Andy Fitzgerald at the center of CAS and ITE development

Andy Fitzgerald, aka Fitz, aka Cue Ball - 'cause he calls all the shots - aka dip lip - cuz he drools on hisself - has developed UVa's utility infrastructure for the last eighteen years - way up on the UVa Grounds underground - an expert in sewer, storm, duct bank, water, chilled water, steam tunneling and then some.

Nothing brings folks together like running electricity

Nothing brings folks together like running water, electric, and HVAC lines in, plus raw sewage out.



Today's episode involves duct banks. Housed in PVC and encased in rebar reinforced concrete - underground duct banks make nice homes for 16000 Volt plus cables. The big fat kind that may arc flash and blow you to little bittie pieces. The kind that leave people looking for burnt embers to remember you by. So the specs on electrical duct banks are pretty tight... For more info on the safety for electricians go to OSHA's site



Anyhow, that's not really our deal - we prepare the lines. The prep work for duct banks may be done in the ditch or occasionally outside - really depends on the stretch being laid.

Helpful tools:
1) Tie wire and pliers - connect any overlapping seams, tie the pipe to the plastic seats, tie the rebar to the rebar and to the plastic seats... basically if it seems like it might wiggle free tie it down with plenty of tie wire.

2) Pipe primer and glue - here is a great video on glueing and priming PVC pipe

3) Sledge hammer and 2x4" beater block - especially with the larger lines 12"+ These lines may take a beating to get into place. Don't hit the plastic directly - it may snap - rail the back of a 2x4.

Hecho a Mexicano - Excuses, excuses, excuses

hecho a mexicano - a polite way to say we're gonna do it by hand "hecho a mano" because there's nothing really to do and so rather than stand around like a bunch of lazy bum construction workers we're gonna stand around trading turns leaning on shovels, picks, digging bars, and whatever else we can score to appear plausibly potentially useful.

Seriously though. It's rough being a construction worker. I've spent years in offices. It is easy to blow off in an office. Checking email is called "work". Surfing e-bay is "research". Calling your mom's neighbor's plumber... well it's a stretch, yet a daily recurrence in offices around the world.

Construction work happens in the great outdoors. Right there for everyone to see. Screw around
for 30 seconds and you've got your neighbor's plumber's wife calling your mother and superintendent to let the world know. And that's not the half of it. There are a lot of legitimate reasons for standing around on a job site. So here's a growing list of excuses for when you see...

1) a man standing around doing nothing for a few? He's been in a ditch or manhole all day - and he's resurfaced and taking a brief rest. Go check your e-mail fool.... Harley St Clair after several hours spreading something like perma-liner epoxy in sewer manholes... give the guy a break.


2) a man sitting on top of a manhole or ditch? Sitting there for hours without doing much of anything? That's the law (thank goodness) and it's a good one. In fact two guys isn't a bad plan, one to be there just in case and a "bank man" to run errands for the guy(s) in the hole.

Hawk, Teeter, and Enrique in the ditch with Hawthorne on the bank.... would you really want to jump in and out of that twenty times an hour? It gets old... believe me.

3) 2+ guys watching a backhoe dig? Do they appear to be just standing there looking at the teeth of the trackhoe? That too, is real work. It's serious. Seriously. Those teeth are great at ripping up things like gas lines, unprotected electric lines, telephone cables, etc... Ditch digging is forilla and until the robots replace us we're stuck with it.

4) Four guys watching one guy dig a hole? OK, yeah, one guy probably could do the whole hole thing alone.... you do it. Go five feet down, three by four and stepped for safety. And try not to rest too much - the neighbors are watching. Seriously ya'll, the deeper you get the tougher it is - you gotta throw the dirt further etc etc...

Setting 12" Megalug Style Chilled Water Lines at UVa South Lawn

Chilled Water Lines and the Megalug system
Water serves as a great way to move thermal energies. Many large and intensive heating and cooling systems are heated and cooled more efficiently with heat exchangers built with water lines than with traditional AC cooling.

The megalug system is designed to join ductile iron pipes from 3 inches to 4 feet in diameter. Placed around the UVa underground they serve with steam tunnel pipes, water lines, and chilled water systems.

Technical Notes
Capable of handling lines with up to 350 psi the megalug system is very popular. At UVa the lines are usually carrying a load of 60 psi and are tested for 2 hours at 200 psi*. These lines were given bedding in several inches of stone dust. All bolts are tightened to 90 lbs.

Insulation
Depending on the depth of the line the lines may require insulation of some sort - I believe this is the stinky glass insulation stuff we use - watch out! it's got glass shards in it and has cut many hands, beware of it in your eyes as well.

Tools needed
Every megalug kit contains a megalug, the nuts 'n bolts, and a gasket. Armed with an 1-1/4" wrench, a chipping hammer (for banging in gasket), and a torque wrench (set to 90 lbs) you're good to go. An air wrench may be helpful on larger pipes - deep-welled 6 sided sockets work the best. In case for some reason you need to back up a broken megalug use the 5/8" socket.

Here's a video of Johnny aka "Blaze", Travis aka "T-Bone", installing a 12" line for the South Lawn project - "Happy Dawg" is the bank man, Norris operating, Rick Lane foreman.



*When it comes to testing water lines
***Many lines are going to have small pockets of air in them - it's often impossible to avoid this. Over time air may leak out, or with enough flow of water it may eventually lessen it's impact...
***Remember to consider the temperature outside when you start and finish - 4 degrees Celsius water's most dense temperature.
***Seal's often require some time to harden into place - pressurize lines over night and expect the gaskets to be in better positions - a few drops of water in a line may lower psi markedly.

Not here for a long time, we're here for a good time

Dan Bailey during a reflective rest.


A free meal never hurts either...Thanks Bob Zerringher and Steve Ratcliff (with Ryan, Rodney, George at the table)

---

Juan

Justin and Hudson

Andy Fitzgerald, Ben Morris, Richard

A few purty pictures

At least it ain't plop art... this stuff actually works. And then there's the real advantage of working outdoors - it's beautiful around here. As everyone knows the most important thing about "art" is a stupid title, so I've done my best...

Highway to smell


Seven construction workers and one shovel (being tossed aside)


My favorite dinosaur is the Trackasaurous Rex


Zen rock gardens love Jumping Jacks (photo courtesy of Brian Utz)
it's a rainbow ya'll, no title needed...

How to set a sewer manhole

Setting manholes is an old tradition beginning in the Indus Valley almost 2000 BCE. Many Roman manhole covers still exist with the SPQR notation on them. When the European expansionists arrived in the Americas they were amazed to see an Aztec sewer system vastly superior to their own (ie throwing it in the streets and bringing about the great plagues).

Today we set manhole covers over the structures set in the ground to allow access should something go wrong. Whereas storm sewers are unlikely to carry filth and foulness, it is assumed that all sorts of nastiness may pass through a sewer line, and thus the porosity of the system must be maintained to a minimum. In most cases we are expected to achieve ~4psi during a smoke test of the system. This ensures that there are no major leaks where said nastiness may pass through the pipes and into the ground water.

Setting the covers is an essential part of the test. Not that the stuff in the pipes is likely to rise up that high, rather that it's a common point of failure and simple enough to fix in a few simple steps.

1) Clean the surface up nice 'n purty.

2) Slap some tar on there - we like Clipper Ship tar - it's swell.

3) Flipper over and check the level - you may need to slope it to work with the existing asphalt - when all else fails use your brain.

4) Mix up some mud. We like to blend 50% non-shrink grout (red bag) + 50% sand and mortar mix (yellow bag). Mix it very wet to get underneath the manhole. FYI - the non-shrink stuff smells like coke, however I'm told it tastes lousy and won't numb up a thing unless you swallow a few pounds of it. It's great stuff though - really helps to prevent cracks later.

5) Slop the stuff on there.

6) and once the mortar gets a bit drier use what's left to seal the inside.

Added Jan 15 - Had a tough time getting the manholes to hold -10Hg during the vacuum test a few days ago. We lined all the seams with carboline epoxy yesterday, let it harden overnight (plus almost an hour per manhole with a 70,000 BTU jet furnace to complete the setting) and tested today - none of the manholes leaked so much as a pound.

yippee - a new manhole. humorously enough these are made in the Capital Foundry in India - known to be one of the worst places on earth to work - conditions are so rotten the discovery channel did a series on them. Pictures of a bunch of small brown people running around shoeless pouring 3000+ degree steel so that we can drive over manhole covers. Aren't we the lucky ones!

Z-forms, flow throughs, and other tools of the trade

(btw that little yellow thing is our multi gas monitor "sniffer" making certain no toxic waste is in the air...)

Twice our z-form shields collapsed. We had a ten foot unshielded dig under a steam tunnel, and a typically dry sewer line decided to rage during our replacement of the existing pipe creating a three foot deep soup of caca straight from the chemistry building. S*&! happens. When you're tying in to an existing sewer line, however, it may happen in the form of a river. And when it happens behind the UVa Chem building, you just hope that the undergrads remember to put their hazardous waste in the proper disposal bin... So fierce the raging river that our three inch pump made not a dent, and a four inch diesel line was required... All in a days work. We gotter' done and got outta there before four PM.

Well at least the 4" Godwin pump (see bottom right) is working and the sewage swamp is low enough to walk around safely.

Setting the pipe - Dan you are the man for getting under that steam tunnel - yes we use chemical detectors aka sniffers... yet it stinks, especially the pipe glues for PVC.

Whattup Harley - we got real flow :)

Real art rests in our streets

"The art is IN the walls"
—Sally Mann

So spoke Sally Mann upon exiting the gallery. I have never heard a more accurate summary of an exhibit. While some acclaimed "artist" had draped some dreadfully dreary rags along the wall, Mrs. Mann spent her time studying the lay of the sheet rock, the joinery along the edges of the wall. An exceptional builder had framed and remodeled the gallery. A perceptive eye, Mrs. Mann saw under the sloppy tripe to the beauty beneath - where 2x4 studs and 16 penny nails sculpted a gracious and human space. The real art rested in the walls.

There is no one word in any Aboriginal language for the term 'art'. Art forms are viewed as an integral part of life and the celebration of life. —Penny Tripcony

Art - the word now used of toothpaste spills came from a glorious Roman past - Ars - meaning skill or craft. It may be applied to any action that requires skill - as such many of the greatest artists I have ever known work in the field of construction. Industrial artists of the third millennium - greater civilization is their craft - indoor plumbing, electricity, running water. Trademarks of the work, the ars, of our land.

Those two 24" water mains running like Tron characters through a ditch line - those are pieces of modern industrial art. High art. Pure art. More whimsy than you can shake a stick at. The real art rests in our streets. Trackhoes and shovels are our paintbrushes. Earth is our medium. And back to work.

Steam Tunnels Part 2 -

OLD MAP OF THE TUNNELS - ALLEGEDLY FROM THE EARLY 90'S


The Bold and the Ruthless gets a new site - nice graphics tweaks too plus a great map of the tunnels... These folks are clearly having fun with the local scene - on a side note the edible Charlottesville deserves some credit - and during the recent summer at the South Lawn Project many a construction worker enjoyed the figs, apples, and plums in Pav IX, the pears in Pav 1, and generally napping around in the rest.... something about those serpentine walls... Perhaps when (if) they finish exploiting UVa grounds they'll explore the outlying lairs of C-ville too... Woolen Mills is awesome. The lochs along the river. And then there are the rolling hills..... Ah well fun stuff....

NB potential night hikers - the new steam tunnels we're laying are SERIOUSLY not great places to explore. There's no space plus two flavors of nasty bodasty insulation around the lines and the tar laid down to seal the boxes is still emitting toxic fumes.

DON'T DO IT (I know, thrill of the hunt and all, but really, there are much more beautiful places... this is just a dark, smelly, toxic hole.)

For more information read here Channel 19 News from last year.

Tunneling under UVa's famed steam tunnels

The UVa Steam Tunnels have a long and glorious past dating to the 1950's. Since then many students have spent hours and days wandering the underground maze. Working beneath them poses certain obstacles- hand digging is required and shoring must be installed as work progresses. OSHA guidelines for excavation are available, and must be tailored to apply logically to the situation.

1)The top view of a 50 foot long ditch. Visible as raised areas from the yellow ladder looking down the ditch are a steam tunnel, an electric line, another steam tunnel, a water main barely visible, and then another steam tunnel. That is a 24' ladder and it rests on the bank above a sewer line we need replace and move a few inches down and to the left. Digging under the steam tunnels must be done by hand. That's what makes it what it is.


The outside of the tunnel




A view from half way under a steam tunnel, about two hours in to digging ~11AM. By ~3PM we were through to the other side.

The next day with the laser set and Mike digging to make the grade ready for more pipe.

toilet humor

It is construction, and at the beginning of the day we were greeted with someone's Thanksgiving remains. We're not just talking s--- here, we're working and negotiating with it on professional level.

With that in mind some antics are certain to arise, providing certain levity and well... toilet humor.

A collection of favorites



















And it is all good, because at the end of the day we are all greeted with some of these

First cuts - cutting asphalt three different tools

The first cuts aren't the deepest... in fact we often start with a rough score ~ 2" deep cut in most asphalt.... and though both the Stihl cut-off saw and the walk-behind cutter both use 14" diamond blades they're not interchangeable.... different recommended RPMs make a difference.

The big green behemoth we rented for some long cuts proved a disappointment - aside from blowing hard to reach fuses (under the bolted on cover) Mike Fitzgerald pointed out that with any minute wobble on the wheels the extra large cutting blade would bind on the edges leaving a sloppy cut.

Stadium Road starting... today

We've been waiting for this for months. The last two weeks being the most brutal, waiting around for some real work to begin after ebbing times at MR6. This morning we met with the WM Jordan safety meeting. We're doing the site work for UVa's new ITE building beside the stadium. Five crews, sixty days, sunup to sundown six and seven days a week. 20-30' trenches and a few thousand feet of pipe - this is gonna be fun.

olks to get code straight and then began our inspection of the site.

Not for profit... wtf! NB: This is America - we are for profit

Contractors outnumber soldiers in Iraq due to accountability issues. Up until the 1970's New York University managed and operated a real live spaghetti factory under its tax exempt status. Actively competing against other spaghetti factories that did pay taxes. When does it stop? May we algorithmically evaluate organizations to determine which have ceased to benefit the public with sufficient dividends? May we return the losers into the survival of the fittest ocean of free market capitalism?

In theory non-profits exist to supplement the government in cases where high degrees of specialization would be prohibitive for organization at a national level. In practice these organizations take advantage of a tax break and leverage it to compete against independent for-profit businesses. Here in Charlottesville Habitat for Humanity comes to mind. Mediocrity doesn't do it justice. These folks suck. $250,000 affordable houses built cheaply on second-rate labor. Buying up the only inner-city trailer-park - one that actually didn't suck - to convert it into more of their aforementioned abodes. And then there's their store. Overpriced chachkas & used tools you can buy new for less at Lowes. Competing with the junkyards, the antique malls, and every other used stuff store in town... Granted Salvation Army has one too, however I'll go toe to toe with anyone on Salvation Army - they feed thousands of people here in town, and that's very important. In a country like America it's critical that no one starve. Our wealth is abundantly clear to anyone that's been anywhere else, and to our collective credit the thought of someone starving to death in plain view is unthinkable.

These stooges obtain 501(c)3 status and forgetaboutit - they're no longer in the business of business - they're tax exempt and as long as they don't produce much of anything they're safe. Ideas and imagination are top priorities at these places. Accountability as to whether these ideas actually function is non-existent.... arg