Brea Dam, constructed, operated and maintained by the Corps of Engineers (COE), is a single purpose flood control project. The dam is located in the city of Fullerton just upstream of the fork of Brea Boulevard and Harbor Boulevard. Construction on the dam began in July 1940 and was completed in March 1942. Brea Dam, one of the units of the flood-control project for the San Gabriel River Basin and Orange County, California, was conceived under authorization of the Flood Control Act of 22 June 1936.
Brea Dam controls 22.0 square miles of drainage area of Brea Creek and its tributaries. Brea Creek generally flows southwesterly into the reservoir. Below the dam, the creek flows southward through the central business district of the city of Fullerton, where it turns westward to join Coyote Creek, a tributary of the San Gabriel river.
Brea Dam consists of : (1) an earthfilled embankment; (2) a reinforced concrete outlet works; (3) an ungated outlet; (4) a detached spillway; (5) saddle dike; and (6) reservoir.
The stand-by gate setting for the dam is currently 2 gates open at 3.5 feet. The regulation schedule at the dam during flood events is based on a combination of precipitation at the Brea Dam station during the preceding 30-minute period and current water surface elevation. Additionally, the downstream channel capacity must be monitored, and if need be, modify releases from the published schedule to prevent overtopping of the downstream channel.
The channel capacity immediately downstream of the dam is 2,000 cfs as provided by a rectangular reinforced concrete channel. For next three miles, the capacity increases to a 2,200 cfs to 3,000 cfs capacity rectangular reinforced concrete channel. In the next 2 miles of channel, the capacity expands to 11,000 cfs. For last mile, just upstream of the confluence with Coyote Creek, the capacity ranges from 3,500 cfs to 4,000 cfs.
The current water control manual for Brea Dam was approved in May 1990.
BREA DAM AND RESERVOIR
ORANGE COUNTY, CALIFORNIA
PERTINENT DATA - JUNE 2016
Operational Objectives
Flood Control
Original Completion Date
March-1942
Authorized as part of SAR
Stream System
Brea Creek
LACDA, drains to San Gabriel River
Drainage Area
22
mi2
Significant Upstream Flood Control Facilities3
None
DSAC Rating
4
as of 2015
Reservoir:
Elevation
Local Datum
+1.22 ft =
NAVD 1988
Original Streambed Elecation2
205.0
ft
206.2
Intake Invert2
208.0
ft
209.2
Spillway crest
279.0
ft
280.2
Revised Spillway design surcharge level3
292.2
ft
293.4
Top of dam4
295.0
ft
296.2
Top of Prapet Wall
298.0
ft
299.2
Area1
Spillway crest
163
acres
Spillway design surcharge level3
250
acres
Top of dam
273
acres
Capacity, Gross1
Spill way crest
3,888
af
Spill way design surcharge level3
6,568
af
Top of dam
7,300
af
Allowance for sediment (50-year)2
1,200
af
Dam2
Type:
Earthfill
Height above original streambed (not including parapet)
90
ft
Top length
1,765
ft
Top width
20
ft
Saddle Dike crest length
640
ft
Saddle Dike crest height
41
ft
Spillway2
Type:
Ungated, overflow concrete ogee
Crest length
150
ft
Revised PMF available freeboard3
2.8
ft
Outlets2
Type:
Ungated, overflow concrete ogee
Uncontrolled
Number and size
2 - 3.0' W x 2.5' H
ft
Entrance invert elevation
251
ft
252.2
Controlled
Gate type
Electric Motor Vertical Lift
Number and size
2 - 5' W x 8' H
ft
Entrance & Exit invert elevations
208 & 207
ft
209.2 & 208.2
Conduits
Number and size
2 - 5' W x 8' H
ft
Length
484
ft
Maximum conduit capacity at spillway crest
3,790
cfs
Maximum schedule release
1,500
cfs
Length
484
cfs
Reservoir Design Flood ➜
Original2
Resived SPP2
Duration (Inflow)
5
days
2
Total volume
9,440
af
8,260
Inflow peak
8,300
cfs
8,000
Outflow peak
1,330
cfs
5,400(6)
Maximum water surface elevation
278.9 (280.1 NAVD)
ft
283.3 (284.5 NAVD)
Spillway Design Flood ➜
Original2
Resived PMP2
Duration (Inflow)
24
days
2
Total volume
8,200
af
8,260
Inflow peak
16,800
cfs
8,000
Outflow peak
14,500
cfs
5,400(6)
Maximum water surface elevation
287.7 (288.9 NAVD)
ft
292.2 (293.4 NAVD)
Historic Maximums
Date
NGVD 1929
NAVD 1988
Maximum water surface elevation
3/1/1983
252.0
ft
253.2 NAVD
Maximum storage (27% full)
3/1/1983
10737
af
Maximum 1-hr Inflow
2/21/2005
2,964
cfs
Maximum release
3/1/1983
1,430
cfs
1. Based on May 1994 (WSE 208-277) & June 1964 (WSE 277-295) Surveys
2. Brea Creek Improvement, Brea Dam Analysis of Design, February 1940
3. Interim Rpt, Review of Design Features of Existing Dams, H&H Review, Prado, Brea, Fullerton & Salinas Dam, November 1969
4. This is the top of the main embankment. There is a 3' high parapet wall built on the embankment in 1973 to provide adequate freeboard.
5. Capacity directly d/s is 2,200 cfs (LACDA Feasibility Interim Report, Hydrology Technical Report, December 1991) but is 2,000 cfs shortly thereafter (OCPW).
6. Revised SPF results in spillway flow under current operation plan. Increasing maximum scheduled release to 2,200 cfs avoids spillway flow.
7. Based on June 1964 survey (pre-1975 computation)