Andrew the Prophet
The prophecy is more than seeing into the future. For the prophecy sees without the element of time. For the prophecy sees things as they were, as they are, and as they always shall be.
Friday, February 27, 2026
New York is America’s Next Major Quake (March 3, 2026)
The devastation wrought in Mexico City by a recent massive earthquake may have rattled more than a few nerves along the Wasatch Front. Salt Lake City is, of course, overdue for a significant seismic event. So are other places in the United States, such as Los Angeles, the Pacific Northwest, even New York City. In a new book, science writer Kathryn Miles tours the country in search of the latest research on America’s next big earthquake and what’s being done to address the threat. She joins us Wednesday to talk about it.
Kathryn Miles is the author of several books, including her newest, Quakeland: On the Road to America’s Next Devastating Earthquake [Independent bookstores|Amazon|Audible].
Learn more about predicting earthquakes in Utah and how well the state’s buildings could stand-up to a great shake from KUER’s news team.
USGS Evidence Shows Power of the Sixth Seal (March 3, 2026)
New Evidence Shows Power of East Coast Earthquakes
Virginia Earthquake Triggered Landslides at Great Distances
A Closer Look At The Sixth Seal of NYC (March 3, 2026)
Errors Leading to the Sixth Seal in NYC (March 3, 2026)
Independent pipeline study needed
Thursday, February 26, 2026
On the Road to America’s Next Devastating Earthquake NYC: March 3, 2026

Tuesday, February 24, 2026
Too Late To Evacuate New York City (Revelation 6)
The end of this wretched summer will go unlamented by all North Americans: raging wildfires from B.C. to California, no fewer than three catastrophic hurricanes (so far), and two disastrous earthquakes in southern and central Mexico.
Having grown up in Mexico City when it was a sleepy pueblo of just three million under clear blue skies, I’ve taken its latest earthquake very personally. I went through a couple of minor quakes there, and a big one in July 1957. Even then, everyone knew the Valley of Mexico was a terrible place to build even a pueblo, let alone a huge national capital.
Much of the valley used to be a lake, and the Aztec capital Tenochtitlán was built on islands in it. The conquering Spaniards drained the lake looking for treasure (no luck), and then built a new city on the lake bed. The water kept seeping back. I recall a huge excavation across the street from our house, the intended foundation of a large building; it was a vast rectangular lake, supporting billions of mosquitos.
Downtown, the Palace of Fine Arts had been started circa 1910; it sank into the lake bed, and wasn’t finished until the 1930s. In the 1950s, you had to go down a long flight of stairs from street level to enter it.
Mexico City’s spongy soil, like the Fraser Delta’s, tends to liquefy in severe earthquakes. That made the quakes of 1957 and 1985 notably bad, and led to tougher building codes. But corruption, like love, will always find a way, and almost 50 buildings collapsed in the Sept. 19 quake. Hundreds more will have to be abandoned and demolished.
The quake brought out the very best in the Mexican national character, with neighbours struggling to rescue neighbours. But it’s been a struggle they should not have had to make.
Move Mexico City?
That thought sank in with me when I read a comment on a New York Times report about the quake. The commenter was Jonathan Katz, who was a reporter in Port-au-Prince when the 2010 Haitian earthquake hit, and who stayed on to report the cholera outbreak. He also wrote a superb book about the disasters and our response, which only made them worse.
Katz suggested that the government: “... gradually move Mexico City to somewhere else in Mexico. Mexico City sits on a dried lake bed, terrible seismically because it amplifies earth movements. Buildings also settle (in some cases by a whole storey) and it's in a basin that traps air pollution. Plan a new city on a ridge (good bedrock, fresh breezes) not too far away, and gradually move government offices there. The rest of the city will follow, especially if new building in the old Mexico City is forbidden by zoning.
“Costa Rica did something like this after Cartago was largely destroyed by an earthquake. The capital is now San Jose.”
That’s not the only example Katz could have cited. The capital of colonial Guatemala, now known as Antigua, suffered repeated earthquakes until the capital was moved to what is now Guatemala City. Brazil moved its capital in the early 1960s from Rio de Janeiro to Brasilia simply to move both population and national attention away from the coast and into the country’s vast interior. For that matter, Washington, D.C. was a politically chosen capital for the U.S., as was Ottawa.
So Katz’s idea isn’t entirely farfetched. Granted, 21.3 million Mexico City residents aren’t likely to pack up their belongings and move next week. But that population has grown sevenfold since the 1950s because the city was where the money and jobs were. Move the money and jobs elsewhere, and the people will follow.
Megathrust quakes and tsunamis
Those of us on the coasts of North America might start seriously thinking about relocation as well — especially here in B.C. We have focused most of our population in the southwest corner of the province. That’s like most of the population of California, Oregon, Idaho and Washington state choosing to live in San Diego. Our choice has put us at risk of earthquakes, tsunamis, wildfires and floods.
We might therefore begin to think where to house ourselves (and likely millions of refugees from the south) in places that would be somewhat safer and more sustainable.
It wouldn’t be easy. Geologically, our whole province is a multi-vehicle crash site of ancient island chains piled up against the Rocky Mountains. We’ll always have earthquakes, large and small.
But we might find some good sites in the Cariboo or Chilcotin. By “mining” our existing coastal cities, we could build new cities relatively cheaply before the coasts go under water. Dams on the Fraser, Skeena and other rivers could preserve glacier meltwater otherwise lost to the rising sea. Genetic engineering could help develop new forests resistant to drought, fire and beetles.
It may seem like a bizarre proposal, but history and prehistory are full of civilizations that stayed put and disappeared, like the Mound Builders of the American Middle West. Over 3,000 years ago, a flourishing civilization in the eastern Mediterranean collapsed under the impact of climate change and invasions.
Other societies moved and changed. The Maya recurrently abandoned their great cities (and their overlords) and went back to small-village farming when serious drought ruined the corn harvests. In New Mexico, the “great house” civilization of the Anasazi deserted its old sites in an 11th-century drought and built a new society — after a dark age of violence and starvation.
We know why those civilizations changed or died, but if we think we’re somehow smarter than they were, we’re the greater fools. We should try to learn from their fate, and act accordingly. Whatever the short-term cost, we might just manage to survive the worst time in humanity’s 300,000-year history. That time has already begun. [Tyee]
Monday, February 23, 2026
Why We Are In Trouble At The Sixth Seal in NYC (Revelation 6:12)


Support from UCS members make work like this possible. Will you join us? Help UCS advance independent science for a healthy environment and a safer world.he Hudson River. The six SW pumps are arranged in two sets of three pumps. Figure 1 shows SW pumps 31, 32, and 33 aligned to provide water drawn from the Hudson River to essential (i.e, safety and emergency) components within Unit 3. SW pumps 34, 35, and 36 are aligned to provide cooling water to non-essential equipment within Unit 3. Fig. 1 (Source: Nuclear Regulatory Commission Plant Information Book) (click to enlarge) Each SW pump is designed to deliver 6,000 gallons of flow. During normal operation, one SW pump can handle the essential loads while two SW pumps are needed for the non-essential loads. Under accident conditions, two SW pumps are needed to cool the essential equipment. The onsite emergency diesel generators can power either of the sets of three pumps, but not both simultaneously. If the set of SW pumps aligned to the essential equipment aren’t getting the job done, workers can open/close valves and electrical breakers to reconfigure the second set of three SW pumps to the essential equipment loops. Because river water can have stuff in it that could clog some of the coolers for essential equipment, each SW pump has a strainer that attempts to remove as much debris as possible from the water. The leak discovered on April 27, 2016, was in the piping between the discharge check valve for SW pump 31 and its strainer. An arrow points to this piping section in Figure 1. The strainers were installed in openings called pits in the thick concrete floor of the intake structure. Water from the leaking pipe flowed into the pit housing the strainer for SW pump 31. The initial leak rate was modest—estimated to be about one-eighth of a gallon per minute. The leak was similar to other pinhole leaks that had occurred in the concrete-lined, carbon steel SW pipes. The owner began daily checks on the leakage and prepared an operability determination. Basically, “operability determinations” are used within the nuclear industry when safety equipment is found to be impaired or degraded. The operability determination for the service water pipe leak concluded that the impairment did not prevent the SW pumps from fulfilling their required safety function. The operability determination relied on a sump pump located at the bottom of the strainer pit transferring the leaking water out of the pit before the water flooded and submerged safety components. The daily checks instituted by the owner included workers recording the leak rate and assessing whether it had significantly increased. But the checks were against the previous day’s leak rate rather than the initial leak rate. By September 18, 2016, the leakage had steadily increased by a factor of 64 to 8 gallons per minute. But the daily incremental increases were small enough that they kept workers from finding the overall increase to be significant. The daily check on October 15, 2016, found the pump room flooded to a depth of several inches. The leak rate was now estimated to be 20 gallons per minute. And the floor drain in the strainer pit was clogged (ironic, huh?) impairing the ability of its sump pump to remove the water. Workers placed temporary sump pumps in the room to remove the flood water and cope with the insignificantly higher leak rate. On October 17, workers installed a clamp on the pipe that reduced the leakage to less than one gallon per minute. The operability determination was revised in response to concerns expressed by the NRC inspectors. The NRC inspectors were not satisfied by the revised operability determination. It continued to rely on the strainer pit sump pump removing the leaking water. But that sump pump was not powered from the emergency diesel generator and thus would not remove water should offsite power become unavailable. Step 5.6.4 of procedure EN-OP-14, “Operability Determination Process,” stated “If the Operability is based on the use or availability of other equipment, it must be verified that the equipment is capable of performing the function utilized in the evaluation.” The operability determination explicitly stated that no compensatory measures or operator manual actions were needed to handle the leak, but the situation clearly required both compensatory measures and operator manual actions. The NRC inspectors found additional deficiencies in the revised operability determination. The NRC inspectors calculated that a 20 gallon per minute leak rate coupled with an unavailable strainer pit sump pump would flood the room to a depth of three feet in three hours. There are no flood alarms in the room and the daily checks might not detect flooding until the level rose to three feet. At that level, water would submerge and potentially disable the vacuum breakers for the SW pumps. Proper vacuum breaker operation could be needed to successfully restart the SW pumps. The NRC inspectors calculated that the 20 gallon per minute leak rate without remediation would flood the room to the level of the control cabinets for the strainers in 10 hours. The submerged control cabinets could disable the strainers, leading to blocked cooling water flow to essential equipment. The NRC inspects calculated that the 20 gallon per minute leak rate without remediation would completely fill the room in about 29 hours, or only slightly longer than the daily check interval. Flooding to depths of 3 feet, 10 feet, and the room’s ceiling affected all six SW pumps. Thus, the flooding represented a common mode threat that could disable the entire service water system. In turn, all safety equipment shown in Figure 2 no longer cooled by the disabled service water system could also be disabled. The NRC estimated that the flooding risk was about 5×10-6 per reactor year, solidly in the Green finding band. Fig. 2 (Source: Nuclear Regulatory Commission Plant Information Book) (click to enlarge) UCS Perspective “Leak before break” is a longstanding nuclear safety philosophy. Books have been written about it (well, at least one report has been written and may even have been read.) The NRC’s approval of a leak before break analysis can allow the owner of an existing nuclear power reactor to remove pipe whip restraints and jet impingement barriers. Such hardware guarded against the sudden rupture of a pipe filled with high pressure fluid from damaging safety equipment in the area. The leak before break analyses can provide the NRC with sufficient confidence that piping degradation will be detected by observed leakage with remedial actions taken before the pipe fails catastrophically. More than a decade ago, the NRC issued a Knowledge Management document on the leak before break philosophy and acceptable methods of analyzing, monitoring, and responding to piping degradation. This incident at Indian Point illustrated an equally longstanding nuclear safety practice of “leak before break.” In this case, the leak was indeed followed by a break. But the break was not the failure of the piping but failure of the owner to comply with federal safety regulations. Pipe breaks are bad. Regulation breaks are bad. Deciding which is worse is like trying to decide which eye one wants to be poked in. None is far better than either. As with the prior Columbia Generating Station case study, this Indian Point case study illustrates the vital role that NRC’s enforcement efforts plays in nuclear safety. Even after NRC inspectors voiced clear concerns about the improperly evaluated service water system pipe leak, Entergy failed to properly evaluate the situation, thus violating federal safety regulations. To be fair to Entergy, the company was probably doing its best, but in recent years, Entergy’s best has been far below nuclear industry average performance levels. The NRC’s ROP is the public’s best protection against hazards caused by aging nuclear power reactors, shrinking maintenance budgets, emerging sabotage threats, and Entergy.Replacing the NRC’s engineering inspections with self-assessments by Entergy would lessen the effectiveness of that protective shield. The NRC must continue to protect the public to the best of its ability. Delegating safety checks to owners like Entergy is inconsistent with that important mission. Support from UCS members make work like this possible. Will you join us? Help UCS advance independent science for a healthy environment and a safer world.





