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Shallow Groundwater in Santa Clara Valley, California
The shallow water table in the northern Santa Clara Valley (e.g., San Jose, Santa Clara, and Sunnyvale) has come up 30 feet in the past ten years, from about 40 feet below ground surface in 1990 to less than 10 feet below ground surface in 1999. This means that buildings with basements or underground parking garages are at risk due to flooding from groundwater.
Shallow groundwater levels fluctuate seasonally with the peak annual elevation occurring in May or June, about two to four months after the peak monthly rainfall in January and February.
Probable causes are rooted in the history of the Santa Clara Valley groundwater basin. In the early 1900's, the deep aquifer of the Santa Clara Valley groundwater basin had flowing artesian pressures (i.e., water would flow from a well without pumping). By 1965, intensive groundwater pumping for irrigation, municipal, and industrial uses resulted in a decrease in water levels in the deep aquifer to nearly 200 feet below ground surface. Significant areas of drawdown were near San Jose, Santa Clara, and southern Sunnyvale. Decreased pressure in the deep aquifer also resulted in land-surface subsidence of up to 14 feet by the end of the twentieth century.
After the middle of the century, surface water imports by the City of San Francisco (Hetch Hetchy Aqueduct in 1951), the State Water Project (South Bay Aqueduct in 1965), and the Federal San Felipe Water Project (Santa Clara Conduit in 1987) reduced demands for groundwater. Agricultural land was converted to commercial and residential uses. Wells were abandoned in favor of surface water supplies. Surplus surface water also began to be used to recharge the deep aquifer. This resulted in an increase in water levels to pre-1960 conditions, to approximately sea level in 1990 and to above ground surface (flowing artesian) today.
In summary, probable causes of a high shallow water table include the following (not necessarily in order of importance):
 Decreased pumping from wells in the shallow aquifer (less than 100 feet deep).
 Decreased pumping from wells in the deep aquifer (below a depth of 200 feet).
 Enhanced recharge of the deep aquifer with surplus surface water.
 The continued existence of abandoned deep-aquifer wells that "leak" water between the deep and shallow aquifers.
 Land subsidence.
Flooding of underground facilities by shallow groundwater can be prevented by continuous pumping to lower the water table. This is appropriate for larger commercial or industrial buildings where there is a larger floor area or volume of water than can be handled with sump pumps. In addition, lowering the water table by pumping outside of the building allows full restoration of the original use of the building. For residences and small buildings, sump pumps are an appropriate remedy.
© 1998-2007 Ulrick & Associates
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