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General Plan Update - City of Inglewood

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3.1 Water System<br />

The Sanford M. Anderson Treatment <strong>Plan</strong>t (Anderson Treatment <strong>Plan</strong>t), a three acre site,<br />

is located on the southwest corner <strong>of</strong> Eucalyptus Avenue and Beach Avenue, within the<br />

<strong>City</strong>, and was constructed to treat the <strong>City</strong>’s groundwater for iron and manganese.<br />

Currently, the Anderson Treatment <strong>Plan</strong>t has a capacity <strong>of</strong> 8.64 million gpd and a<br />

clearwell capacity <strong>of</strong> 834,000 gallons. The treated water is then pumped from the<br />

treatment plant to the North <strong>Inglewood</strong> and Morningside facilities. The raw well water is<br />

conveyed directly to the <strong>City</strong>’s treatment plant (Sanford M Anderson Treatment <strong>Plan</strong>t) via<br />

a 12-inch to 27-inch diameter raw well water transmission main.<br />

Water Demand and Supply<br />

The <strong>City</strong> <strong>of</strong> <strong>Inglewood</strong>’s historic water production was established from records <strong>of</strong> well<br />

production and purchased imported water from two Metropolitan Water District<br />

connections.<br />

The annual water purchase and well production over the last seven years has averaged a<br />

total <strong>of</strong> 12096.44 AF/year. The <strong>City</strong> pumped an annual average <strong>of</strong> 5,601 AF <strong>of</strong> local<br />

groundwater and imported 6,394 AF <strong>of</strong> MWD water over the last seven fiscal years. 23 The<br />

percentage <strong>of</strong> the total water supply that was provided by groundwater averages<br />

approximately 43 percent per year. About 57 percent <strong>of</strong> the total water supply was<br />

provided by imported water from MWD.<br />

Demand variations through a year are influenced by seasonal effects. Peak and low<br />

monthly consumption occur during the dry summer months and wet winter months.<br />

Peak demands occur in June and August, and the 2001-2002 monthly water demands<br />

were 1046.10 AF in June, and 1118.43 in August 01-02. Low demands occur in February,<br />

with a monthly water demand <strong>of</strong> 757.67. 24 The highest and lowest demand factors are<br />

1.31 and 0.57 respectively.<br />

In FY 2004–2005 the <strong>City</strong> had an available supply <strong>of</strong> 11,751.45 AF from groundwater<br />

and purchased water. Projected water supplies to 2030 are derived from the adjudicated<br />

water rights, the 18 year averages for carryovers, net leases/exchanges and purchased<br />

water. Table 3.1-1 refers to the current and projected supply though 2030. The one factor<br />

that is constant throughout the period is the adjudicated water rights – the city produced<br />

groundwater, <strong>of</strong> 4449.89 AF/year.<br />

23 <strong>City</strong> <strong>of</strong> <strong>Inglewood</strong>, Water Master <strong>Plan</strong>, 2003, Executive Summary, AKM Consulting Engineers, pp5-1<br />

24 Ibid., pp5-2.<br />

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

3.1-7

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