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General Plan Update - City of Inglewood

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6.3 Flood Hazards<br />

enforcement as there is a less then one percent chance <strong>of</strong> a flood occurring within the<br />

<strong>City</strong> in any given year. 96<br />

As previously stated, the <strong>City</strong> is situated mostly in the upper reaches <strong>of</strong> two local<br />

watersheds and is not located in any identified 50-year, 100-year or 500-year flood plain.<br />

Therefore, the risks associated with flooding in the <strong>City</strong> tend to be localized and would<br />

most likely occur when the amount <strong>of</strong> water generated from rainfall and run<strong>of</strong>f exceeds<br />

the capacity <strong>of</strong> the storm drain system. In order to reduce the likelihood <strong>of</strong> localized<br />

flooding, the Storm Drain Maintenance Staff regularly clears the catch basins and drains<br />

<strong>of</strong> foliage, garbage, and other obstructions to allow the free flow <strong>of</strong> run<strong>of</strong>f to prepare for<br />

and prevent flooding. 97<br />

Two specific intersections have been identified as being subject to flooding during<br />

heavier than average rain event. The intersection <strong>of</strong> West Century Boulevard and South<br />

<strong>Inglewood</strong> Avenue and the intersection <strong>of</strong> West Beach Avenue and Evergreen Street<br />

flood on a regular basis. The <strong>City</strong> is presently analyzing this issue and it will be addressed<br />

in the Storm Drain Master Study <strong>Plan</strong> 98 .<br />

Dams and Reservoir Inundation<br />

Dam and reservoir failures can result from a number <strong>of</strong> causes, both manmade and<br />

natural. An earthquake, erosion <strong>of</strong> the foundation, improper siting, structural or design<br />

flaws and rising floodwaters, individually or in a combination, can result in the release <strong>of</strong><br />

large amounts <strong>of</strong> water.<br />

The <strong>City</strong> has two reservoirs that act as storage for the booster pump stations: the North<br />

<strong>Inglewood</strong> and Morningside Reservoirs. Each reservoir is about 18 feet to 20 feet deep,<br />

but the reservoir levels are maintained below 3.5 feet to ensure circulation and maintain<br />

adequate disinfectant residuals in the system. The North <strong>Inglewood</strong> Reservoir was<br />

constructed in 1974, and is a covered underground reservoir totaling approximately 144<br />

feet wide and 221 feet long. While its total capacity is approximately 4.6 million gallons,<br />

the reservoir level is currently operated between 1.0 and 3.5 feet. The Morningside<br />

Reservoir was constructed in 1954, and has a total capacity <strong>of</strong> 16 million gallons. The<br />

reservoir level is currently operated between 0.5 and 2.5 feet. As both reservoirs are<br />

below-ground storage facilities, there is no risk <strong>of</strong> flooding or inundation due to reservoir<br />

failure. 99<br />

96 http://www.city<strong>of</strong>inglewood.org/faqs/categoryqna.asp?id=13 Accessed March 16, 2006.<br />

97 http://www.city<strong>of</strong>inglewood.org/depts/pw/divisions/water_works/storm_water/storm_h2o.asp.<br />

Accessed March 16, 2006.<br />

98 Conversation with Eugene Parker, <strong>Inglewood</strong> Department <strong>of</strong> Public Works, March 20, 2006<br />

99 Conversation with Eugene Parker, <strong>Inglewood</strong> Department <strong>of</strong> Public Works, March 20, 2006<br />

<strong>City</strong> <strong>of</strong> <strong>Inglewood</strong> <strong>General</strong> <strong>Plan</strong> <strong>Update</strong> Technical Background Report<br />

6.3-3

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