Vallecito Dam Construction Project
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- View of right abutment from left bank of spillway (13)
- Looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3). Average elevation of fill 7660. Refer to Pine R - 383., Original photo number: Pine R - 131 a & b
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- View of right abutment from left bank of spillway (14)
- Looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3). Average elevation of embankment in foreground is 7672. Refer to Pine R - 383., Original photo number: Pine R - 083
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- View of right abutment from left bank of spillway (2)
- View of dam looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3)., Original photo number: Pine R - 315
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- View of right abutment from left bank of spillway (3)
- Looking along axis toward right abutment from sta. 0+00. (Photographic Point No. 3). Cutoff trench excavation in right foreground is nearly completed. Refer to Pine R - 132., Original photo number: Pine R - 301
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- View of right abutment from left bank of spillway (4)
- Looking toward right abutment from axis station 0+00. (Photographic Point No.3)., Original photo number: Pine R - 249
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- View of right abutment from left bank of spillway (5)
- Looking toward right abutment from axis sta. 0+00. (Photographic Point No. 3). The three zones of Earth embankment are clearly defined by the different shades of material. Beginning with the dividing the light and dark material in the center of dam, to the right is the upstream (or mixed) No. 2 section grading into the No. 1; to the left Is the downstream (clay) No. 2 section grading into the No. 3 section where the roller is seen working at left. Refer to Pine R - 185., Original photo number: Pine R - 257
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- View of right abutment from left bank of spillway (6)
- Looking toward right abutment from axis sta. 0+00 (Photographic Point #3), Original photo number: Pine R - 259
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- View of right abutment from left bank of spillway (7)
- Looking toward right abutment from axis sta. 0+00. (Photographic Point No. 3). Average elevation of embankment in foreground is 7615. Refer to Pine R - 228 and note that stockpile (Material excavated from cut-off trench), seen at left foreground has been removed., Original photo number: Pine R - 260
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- View of right abutment from left bank of spillway (8)
- Looking toward right abutment from axis sta. 0+00 (Photographic Point No. 3). Note rock-rake at left foreground pushing oversize rock from No. 3 material into cobble fill. Refer to Pine R - 237., Original photo number: Pine R - 261
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- View of right abutment from left bank of spillway (9)
- Looking toward right abutment from sta. 0+00. (Photographic Point No. 3). Average elevation of embankment in foreground is 7626. Embankment placing operations have been suspended for this season. Refer to Pine R - 244., Original photo number: Pine R - 263
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- View of river channel from bottom of cut-off trench
- Looking toward river channel in bottom of cut-off trench on left abutment, showing foundation drainage installation. Drains will carry water to a corrugated metal pipe sump set in a concrete box. Water is being pumped from temporary sump at extreme left during installation., Original photo number: Pine R - 251
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- View of rock quarry
- General view of rock quarry. Note large quantity of fragments and spalls at left side after blasting. Refer to Pine R - 336., Original photo number: Pine R - 203