Add to ORKGWash-out that occurred at bottom of left bank at canal Station 583+80. Bottom grade of canal at this Station is at approximately original ground. Washout occured when the Ashley Upper Canal iced up and water flowed into this canal at Station 570+00. These were only approximately 8" depth of water in canal when this occurred. Canal at this point is on fill of old wash
Looking upstream at outlet transition of siphon from Steinaker Service Canal Station 552+25. The cha...
Looking upstream at canal prism from Station 558+00. Water in canal prism occurred from overflowing ...
Lookingt downstream at drop structure Station 89+50. Not subsidence of riprap. This subsidence occur...
Looking upstream from bank of old washout that occurred at canal Station 583+80. Canal at this Stati...
Looking downstream at washout of backfill and subsidence of riprap at drop structure, Station 86+50....
Looking upstream at washout of backfill and subsidence of riprap at drop structure, Station 86+50. T...
Looking south from county road bridge at canal Station 481+44 at wash cause by overflowing of Ashley...
View taken from left bank at station 84+70 showing right bank of canal were grade of bank is slightl...
View taken from left bank at station 84+70 showing right bank of canal where grade of bank is slight...
Looking upstream from coutny road bridge at station 481+44 at damage to canal prism after flookding ...
Looking south from county road bridge at canal station 481+44 at course of water overflowing from th...
View looking downstream at the outlet of the wasteway at Ashley Creek (Station 12+60). Flow in the c...
View looking at left bank of canal at Station 94+78 (stake at center of picture). Grade of canal ba...
View south along county road showing damage to the service canal, station 480+90. Water from Ashley...
Drop at station 79+20, viewed from left bank. Flow in the canal is 22 second-feet. An area of the ri...
Looking upstream at outlet transition of siphon from Steinaker Service Canal Station 552+25. The cha...
Looking upstream at canal prism from Station 558+00. Water in canal prism occurred from overflowing ...
Lookingt downstream at drop structure Station 89+50. Not subsidence of riprap. This subsidence occur...
Looking upstream from bank of old washout that occurred at canal Station 583+80. Canal at this Stati...
Looking downstream at washout of backfill and subsidence of riprap at drop structure, Station 86+50....
Looking upstream at washout of backfill and subsidence of riprap at drop structure, Station 86+50. T...
Looking south from county road bridge at canal Station 481+44 at wash cause by overflowing of Ashley...
View taken from left bank at station 84+70 showing right bank of canal were grade of bank is slightl...
View taken from left bank at station 84+70 showing right bank of canal where grade of bank is slight...
Looking upstream from coutny road bridge at station 481+44 at damage to canal prism after flookding ...
Looking south from county road bridge at canal station 481+44 at course of water overflowing from th...
View looking downstream at the outlet of the wasteway at Ashley Creek (Station 12+60). Flow in the c...
View looking at left bank of canal at Station 94+78 (stake at center of picture). Grade of canal ba...
View south along county road showing damage to the service canal, station 480+90. Water from Ashley...
Drop at station 79+20, viewed from left bank. Flow in the canal is 22 second-feet. An area of the ri...
Looking upstream at outlet transition of siphon from Steinaker Service Canal Station 552+25. The cha...
Looking upstream at canal prism from Station 558+00. Water in canal prism occurred from overflowing ...
Lookingt downstream at drop structure Station 89+50. Not subsidence of riprap. This subsidence occur...