Howard A. Hanson Dam

The Green River Valley was settled in the 1850s and became a notable farming area, until an aphid infestation destroyed the large hop crop in 1890. Since then, the area mainly consisted of dairy and berry farms, but farmers had to cope with yearly floods. These floods would lead to log jams, redirecting the Green and other rivers. Sometimes farmers would clear log jams with dynamite which led to the flooding of other farms. To deal with the matter, the Associated Improvement Clubs of South King County was formed in 1926. The association created several dikes and repaired river courses but they would soon realize more help was needed. It was not until 1936 that community leaders, citizens and with additional effort by Congress, the U.S. Army Corps of Engineers (USACE), Seattle District began to search for a suitable flood control project site on the Green River. The selection was delayed by the Second World War and finally in 1949, Eagle Gorge was recommended to Congress as a site for a dam and reservoir project. In 1955, funds were appropriated for the project; Congress gave $37 million, Washington State $1.5 million and King County provided $500,000. Construction on the dam which included the relocation of 13 miles (21 km) of the Northern Pacific Railway began in February 1959. During construction in December 1959, the last devastating flood occurred on the Green River; damaging homes and removing topsoil from farms. Despite this, the dam was completed almost five months ahead of time on Christmas Day, 1961. The completion of the dam ended a 70-year era of flooding in the Green River Valley and by 1996, the dam had prevented an estimated $694 million in flood damages. The dam was originally named the Eagle Gorge Dam but was renamed by Congress in 1958 to the Howard A. Hanson Dam. Hanson led civic and government groups in an effort to construct the dam. He was largely instrumental in obtaining funding for the dam. Hanson died in 1957 before construction began. ==Characteristics==

The Howard A. Hanson Dam is an earthen embankment structure at a length of 675 ft (205 m) and height of 235 ft (70 m). The base of the dam is 960 ft (290 m) wide and sits within Eagle Gorge, a ravine with nearly vertical rock walls. The reservoir withheld by the dam collects water from 220 square miles (570 km2) of drainage area; it is 7 miles (11 km) long. The dam structure contains a concrete spillway on its left side capable of discharging overflow at . The spillway is controlled by two 45 x 30 ft (15 x 6 m) Tainter gates while an outlet tunnel at the base of the dam is controlled by two 10 x 12 ft (3 x 4 m) Tainter gates. The dam serves its flood control purpose during the rainy season collecting and then controlling the release of flood waters through the base outlet tunnel. This process occurs as often as necessary and in the event of an extreme flood, the spillway can be used. However, spillway use has never been required. In March, the dam serves to conserve water and during the summer, releases specific amounts to assist in fish migration and spawning along with enhancing sports fishing. During the winter, the reservoir is kept near empty. The dam is located within the Tacoma watershed and public access is not allowed, creating controversy among recreation proponents for some time. Water released from the dam is diverted into a water purification facility 3 miles (5 km) downstream for civil consumption. ==Flooding concerns==

In January 2009, of rainfall within 24 hours peaked water inflows behind the reservoir at , raising the reservoir level to a record high of above sea level. In comparison, the maximum authorized storage level is above sea level and the normal summer level is . The Howard A. Hanson dam had controlled and prevented a flood that would have caused an estimated $4 billion in damages. However, soon after the flood the USACE discovered two depressions on the right abutment of the dam, increased water levels in groundwater monitoring wells and the appearance of sediment-laden water entering the abutment drainage tunnel. The USACE did not believe the dam was at immediate risk of failing but assessed increased danger to downstream communities until the problem was resolved. The USACE began to lower and restrict the elevation of the dam's reservoir. In addition, by November 2009, the USACE constructed an interim seepage barrier along with improving the drainage of the right abutment. These actions were estimated to reduce the chance of flooding from a 1 in 3 to a 1 in 25 chance during 2010. ==See also==