The Inspection Trench between Sta. 2+75 to 4+50, Sta. 7+50 to 24+50, Sta. 27+50 to Sta. 37+50 have been excavated and backfilled. The Toe Drain has been constructed from Sta. 7+50 to 37+50. Placement of Select and Random Levee Embankment continues in these areas. Current levee elevations are nearing top of system except where levee work was delayed due to sewer work (Near Pump Station 3) and near Market Street. Levee work upstream of Market to start in a few weeks. Pump station 4 at Market Street to start in similar time frame.
Construction of the 48″ storm line along 11th Street is shut down until Closure 11 is completed to allow opening of Railroad Street.
Construction of the 48″ Storm line from PS-#3 to MH-108 near Eleventh Street was completed this report period.
Installation of the 48″ RCP Storm line between Control Structure #6 and Pump Station #3 is also complete.
Installed 48″ flap gate on 48″ storm sewer headwall at rivers edge. Began riprap placement.
Installation of the 30″ DIP sanitary line continues from Control Structure #7 to MH-D at Pump Station #3.
Closure Structure #11 – The concrete abutment wall foundations and west abutment wall have been placed. Construction of the east abutment wall is underway.
Excavation and disposal of the ash located along Railroad St. began on 4 SEP 19 and was completed on 26 SEP 19. Material was disposed of at the White Pines landfill. A total of 4,518.4 tons of ash and debris have been hauled offsite as of 17 SEP 19. Levee construction is underway in this area.