Maintenance/Channel Projects  
		  Viewing: FY 19/20 Maint/Channel Projects      Click to view: FY 20-21 Maint/Channel Projects
		  Jefferson  County Drainage District No. 7  Maintenance Projects as of December 16, 2019
		    Routine  maintenance: 
          
            - Ditch  Maintenance:  crews maintain approximately 281 miles of earthen and concrete channels within  DD7 boundaries from March until late November or early December. During the  winter months, these crews cut back trees and brush encroaching on DD7  channels.
 
            - Herbicide  Department: assist  in maintaining drainage channels by applying herbicide to new growth in the  concrete channels as well as applying herbicide to the earthen channels. The  crew also repairs fencing and cable barriers throughout the district.
 
            - Pump  Station Maintenance:  Daily inspections and general maintenance and repairs to the Districts 20-pump  stations. All stations are inspected daily including weekends and holidays.
 
            - Hurricane  Levee Crew: Maintains  and repairs the Districts 36 miles of earthen levee, concrete & steel sheet  pile floodwall and closure structures throughout the levee system.
 
          
          Construction  Department:
            Pear Ridge Main # 2: Repaired approximately 130’ of  damaged concrete sidewall. Removed and replaced with new concrete. (Port Arthur).
            Lateral A3: Construction department removed approximately 50’  of damaged concrete sidewall and replaced with new. Reset a 30” RCP discharge  pipe to proper flow line and recapped headwall. (Groves)
            Main B Canal: Repaired approximately a 300’ sluff off on earthen  section of the channel. Damaged area was removed, recompacted and re-sloped to  grade. 
            Crane Bayou Main: Worked in conjunction with TX  Dot to repair damage caused by discharge pipe entering the Crane Bayou channel.  DD7 crews reset the pipe and re-poured the headwall. (Groves)
            Rodair Gully Lateral 4: Installed 2-24” pipes to  re-establish the crossing where Lateral 4 enters into Rodair Gully.
            Rodair Gully Lateral 6: Re-set sunken discharge pipe  entering Lat. 6. The crews reset the pipe to the proper flow line and made  repairs to the concrete wall surrounding the pipe.
            Rodair Gully Lateral 6A: Redirected entrance of roadside  ditch into lateral 6A to improve flow. The channel was re-cut so that the storm  water entering the channel will go with the flow rather than entering  perpendicular. 
            Upper Johns Gully: Cleared trees and regraded  approx. 400 ft. of earthen channel. 
            Non-District  Channel: DD7 construction crew removed trees and regraded an unidentified  channel at the end of Oak North that enters DD7’s Rodair Gully Lateral 6A to  improve drainage in the Forest Central Subdivision.
            HFPL:  Repaired approximately 150’ section of levee at station 1509+00. The  compromised section was removed and replaced with new material. The repair  consisted of 8” lifts compacted to 6” with 3 successful compaction test per  lift. Once the repairs were complete, the bare section of levee was hydro  mulched to ensure proper vegetation growth.
            HFPL:  Repaired approximately 100’ section of levee at station 1365+00. The  compromised section was removed and replaced with new clay material. The repair  consisted of 8” lifts compacted to 6” with 3 successful compaction test per  lift. Once the repairs were complete, the bare section of levee was hydro  mulched to ensure proper vegetation growth.
            FY2019-2020 Proposed Special Projects for Channel  Improvements
          
            - Currently  under contract to complete the last phase of Rodair Gully improvement/widening  project from W. Port Arthur Rd. to Hwy. 69.
 
            - Improvements  to Lateral B4A & B4A Ext. (Port Neches)
 
            - Upgrade  to Lateral B4B. (Port Neches)
 
            - Blocks  Bayou Repairs/Improvements. (Port Neches)
 
            - Upgrade  to Lateral A3A.  Street crossing  improvements at Baird St. and Hogaboom Rd. (Groves)
 
            - Repair/Upgrade  to Lateral C12 (Nederland)
 
            - Engineers  currently working to complete design for concrete lining the Shamrock Ditch and  a portion of Rodair Gully Lateral 3 (Beauxart Gardens)