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Facilities in Operation

Storage Dams

1      

Aqueducts

225.1 mi  

Pumping Plants

 

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San Diego Aqueduct

Type:

Consists principally of two parallel reinforced concrete pipelines. Includes 3.6 mi of steel pipeline (total in both pipelines), and 9.7 mi of single pipeline (full capacity) and tunnels

Location

From the end of the San Jacinto Tunnel of the Colorado River Aqueduct (MWD of Southern California near San Jacinto, California, south to San Vicente Reservoir, about 15 mi northeast of San Diego, California.

Construction period

 

   Pipeline 1

1945-1947  

   Pipeline 2

1952-1954  

Length

71.1 mi  

Diameter

96-48 in  

Design capacity of the First Aqueduct -
 Includes Pipelines 1 and 2

196 cfs  


Second San Diego Aqueduct  -  Pipeline 3 - MWD Section

Location

Extends from the Colorado River Aqueduct, near San Jacinto, to about 6 miles inside San Diego County, the MWD point of delivery to the Authority

Construction period

1957-1960  

Description:

Consists of 16 miles of open canal that discharges blended Colorado River and Colorado State Water Project water into Lake Skinner and 19.3 miles of 72-in-diameter pipe from the Robert A. Skinner Filtration Plant to the Authority's delivery point

Length:

 

   Open channel

16 mi  

   Pipeline

19.3 mi  

Diameter

72 in  

Capacity:

 

   Open canal

500 cfs  

   Pipeline

250 cfs  


Second San Diego Aqueduct  -  Pipeline 3 - Authority's Section

Location

Extends from the MWD delivery point to the terminal structure at Lower Otay Reservoir.

Construction period

1957-1960  

Description:

The first 10.6 mi of the pipeline, extending from MWD's delivery point to the Twin Oaks Vent about 5 mi north of San Marcos, consists of 72- and 75-in-diameter steel pipe. In reaches of the pipeline where heads exceed 600 ft, the pipe was cement-mortar lined and coated. The reach of the pipe from Twin Oaks Vent to Black Mountain Vent, 18.2 mi, is 75-, 72-, 69-, and 66-in prestressed concrete pipe and cement-mortar coated and lined steel pipe

Total Length

59 mi  

MWD delivery to Twin Oaks

 

   Length

10.6 mi  

   Diameter:

72-75 in  

Twin Oaks to Black Mountain

 

    Length

18.2 mi  

   Diameter

    66, 69, 72, 75 in  

MWD delivery to Miramar Reservoir

 

   Distance

34 mi  

   Capacity:

250-175 cfs  

Miramar Reservoir to Otay Reservoir

 

   Distance

25 mi  

   Capacity

157-144 cfs  


Second San Diego Aqueduct  -  Pipeline 4 - MWD's Section

Location

The first reach of MWD's section of Pipeline 4 starts at Lake Skinner, where it receives water either from the lake or from the end of the San Diego Canal near Auld Valley and extends 9.5 mi south to the town of Temecula. The second reach starts at a point south of U.S. Highway 395, near Temecula, and extends to the Authority's delivery point about 9.8 mi south of the Riverside-San Diego County line.

Construction period

 

   Reach 1

1968-1969  

   Reach 2

1969-1971  

Description

The pipeline in the first reach of MWD's section consists of 9.5 mi of 99-in-inside-diameter, prestressed concrete cylinder pipeline. The second reach consists of 9.8 mi of 89-in-inside-diameter, mortar-lined and coated, welded-steel pipe.

Total length

19.3 mi  

Diameter:

 

   Auld Valley to Temecula

99 in  

   Temecula to delivery point

88 in  

Capacity

380 cfs  


Second San Diego Aqueduct  -  Pipeline 4 - Authority's Section

Location

Phase I extends from Rainbow to the Crossover Aqueduct diversion structure near San Marcos. Phase II, from the Crossover Aqueduct to Escondido Mountain. Phase III, from Escondido Mountain to Miramar Reservoir. The Pomerade Pipeline (Phase IV) includes an extension of Pipeline 4 from Miramar Reservoir to Shepherd Canyon and a section of pipeline in Shepherd Canyon to the intersection of Clairemont Mesa Boulevard and Santo Road in San Diego.

Construction period

First 3 phases, 1969-1973. Phase IV extension, 1979.  

Description

Pipeline 4 was constructed in four phases. Phase I consists of 10.6 mi of 88-in-prestressed concrete pipe. Phase II is composed of 11.23 mi of 96-in-mortar-lined and coated, welded-steel pipe. Phase III consists of 12 mi of 96-, 72, and 69-in prestressed concrete pipe. Phase IV consists of 6.59 mi of 84-, 72-, and 54-in prestressed concrete cylinder pipe.

Total length

40.4 mi  

Diameter:

 

   Phase I

88 in  

   Phase II

96 in  

   Phase III

92, 72, 69 in  

   Phase IV

84, 72, 54 in  

 

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