The Contractor placed the concrete floor slabs for the Storm Intake Chamber and Sanitary Valve Chamber and is erecting wall forms for the next section of chamber walls at Pump Station #3.
The Contractor has completed rebar placement and erected abutment wall forms for Closure Structure #10 west side abutment foundation.
The Inspection Trench between Sta. 8+50 to 16+00, Sta. 18+00 to 24+50, Sta. 27+50 to Sta. 37+50 ha\\sve been excavated and backfilled. The Toe Drain has been constructed from Sta. 8+50 to 16+00, Sta. 18+00 to 24+50, and from Sta. 27+50 to 37+50. Placement of Select and Random Levee Embankment continues in these areas.