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General Plan Update - City of Inglewood

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6.3 Flood Hazards<br />

6.3 FLOOD HAZARDS<br />

This section describes the existing flood hazards within <strong>Inglewood</strong>, as well as the flood<br />

protection measures provided by federal, state, and local programs. In addition, federal,<br />

state, and local regulations pertaining to flood hazards are presented. Flood hazards are<br />

an important consideration to the <strong>General</strong> <strong>Plan</strong> <strong>Update</strong> because protective measures and<br />

planning can provide a reliable and safe environment for <strong>City</strong>’s economic health and<br />

future development. The information for this section comes from a variety <strong>of</strong> documents,<br />

including correspondence with the <strong>City</strong>’s Department <strong>of</strong> Public Works, the <strong>City</strong>’s 2004<br />

Hazard Mitigation Action <strong>Plan</strong> and the County <strong>of</strong> Los Angeles Department <strong>of</strong> Public<br />

Works Watershed Management Program.<br />

• Existing Conditions<br />

Surface Water Drainage<br />

The <strong>City</strong> <strong>of</strong> <strong>Inglewood</strong> is located within the upper boundaries <strong>of</strong> both the Ballona Creek<br />

Watershed and the Dominguez Watersheds, as shown in Figure 5.2-1 (Watersheds) <strong>of</strong><br />

Section 5.2 <strong>of</strong> this TBR. The majority <strong>of</strong> the <strong>City</strong> is located within the Dominguez<br />

Watershed and drains southward into the Dominguez Channel and ultimately into the<br />

Los Angeles Harbor. However, most <strong>of</strong> the northern areas <strong>of</strong> the <strong>City</strong> (generally the area<br />

north <strong>of</strong> Manchester Boulevard 90 ) drain westward into Centinela Creek that then flows<br />

west into the Ballona Creek. Additionally, the northern part <strong>of</strong> the Morningside Park<br />

neighborhood drains northward into Ballona Creek and ultimately into the Santa Monica<br />

Bay. Section 5.2 (Hydrology and Water Quality) contains additional information on the<br />

<strong>City</strong>’s hydrologic setting.<br />

The Dominguez Watershed is comprised <strong>of</strong> approximately 110 square miles <strong>of</strong> land in<br />

the southern portion <strong>of</strong> Los Angeles County. 96 percent <strong>of</strong> its total area is developed and<br />

the overall watershed land use is predominantly residential. Rather than being defined by<br />

the natural topography <strong>of</strong> its drainage area, the Dominguez watershed boundary is<br />

defined by a complex network <strong>of</strong> storm drains and smaller flood control channels. The<br />

Dominguez Channel extends from the Los Angeles International Airport to the Los<br />

Angeles Harbor and drains large if not all portions <strong>of</strong> the cities <strong>of</strong> <strong>Inglewood</strong>,<br />

Hawthorne, El Segundo, Gardena, Lawndale, Redondo Beach, Torrance, Carson and Los<br />

Angeles. 91<br />

The Ballona Creek Watershed is approximately 130 square miles; the major tributaries to<br />

Ballona Creek include Centinela Creek, Sepulveda Canyon Channel, Benedict Canyon<br />

Channel, and numerous storm drains. Due to the extensive modifications <strong>of</strong> Ballona<br />

90 County <strong>of</strong> Los Angeles, Department <strong>of</strong> Public Works, Ballona Creek Watershed Master <strong>Plan</strong>, 2006, Website:<br />

http://www.ladpw.org/wmd/watershed/bc/bcmp/masterplan.cfm, accessed March 16, 2006<br />

91 County <strong>of</strong> Los Angeles, Department <strong>of</strong> Public Works, Dominguez Watershed Current Conditions, 2006.<br />

Website: http://www.ladpw.org/wmd/watershed/DC/current_cond.cfm, accessed March 16, 2006.<br />

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

6.3-1

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