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Section 6 The Selected Alternative Plan

EAA Storage Reservoirs Revised Draft PIR and EIS February 2006

6-5

o Improved Miami Canal

o Improved Supply Canal

o Improved Bolles and Cross Canals

4. Levees

o L-601 Levee (Cell 1 Perimeter Levee)

o L-601i Levee (Internal Levee separating Cells 1 and 2)

o L-602 Levee (Cell 2 Perimeter Levee)

Stormwater Treatment Area

Approximately 1,495 acres of land already owned by the State of Florida and the

South Florida Water Management District adjacent to and in the southwest

corner of the reservoir has preliminarily been identified as the site for the

stormwater treatment area.

6.1.2 Pump Stations

6.1.2.1 S-610 Pump Station

S-610 is the reservoir inflow pump station with a total pumping capacity of 2,505

cfs and is located on the east side of Cell 1 on the North New River Canal. The

pump station is designed to capture runoff and Lake Okeechobee releases in the

North New River Canal. S-610 is a 9-bay pump station with six 360 cfs diesel

engine driven pumps and three 115 cfs electric motor driven pumps. All six

diesel engine driven pumps are used during maximum flood control operations.

The 115 cfs and 360 cfs pumps can be used to backpump seepage and maintain

the perimeter seepage canal levels during non-runoff event times. Although

electric motor driven pumps are presented for seepage pumping, for operational

flexibility, any combination of pumps can be used to maintain optimum seepage

canal levels.

6.1.2.2 S-611 Pump Station

The S-611 is a seepage collection pump station for Cell 2. This pump station

pumps water from the seepage canal, C-602. S-611 is a four bay pump station

with two 300 cfs diesel engine driven and two 100 cfs electric motor driven

pumps. The pump station provides a total pumping capacity of 800 cfs. It is

located near the southwestern corner of Cell 2 near existing pump station G-372.

For operational flexibility, either one electric motor driven pump or both can be

used to maintain optimum seepage canal levels.

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