Salinas Dam
The Salinas Dam is a dam built on the Salinas River in San Luis Obispo County, California. Designed by Raymond A. Hill, the gravity dam features an arched design with an open spillway. The War Department began construction on the dam in mid-1941, as World War II began to reach the Pacific. The original intent of the dam was to supply water to Camp San Luis Obispo, which the Army was considering expanding to meet military needs. However, the camp’s wells ultimately provided sufficient water to the camp, and the reservoir water was never required or used by the military. Today, the dam operations are leased by the city of San Luis Obispo, to supply water to the city and surrounding agricultural areas. The reservoir created by the dam is known as the Santa Margarita Lake, or Santa Margarita Reservoir.
Construction, Design, and Specifications
The Salinas Dam is a gravity dam with an arched design. The dam is built at an angle to allow overflow in the event that the lake level surpasses a safe height or capacity. The dam is 135 feet high, and is built to withstand a maximum theoretical capacity of 26,000 acre-feet of water, and a maximum water level of 1300.74 feet. The intake system of the dam is composed of three separate intakes. Two of the three intakes are flexible 15-foot snorkels, and the third is a fixed type. The actual capacity of the dam due to natural settling of sediments is now 23,842.90 acre-feet.The dam is almost entirely constructed of concrete, and was originally designed to include a steel spillway gate. However, the steel gate was installed at the Friant Dam near Fresno, instead, due to concerns that the dam would not be capable of holding the additional water. To date, the spillway remains as an open concrete ramp. This spillway is located at the north end of the dam and is 19 feet deep. With a gate installed to prevent the reservoir water from flowing over the spillway, it is estimated that the capacity of the reservoir could increase by 22,000 acre-feet, to a total of 46,000 acre-feet, provided the structure of the dam would be able to withstand the added pressure.
On May 21, 1941, the Army awarded a contract to two engineers to design and build the dam. The engineers forecasted that the dam would take a year to complete, but the Army would only allow six months for completion. Planning, surveying, and construction were accelerated, and the dam was completed within the allotted timeframe, in early January 1942.
The Salinas Dam project included not only the construction of the dam itself, but also the construction of a one-mile long tunnel through the Santa Lucia Mountain Range, and 9.2 additional miles of 24 inch reinforced concrete pipe to route the water. The one-mile tunnel, known as the Cuesta tunnel, was cement lined and approximately six feet wide by eight feet tall. The tunnel would allow the water to flow, by gravity, to the water treatment plant for the city of San Luis Obispo.
| Dam Feature | Measure |
| Dam Height | 135 feet |
| Maximum Water Level | 1300.74 feet |
| Maximum Theoretical Capacity | 26,000 acre-feet |
| Maximum Capacity | 23,842.90 acre-feet |
| Maximum Theoretical Capacity | 46,000 acre-feet |
Water Rights
The dam was originally owned by the United States Army, but was transferred to the Army Corps of Engineers in April 1947. Several months later, in July 1947, the Army Corps of Engineers and the County of San Luis Obispo Flood Control and Water Conservation District made an agreement that the District would assume the operation and maintenance of the dam and related operations. In 1988, the County Water District made an additional agreement with the Army Corps of Engineers to established a water quality monitoring program.San Luis Obispo now holds water rights up to 45,000 acre-feet from the reservoir; nearly the theoretical capacity of the dam with a flood gate installed.
Talk of Expansion
The city of San Luis Obispo investigated the feasibility of expanding the dam as a part of its 2013 Salinas Reservoir Expansion Study. This study explored the option of installing a spillway gate on the dam, and transferring the dam ownership completely from the Army Corps of Engineers to an unspecified “local” entity. Seismic simulation tests were conducted as part of this study, and it was found that at the proposed increased water level, the dam likely not maintain structural integrity. It was also found that, even at the lower historic water capacity, the dam could possibly fail during a prolonged earthquake, but was within acceptable ranges.Ultimately, the expansion did not come to fruition, and the ownership of the dam stayed in the hands of the Army Corps of Engineers.