Ensuring the safety of a “high hazard” dam
Santa Clara Valley Water District / Los Gatos, California
The Lenihan Dam and its Lexington Reservoir are located in Los Gatos, California, the prosperous Silicon Valley town where John Steinbeck once wrote his classic novel The Grapes of Wrath. Only 1.3 miles from the San Andreas Fault, Lenihan is considered a “High Hazard” dam because of its proximity to dense populations.
A thousand-foot-long earthen dam completed in 1953, the Lenihan dam has an outlet pipe whose original capacity was 410 cubic feet per second (cfs). But beginning in the late 1980s, sections of the outlet pipe began buckling, and the maximum outflow was limited to 70 cfs.
In 1998, the Santa Clara Valley Water District was directed to find the causes of the failure and implement a long-term solution. During the 1989 Loma Prieta earthquake, brick buildings in Los Gatos were destroyed or damaged, underlining the importance of being able to lower the reservoir quickly in order to prevent the dam from failing in the event of another earthquake.
A horseshoe-shaped tunnel 2,000 feet long, 14 feet wide, and 13 feet tall was designed to house a new outlet pipe 54 inches in diameter. The plan called for a 37-foot vertical tunnel to be sunk from the back of the dam to intersect with the tunnel below.
As Construction Manager, Mott MacDonald provided project management, quality assurance, cost/schedule monitoring, environmental monitoring, and other services for the project. The tunnel was completed despite challenging conditions, including weak and friable rock and squeezing ground conditions.
“One of the major differentiating factors on this project and the reason the Lenihan Dam project should be recognized,” ENR California reported that the decision by the Santa Clara Valley Water District to commission Mott MacDonald as the construction manager and place our staff other technical personnel onsite “where they could interact with each other and the contractor.”
Mott MacDonald established a project site office with networking capability for processing submittals and RFIs. We monitored the budget, schedule, safety, and quality of the project, organized project partnership workshops and a Disputes Review Board, involved the Division of Safety of Dams to satisfy permit requirements, hosted tours by visiting dignitaries, and prepared monthly summary reports.
The new outlet structure returned the dam’s outflow capacity to the original 410 cfs. The project was completed nine days early and $1.4 million under budget, and after more than 155,000 hours of work, there were no recordable or lost-time incidents that resulted in a lost work day.
The local habitat was monitored during the project and a population of Dusky-Footed Woodrat (a type of packrat) was relocated. A “fish-friendly” inclined intake enables water from different levels of the reservoir to be discharged downstream, allowing the temperature and oxygen level of the discharge water to be regulated.