Looking upstream at stilling basin from right side at sta. 30+50. Placing dumped riprap downstream from concrete structure. Refer to Pine R - 252, Original photo number: Pine R - 348
Looking upstream from top of embankment at sta. 1+00. The slope at left foreground is ready for riprap. Note shoulder at right where riprap abuts the road ramp constructed by the contractor, which will be left to form a blanket at the left abutment., Original photo number: Pine R - 093
Looking upstream in outlet channel from station 15+50 of spillway. Intersection of outlet channel and spillway in immediate foreground. Refer to Pine R - 166, Original photo number: Pine R - 027
Looking upstream in outlet conduit from point opposite sta. 13+40 of the outlet conduit. Dragline is placing concrete in invert with a bottom-dump bucket., Original photo number: Pine R - 292
Looking upstream in outlet conduit from sta. 13+75. Placing mechanically tamped embankment around conduit in foreground. Refer to Pine R - 183., Original photo number: Pine R - 323
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., Original photo number: Pine R - 067
Looking upstream along centerline of spillway from station 28+90. Stilling basin in foreground is about 6 feet above grade., Original photo number: Pine R - 068