[Chris, Corey, Dave, Jim, Mark, Nicole, Randy, Rodney, Steve, Zak]
After a late morning start, we commenced taking the BSC4 Dome at around 10:30am, and finished this around 11:40. After lunch, on O2 sensor reading was taken of the BSC4 chamber, Jim accessed the chamber via HAM10 (Zak & I acted as "spotters" to keep an eye on him while he was in a non-permit confined space), Jim disconnedted the Support Tube Bolts & the cabling from inside the chamber. Platforms were then installed and the Seismic Stack was pulled out from the chamber and laid down near the Large Roll-Up door. The Down Tube was rotated and laid down on the top of the Optics Table (we can de-stack this assembly tomorrow). Note: 8' straps don't allow for easy twisting of the Down Tube.
The other theater of SEI work in the LVEA was the cutting of the BSC8 Down Tube. The Down Tube was cut so the Support Table could be pulled out. The Support Table will be used as a hard fixture to maintain Support Tube rotation and position for the Mid-Station Chambers that get moved to the End Stations. (photos of the hacked Down Tube are attached)
Forgot to make mention of this in the elog from yesterday, but while inspecting the seismic stack for BSC4, just before lifting it out, we found an oddity: a rogue aluminum part. For the BSC Seismic Isolation stack, the Optics Table and Down Tube fit through a hole in the Support Table. There is a gap here between 0.5-0.75". But yesterday it was discovered there was a loose part closing this big gaps to just millimeters (see the 4th & 5th photos from the elog above). This part was loosely laying on the Support Table. It wasn't contacting the Down Tube, but perhaps during a big enough seismic event, this could cause a "seismic short" between the "ground" and the isolated Optics Table.
Attached is another photo of this mysterious part.
Wanted to write up a little something from the recent BSC4 work--especially while it's still fresh in my brain. This is mainly with regards to Safety related items.
The De-Install of an iLIGO PISI (Passive Internal Seismic Isolation) system is a major site activity encompassing several different and unique safety situations. Some of the issues have been documented and are familiar, but there are also other issues we need to be aware of or address in the future. Mark Hankel has brought up several points while observing our recent de-install, which will be helpful for next time. Below, I've bulleted some safety-related notes to keep in mind for this (and similar) activities.
Working From Elevation
Fair amount of work requires personnel to work at high elevations within a Clean Room (i.e. on top of Beam Tubes, Cross Beams, etc.). When one needs to work from these high elevations and can't work from a platform ladder, they must first connect to a Deceleration Device. On our BSC Cleanrooms the Deceleration Devices will be left connected to the recently-installed Anchoring Brackets on the Clean Room. We need to also leave a "tag line" connected to the Carabiner of the Deceleratin Device so one can pull it to one's person and attach it to their harness for high elevation work.
On a related note, there was some work/observation from the nearby Mezanine. We want to make sure personnel do not climb on the railing; the railing is the designed fall protection for the Mezanine. If viewing is an issue, perhaps the manlift can be used. Or simply rely on the hand signals of the person directing the craning activity.
Something to consider with all of this safety rigging: we now have much more combersome straps and gear on us. It does make walking around a little tougher than what we are used to. Sometimes it feels like there is a potential for the fall protection to actually cause a fall. The other issue is our Deceleration Device Anchors. We only have two Anchoring brackets in our cleanroom. It would be nice to have another pair of anchors available such that we don't have to extend the Deceleration Devices to their limits (this is what happened during Platform installation).
Mark has mentioned that our Fall Protection rigging should be all purchased from the same vendor. Mixing different componenets may nullify their ratings.
The ring at the back of our harness can be hard to access. An extension proved to make connecting the Deceleration Device easier. (we only have one on site as of now)
Non-Permit Confined Space
Mark et. al. have classified our Dome-less BSC2 & BSC4 (with an adjacent HAM Chamber door removed) as Non-Permit Confined Spaces. With this space, we decided an O2 reading should be taken of the chamber before occupying it. The cover was partially removed from the top of the chamber and an O2 Sensor wand with ~6' of tubing was dropped into the chamber to take readings. This is a dirty device, so did our best to not contact/contaminate in-vacuum surfaces. Readings were taken outside the chamber (20.8% O2), ground-level within the chamber (20.9% O2), and chest-level within the chamber (20.9% O2). We used an OXOR III O2 Sensor. After we saw adequate levels, entry was made, and a "spotter" was located at the HAM10 door entry the entire time someone was inside BSC4.
Critical/Heavy Loads
For this work we have several lifts of heavy loads. During these activities we do not want anyone under a load under a load. The toughest action related to this is draping covers under the Dome and over the BSC Chamber while the Dome is suspended inside the Clean Room. It is possible to walk a cover from one side to the other without needing to put a hand under the load; it was helpful to have spring clamps to help hold the initial end of the cover on the flange.
When handling the individual Leg Element masses it is acceptable to pull stuck Viton Spring Seats off from underneath the masses by hand, but using a tool could also be an option here.
Without the crane, the other tough loads to handle are the BSC Chamber Platforms. These need to be kept clean and taken up to the top of the BSC Chamber by hand. This can be a cumbersome task.
Discussing/Talking Out Activity Before Starting Work
We currently meet and go over the procedure and hazardous analysis for activities such as this amongst all people who will be involved with the work and Mike Landry. This has been a one-time occurrence at the beginning of the first time one is involved with the procedure. It may be beneficial to have more of a "before work" talk about the work. Here we can go over what we're doing, safety issues, input from people to make it go smoother, etc.
Received 12:30 phone call notifying monthly testing of Hanford alarms. Hanford fire department was performing regularly scheduled maintenance at the outbuildings. BSC4 Passive ISI stack was removed. The dome will be replaced and the stack disassembled tomorrow. Oscar was bailing tumbleweeds. There was an oil drum delivery for Hugh. The metal recycling was picked up. h0epics2 was restarted, and the motor controllers running on h0epics1 were moved over. I had to restart dust monitor locations 3 (BSC4) and 6 (Diode Room). Location 1 (ISCT4) still needs to be restarted. They had been on hold for an unknown period of time. There is an unresolved problem with the central control for FMCS.
I borrowed a gray tripod post which was sitting at the entrance of the LVEA. It is in the squeezing area right now and there is a beam profiler sitting on top of it. It would be great if we could keep both the tripod and the beam profiler in the sqz area for a few days next week. If it is a problem, let me know.
Part of our De-Install process has been to zero (center) the iLIGO Scissors Tables to put the In-vacuum support structure at the nominal height ready for aLIGO. One issue though is that there may be tolerance stack ups, as well as the weird V-Block Connection, that could put the Support Tubes/Support Table at non nominal Height. We measured heights from the North HAM10 Piers to the HAM10 Support Table and from the HAM8 NW Pier to the top of the NW Support Tube end. The shots on the HAM10 NW pier showed the Pier level +- 0.001" The HAM10 NE pier was within .009" of the NW Pier. The average elevation of the HAM10 Support Table was within .004" of nominal height. The SE/NW axis of HAM10 Support Table was tilted about the SW/NE axis +-0.047". We weren't able to shoot the HAM10 Support Tube Tops but we did that at HAM8 The HAM8 NW Support Tube was 0.065" higher than nominal relative to the NW Pier. I think the takeaway here is albeit with a small data set, the Support Tables [& tubes therefore] will on average be at the correct height with respect to the Piers. However, while zeroing the Scissors Table will put things at nominal average, the V-Block connection could give the out of level condition. My recollection is that we want a much more level table than this. I do think we can measure the situation on the outside with just pier to support tube observations. I need to measure the HAM10 Support Tube to Pier to confirm. Attached is Note Book page.
I rebooted h2adcumy. To facilitate removal of passive ISI in BSC4: Doors were hung back on HAM12 Clean room around BSC4 was rotated 90 degrees Clean room around HAM12 was moved to HAM10 Oscar was bailing tumbleweeds. An electrician was scheduled to install motorized variac on 2 stages of VEA Heat at Mid X. (Richard) A vendor from Craftsman Cabinets was scheduled to arrive at 10:00am. (Michael R.)
Throughout the day: Recycling Bin #2 was filled with BSC and HAM stacks Jodi and crew were cleaning the FMP chamber in the West Bay. Work finished by 2:00pm ~10:45 Electrician out to Mid-X for some electrical work
[Chris, Corey, Mitchell, Rodney, Zak]
The max load for this bin was 24,000lbs. In this bin we have the following:
So, total weight of steel loaded is ~21,948lbs. Ski will be arranging for a pick-up.
I have installed the backup CDS file server (cdsfs1) which is now backing up the primary control room file server (cdsfs0) and the H2 front end file server (h2boot). The h2build machine has been installed and is being configured as the build machine.
The as-built drawing of the aligo CDS computing system is available at the DCC (page 2 shows the as-built)
-Clean room moved to BSC4...BSC4 prepped. -Zack works on BSC8. -HAM12 prep for link with external air compressor. -MX PEM work. -Ski worked on chillers. -MichaelL gives Apollo crew a tour of LVEA. Times in PST: 0840 - Snowvally arrives. 0908 - McCarthy to MX to look at PEM issues. 0920 - Richard rebooting ADCU's at MX. 0928 - Zack begins work at BSC8, Corey begins moving steel masses around the LVEA for recycling. 0953 - Richard done at MX. 1229 - Snovally returns.
(Corey, Dave, Randy, Rodney, Zak)
BSC8 Stack was "de-stack-ed". Two chambers-worth of HAM weights were craned over the beamtube. All of this steel is on its way to the recycling bin.
(Zak, Rodney)
Dome & Door were torqued down. Chamber now handed over to Kyle so he can start pumping down.
Another issue-free extraction of the iLIGO passive internal Seismic Isolation System--Zac Rodney Chris EricA JimW CoreyG HughR Again no issues. This time we pre-positioned 122lbs on the Dome to level it up and it was very much better. Came off level and was much easier going on. Bolt extraction from the Support Tubes was easy--everything as expected. Dome/Door back on; all bolts in and nuts on, a few bolts on the door are torqued. Rest of bolts need torquing. Purge air is throttled back.
Andres and I weighed the Q2 US and UI Masses. (1). Upper Structure - 254lbs Note: The Cross Braces and their corresponding fasteners are not fit. (2). UI Test Chain - 21.526Kg (3). UI Reac Chain - 21.532Kg
Jake from SnoValley working on glycol pump Dale took pictures in LVEA Terry craned the auto scrubber over the beam tube Terry, Christina, and Gerardo Jr. cleaned around BSC8 Kyle vented YBM BSC8 door and dome were removed and covered Dani put locks on H1 PSL enclosure
[Chris, Corey, Hugh, Jim, Kyle, Zach]
The BSC8 Door was removed. Jim entered chamber and removed the (18) inside Support Tube bolts. Dome was removed, and Chamber was covered. De-install & re-install of Dome will occur tomorrow.
Kyle - Valved-in aux. pump cart to GV5 annulus, vented YBM -> Leak from YBM to Vertex (known) -> Using aux. pump cart on GV1 annulus. Kyle, Chris, Zak, Rodney, Hugh, Corey - Removed BSC8 south door.
In preparation for the squeezers' reactivation of the PSL, the enclosure has been modified to allow it to be mechanically locked when the laser is running, reducing our reliance on the interlock system and adding a layer of safety in place of wearing glasses in the LVEA. Pictured below, the inner doors are held in place by aluminum 3/4" x 3/4" bars only accessible by opening the front doors, while the front doors are prevented from moving by padlocks secured through holes drilled into the sliding tracks. The padlocks are all similarly keyed and the key will be kept in the control room. Note that even with this system in place it's still possible to move some of the doors enough to trigger a violation.