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San Francisco Bay Area professional online dating profile photographer for Bumble including Oakland, Berkeley, San Jose, Marin, Santa Clara, Silicon Valley. San Francisco Bay Area-based professional portrait photographer including Oakland, Berkeley, San Jose, Marin, Santa Clara, and all cities and areas in-​between. professional/corporate headshots, online dating profile portrait photography (for my studio is conveniently located in an upscale location in Berkeley, CA.
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Gabriele Rico Challenge for Nonfiction. While the height of each step was a constant 5 feet 1. This width varied between 5. When completed on May 4, , the stairstep faced dam rose to a height of feet above the canyon floor. Both faces leading up to the crest were vertical for the final 23 feet 7. On the downstream face, this vertical section was fashioned into 24 feet 7. A portion of these made up the spillway, which consisted of 11 panels in total divided into two groups. Water began to fill the reservoir on March 12, In accord with the protocol for design, which had been established by the engineering department during construction of the Mulholland dam, no contraction joints were incorporated.
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One was approximately fifty-eight feet west of the outlet gates and another about the same distance to the east. Mulholland, along with his Assistant Chief Engineer and General Manager Harvey Van Norman, inspected the cracks and leaks and judged them to be within expectation for a concrete dam the size of the St. At the beginning of April, the water level reached the area of the inactive San Francisquito Fault line in the western abutment. Some seepage began almost immediately as the water covered this area.
Workers were ordered to seal off the leak, but they were not entirely successful and water continued to permeate through the face of the dam. A two-inch pipe was used to collect this seepage and was laid from the fault line down to the home of the dam keeper, Tony Harnischfeger, which he used for domestic purposes. Water that collected in the drainage pipes under the dam to relieve the hydrostatic uplift pressure was carried off in this manner as well. In April the reservoir level was brought to within ten feet of the spillway, and during most of May the water level was within three feet of overflowing.
There were no large changes in the amount of the seepage that was collected and, month after month, the pipe flowed about one-third full.
This was an insignificant amount for a dam the size of the St. Francis, and on this subject Mulholland said, "Of all the dams I have built and of all the dams I have ever seen, it was the driest dam of its size I ever saw. A second incident took place a few days later which destroyed another large section. In the days that followed, several more sections of the aqueduct were dynamited which caused a complete interruption of the flow. The near-full reservoir behind the St. Francis Dam was the only source of water from the north and withdrawals began immediately.
During this time, the Los Angeles Sheriff's Department received an anonymous phone call that a carload of men were on their way from Inyo County with the intention of dynamiting the St. Francis Dam and "to get some officers on the way as quick as possible.
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Cars carrying dozens of officers from both the Los Angeles Police and Sheriff's Department rushed to the area. Although no sign of the threat that brought all this about materialized, for many days after the canyon resembled an armed camp. Francis Dam shows that between May 27 and June 30 alone, to acre-feet of water was withdrawn. Through June and July the Owens Valley fight continued, as did interruptions in the flow from the aqueduct.
This in turn caused continued withdrawals from the reservoir. In early August, opposition to Los Angeles' water projects collapsed after the indictment of its leaders for embezzlement. The city subsequently sponsored a series of repair and maintenance programs for aqueduct facilities that stimulated local employment. Once again, the St. Francis reservoir level rose, although not without incident. Late in the year a fracture was noticed which began at the western abutment and ran diagonally upwards and toward the center section for a distance.
As with others, Mulholland inspected it, judged it to be another contraction crack and ordered it filled with oakum and grouted to seal off any seepage. At the same time another fracture appeared in a corresponding position on the eastern portion of the dam, starting at the crest near the last spillway section and running downward at an angle for sixty-five feet before ending at the hillside. It too was sealed in the same manner. Both of these fractures were noted to be wider at their junction with the hillside abutments and narrowed as they angled toward the top of the dam.
The reservoir continued to rise steadily until early February , when the water level was brought to within one foot of the spillway. During this time though, several new cracks appeared in the wing dike and new areas of seepage began from under both abutments. It was discharging about 0.
During the first week of March, it was noticed that the leak had approximately doubled. Due in part to some erosion taking place, Mulholland ordered an eight-inch The pipe led the water along the dike wall, discharging it at the west abutment contact with the main dam. On March 7, , the reservoir was three inches below the spillway crest and Mulholland ordered that no more water be turned into the St.
On the morning of March 12, while conducting his usual inspection of the dam, the dam keeper discovered a new leak in the west abutment. Concerned not only because other leaks had appeared in this same area in the past but more so that the muddy color of the runoff he observed could indicate the water was eroding the foundation of the dam, he immediately alerted Mulholland. After arriving, both Mulholland and Van Norman began inspecting the area of the leak.
Van Norman found the source and by following the runoff, determined that the muddy appearance of the water was not from the leak itself but came from where the water contacted loose soil from a newly cut access road. The leak was discharging 2 to 3 cubic feet 15 to 22 U. Certainly their concern was heightened not only given its location but more so in that at times the volume being discharged was inconsistent, they later testified at the Coroner's Inquest.
Twice as they watched, an acceleration or surging of the flow was noticed by both men.
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For the next two hours Mulholland, Van Norman and Harnischfeger inspected the dam and various leaks and seepages, finding nothing out of the ordinary or of concern for a large dam. With both Mulholland and Van Norman convinced that the new leak was not dangerous and that the dam was safe, they returned to Los Angeles. Two and a half minutes before midnight on March 12, , the St. Francis Dam catastrophically failed. There were no surviving eyewitnesses to the collapse, but at least five people passed the dam within the hour prior without noticing anything unusual. The last, [43] [44] Ace Hopewell, a carpenter at Powerhouse No.
He testified at the Coroner's Inquest that he had passed Powerhouse No. He stated that at approximately one and one-half miles 2. The rumble that had caught his attention earlier had begun to fade behind him. Assuming that it might have been a landslide, as these were common in the area, and satisfied that he was in no danger, he continued on.
Given the known height of the flood wave, and that within seventy minutes or less after the collapse the reservoir was virtually empty, the failure must have been sudden and complete. Seconds after it began, little of what had been the dam remained standing, other than the center section and wing wall.
The main dam, from west of the center section to the wing wall abutment atop the hillside, broke into several large pieces, and numerous smaller pieces. All of these were washed downstream as The largest piece, weighing approximately 10, tons 9, metric tons was found about three-quarters of a mile 1.
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In a somewhat similar phenomenon, the dam portion east of the center section had also broken into several larger and smaller pieces. Unlike the western side, most of these ended lying near the base of the standing section. The largest fragments fell across the lower portion of the standing section, coming to rest partially on its upstream face. Initially, the two remaining sections of the dam remained upright. As the reservoir lowered, water undercut the already undermined eastern portion, which twisted and fell backwards toward the eastern hillside, breaking into three sections.