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Looking upstream along centerline of outlet channel. Picture taken at 11:45 AM, a few minutes before water flowed over weir wall. Standing on temporary bulkhead from left to right - C. A. Burns, H. F. Bahmeier, and F. F. Smith.
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Looking downstream along centerline of outlet channel from a point on downstream slope of embankment. Pump houses on each side are for contractor's water supply. Refer to Pine R - 233
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Looking upstream along centerline of outlet channel. Approximately 600 second-feet discharge over weir. Refer to Pine R - 277.
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Looking downstream in spillway from station 17+50. Excavation of rock ridge which crossed spillway between stations 1+00 and 21+00 is seen in center.
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Looking downstream along centerline of outlet channel from a point on downstream slope of embankment. Refer to Pine R - 230.
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Looking upstream along centerline of outlet channel from right side of spillway at station 16+20.
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Power shovel excavating rock from inlet channel to the spillway. Station 3+50.
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Excavation at right side of spillway near sta. 7+00. Le Tourneau is removing material which has been bladed off of slope with motor-grader seen in Pine R - 268.
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Looking downstream in spillway channel from sta. 2+25, showing rock excavation in vicinity of gate structure. Refer to Pine R - 201.
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Placing dumped riprap at right side of outlet for spillway channel.
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Looking upstream in outlet conduit from sta. 13+75. Placing mechanically tamped embankment around conduit in foreground. Refer to Pine R - 183.
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Looking upstream at outlet portal of outlet conduit. Placing of cobble and rock fill at downstream toe of dam in foreground.
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Looking upstream in spillway channel from right side at sta. 28+90. The vertical curve is approaching grade and at the bottom of the stilling basin in foreground is about 6 feet above grade. Shovel is excavating for right wing wall.
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Looking downstream in spillway channel from sta. 7+00. Le tourneau in foreground is excavating material upstream from sta. 15+00. Placing of concrete walls can be seen below station 15+00.
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Looking downstream in spillway channel from a point on right side of spillway at sta. 7+00. Note reinforcement and forms in place for walls downstream from outlet channel.
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Looking upstream along centerline of spillway from station 28+90. Stilling basin in foreground is about 6 feet above grade.
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Looking upstream at spillway stilling basin from left side of channel at sta. 28+00. Placing section of stilling basin wall in foreground.
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Placing spillway wall footing on left side of channel at station 12+00. Concrete is hauled to dragline bucket in dump trucks.
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Motor-grader sloping right bank of spillway at sta. 7+25. Additional excavation required here because of increased width of wall footing.
