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Placing backfill behind left wall of spillway stilling basin between stations 27+15 and 28+00. Material adjacent to the walls is power-tamped, while the remaining material is rolled.
Looking upstream along right spillway wall footing fro station 12+00. Showing sewer-pipe drain in place. Note transverse drain connection in foreground.
Looking upstream along right wall of spillway from sta. 11+44. Note excavation for wall footing. Steep slope is result of widening required for increased width of footing. Drains at edge of footing have not been placed.
Looking downstream at spillway gate structure from station 3+00, 110 ft. right of centerline (photographic point No. 6). Note forms under construction for piers and counterfeited side walls.
Looking upstream at spillway stilling basin from right at sta. 30+50. Refer to Pine R - 220. Showing damage done to finished slopes by heavy rains, which occurred on August 27 and 28. There is about 3 feet of water standing in the stilling basin.
Looking upstream at spillway stilling basin from right side at sta. 30+50, after water was removed from the floors area. The sub-drainage system became silted up, and it was necessary to remove all pipe and gravel and replace it with clean gravel,
Looking upstream in spillway stilling basin from right side at sta. 30+50. Note shelters provided to maintain concrete at temperature of at least 50° F. for 72 hours after placing. They are heated with salamanders. Refer to Pine R - 229
Looking upstream at spillway stilling basin from right side at sta. 30+50. Concrete cut-off wall at sta. 28+00 is in foreground. Note trenches for drains on vertical curve. Refer to Pine R - 205.
Looking upstream at stilling basin from right side at sta. 30+50. Note backfilling behind left wall. Stilling basin walls are placed to elev. 7541, leaving a 9-foot lift to be placed next season.
Looking upstream at vertical curve in spillway from right side at station 28+35. Showing damage to slopes caused by heavy rains. Refer to Pine R - 223.