ft
Spillway crest
ft
Revised Spillway design surcharge level6
ft
Top of dam
ft
Area1
Debris Pool
acres
Spillway crest
acres
Revised Spillway design surcharge level6
1,231
acres
Top of dam
1,290
acres
Capacity1, Gross
Debris Pool
2,679
af
Spillway crest
29,651
af
Revised Spillway design surcharge level2
44,047
af
Top of dam
50,098
af
Allowance for sediment (100-year)2
16,000
af
Dam
Type:
Earthfill
Height above original streambed
92
ft
Top length
23,800
ft
Top width
30
ft
Spillway2
Type:
Overflow Concrete Ogee
Crest length
1,200
ft
Revised freeboard6
4.7
ft
Outlets2
Location
Middle of Embankment
Controlled
Gates - type
Hydraulic Vertical Lift
Number and size
16 - 6' W x 9'H
ft
Entrance / Discharge invert elevation
421.0 / 420.0
ft
423.2 / 422.2
Conduits
Number and Size
16 - 7' 4" W x 7' 4" H
ft
Length (total)
515
ft
Maximum capacity at spillway crest
41,000
cfs
Downstream channel capacity3
41,000
cfs
Reservoir Design Flood4
Duration (Inflow)
5
days
Total volume
183,700
af
Inflow peak
98,000
cfs
Outflow peak
44,000
cfs
Maximum water surface elevation
497.4
ft
499.6
Spillway Design Flood ➜
Original5
Resived PMP6
Duration (Inflow)
1
days
3.5
Total volume
184,000
af
508,200
Inflow peak
238,000
cfs
252,200
Outflow peak
224,800
cfs
248,800
Maximum water surface elevation
508.4 (510.6 NAVD)
ft
508.3 (510.5 NAVD)
Historic Maximums
Date
Maximum water surface elevation
(12-19-1966)
474
ft
476.2
Maximum storage (46% full)
(12-19-1966)
14,4007
af
Maximum 1-hour inflow
(2-25-1969)
26,400
cfs
Maximum outflow
(1-26-1969)
26,800
cfs
476.2
1. Based on September 2010 Survey
2. Interim Report on H & H Review of Design Features of Existing Dams for LACDA, June 1978
3. LACDA Feasibility Study Hydrology Appendix, December 1991
4. San Gabriel River Improvement, Santa Fe Dam and Approach Channel, Analysis of Design, Addendum B, May 1944 (prior Hydrology Studies held releases to 19,000 cfs)
5. Hydrology San Gabriel River above Santa Fe Flood Control Basin, December 19405. Hydrology San Gabriel River above Santa Fe Flood Control Basin, December 1940
6. Santa Fe Dam Probable Maximum Flood 2011 Update, August 2011
7. Based on June 1961 Survey