Posts Tagged ‘drainage’

Nail biter

Sunday, June 27th, 2010
Written by Marcus de la fleur

We had an interesting day on Wednesday June 23rd. It started with a small earthquake shortly after lunch, followed by severe storms that quickly moved into the area. This was the first time that I heard the tornado sirens come on in Chicago.

I was working on masonry repairs in the basement when this all happened, the right place to be when the sirens go off! And the rain – it is not often that you get to see that kind of persistent downpour.

So much rain fell in fact, that I suddenly noticed a small trickle coming out of the storm sewer pipe that currently dead ends in the old grease trap.

sewer-layout-008

Eventually, that storm sewer stub will be connected to the downspout overflow, but we are not there yet, nor do we have an end cap on it. So – water starts to trickle from the city system out of the storm sewer into the grease trap.

Other than this one line, everything else is flood proof due to the sewer layout and check valve.

I was doing something else for a few seconds, and the next time I turned around the grease trap was almost full and the new storm line was submerged in water.

flooding-001

Just by the movement of the water, I could tell that the water was now gushing from the city system into the grease trap, and the water level kept rising.

I went into emergency mode, gathered all the tools from the basement and relocated them to the 1st floor, disconnected anything electrical that was close to the basement floor, and told the dog to get ready for a swim.

flooding-002

All things considered, I was sort of lucky. The downpour has been going on for a while and must have washed any raw sewage out of the combined city system. The water that was gushing into the grease trap appeared to be street runoff and did not smell of sewage, nor did I have any turds floating around (thankfully).

flooding-003

Well, as you see I had a few seconds to take pictures of the rising water. At this point it was slowly filling up the perimeter drain and gravel base under the basement floor. That hidden storage volume assured that the water rose slowly.

flooding-004

It kept rising to about one and a half inches below the top of the new concrete floor. The rain started to ease, the water stopped rising, and finally the flow reversed back into the city system. Whew, what a close call!

This was quite an experience, and I have wasted no time getting the storm sewer stub temporarily connected to the downspout.

flooding-005

This will stop access of water from the combined city sewer into our basement and prevent this kind of nail biter for the foreseeable future.

  • Share/Save/Bookmark

Perimeter drain installation

Friday, May 14th, 2010
Written by Marcus de la fleur

I’ve had the trench for the perimeter drain in place for quite a while. I delayed the installation of the drain pipe because I had to take care of a couple of other tasks first.

I knew that I had to rake out the joints of the limestone foundation wall, and wanted to be done with it prior to the drain installation. Having all the mortar dust falling onto and into the perforated drain pipe was something I wanted to avoid. Nor did I want the residue that I washed out of the joints end up on or in the drain pipe.

I also had to clean up and dissemble part of the old grease trap where I planned to temporarily terminate the perimeter drain.

With these tasks complete, I went about to check the elevations of the perimeter drain trench to assure that I have a minimum of 1% slope from the front towards the grease trap in the back.

I got myself two 100-foot coils of 4 inch corrugated drain pipe. After I got it uncoiled, I placed it in the finished trench bottom. Because the pipe is pretty flexible, I could snake it around some of the corners. For all the 90 degree turns I got elbow fittings, which made the job much easier.

perimeter-drain-01 perimeter-drain-02 perimeter-drain-03

The interior perimeter drain is in place. Later this year I will need to install the exterior perimeter drain. That will involve a lot of digging!

  • Share/Save/Bookmark

New sewer layout

Thursday, April 15th, 2010
Written by Marcus de la fleur

The big sewer question is resolved, thanks to our friend Jonathan. He commented on the post and sparked the ideas leading to the solution.

Rather than having all the basement fixtures draining through an ejector pit (Option 1) or installing a check valve (also called backwater valve) where the sewer exits the building (Option 2), we now have an Option 3:

All the basement fixtures will drain through a check valve before connecting to the main sewer line. This way all the basement plumbing is protected from flooding. Not only that, but it eliminates the need for pumping, because everything is now gravity fed.

sewer-option-03

We still could install an ejector pit with a pump upstream of the check valve. The assembly would only kick in during flooding, i.e. when the check valve for the basement plumbing is closed. Because there is no history of basement flooding in our house or on our block, in addition to the fact that I would like to get away from any pumping, we decided against it.

Furthermore, if there is flooding, the check valve would typically close only for a matter of hours, thus limiting the time of disruption for all basement fixtures.

  • Share/Save/Bookmark

Seasonal High Water Table

Sunday, April 4th, 2010
Written by Marcus de la fleur

The recent snow melt, followed by some good rains, have saturated our soils like it does almost every spring. This is a good time to check for a seasonal high water table (SHWT), and if there is one, for its elevation.

Like the name suggests, this is a seasonal occurrence, creating a soil zone of intermittent saturation. A SHWT may also occur after prolonged periods of very heavy precipitation.

At our previous pilot project in Elmhurst, the elevation of the SHWT was relatively high. Whoever built that house at around 1900 knew exactly where that elevation was, and made sure that the basement floor was above it.

Was this smart or a necessity? Probably both because pumping, like a sump pump, may not have been an option at the time, or may have been very expensive.

Fast forward to post-World War Two construction. Sump pumps became available and the design principle of keeping the basement floor up and above in the dry fell off the radar. Almost all of our neighbors in Elmhurst had deeper basements with sump pumps. And with it comes the energy consumption, maintenance, and worries about power outages.

The timing of all the excavation work in our basement was good. I dug one hole for what I thought would be an ejector pit. At the time of digging the bottom was almost dry. That changed as soon as the snow started melting and the rains kicked in.

ground-water-01

The water kept rising over a number of weeks until it hit an elevation of 27 inches under the basement floor. It was a huge relief knowing that our basement floor is a safe distance from the SHWT and that we won’t need a sump, at least not for this purpose.

ground-water-02

But it also keeps me worrying. This is a lot of water close enough to the basement to present serious moisture problems. I am sure glad that we have plans for a vapor barrier under the new basement floor. This will significantly reduce the risk of excess moisture.

I am also glad to have plans for the perimeter drain, but are wondering how much it will really help to keep the foundation wall dry. Because I don’t have a capillary break between the footing and the foundation, I leave a passage for that water to move up.

What will help is to keep the foundation wall exposed in the basement to let it dry out. Covering it up with insulation and drywall would trap the moisture and cause mold growth. I’d rather insulate the foundation wall from the outside.

I will also have to make sure that the basement is very well ventilated to remove any excess moisture and subsequent humidity. Just opening the windows won’t cut it. It may still be too cold in early spring to do so. What is needed here is mechanical ventilation.

I still wish I could somehow introduce a capillary break between the footing and the foundation…

  • Share/Save/Bookmark

Perimeter drain preparations

Wednesday, March 31st, 2010
Written by Marcus de la fleur

I am done with one basement excavation project only to find that three others popped up. We have dug up the existing sewer lines and also removed 4 to 6 inches of clay from the basement to have sufficient depth for the new basement floor assembly. If you look at that assembly cross section, you will notice the interior perimeter drain.

basement-floor-07

The idea is that this perimeter drain will help with the moisture management of the existing limestone foundation wall. The dryer I keep the footing and bottom of the foundation wall, the less moisture there is to move upward.

That perimeter drain will be a perforated drain pipe. All perforated drain pipes should have a minimum slope to them, say 1% or a 1 foot drop over 100 foot distance – at least in my world as a landscape architect.

That means that the perforated drain pipe will be 12 inches lower at the south end of the basement than the north end of the basement. This could be a problem because I don’t want to excavate any lower than the bottom of the footing. We weren’t sure if we had enough footing depth for the new floor assembly.

basement-floor-10

It turned out we had – and it turns out that we also have enough depth for the perimeter drain with a 1% slope. So – I am back on the job excavating.

foundation-drain-001 foundation-drain-002

A lot of the green building practices are devoted to improving indoor air quality (IAQ) and providing good moisture management strategies. IAQ and moisture management are often directly connected to each other.

Good moisture management in and around a foundation wall and footing adds to the longevity of a building and improves the IAQ by reducing the risk of damp spots and mold potential. Well executed new construction has a capillary break (damp proofing or a membrane) between the footing and foundation wall.

foundation-drain-003

This capillary break prevents water from wicking up from the footing. Because I don’t have the luxury of such a capillary break on my old limestone footing I have an added incentive to keep the footing and bottom of the foundation wall as dry as possible.

Read more on foundation drains and moisture management

  • Share/Save/Bookmark

What happened to ‘Green’

Tuesday, February 23rd, 2010
Written by Marcus de la fleur

After all the recent and intense focus on the sewers in the basement, I decided it was time to take a step back and look at the bigger picture.

The first thing I notice was that in the concoction of resolving technical DWV (Drain-Waste-Vent) questions, the green or sustainable aspect appeared to have fallen to the wayside.

Really, there is nothing sustainable to collecting your bathroom waste, transporting it through an elaborate sanitary sewer system with lift stations to a central location where it gets treated (to more or less ‘safe’ levels) and then dumped. The liquids get dumped into the nearest waterway, and the solids – well, most of them may end up in a landfill as landfill cover or just plain old waste. In short, this is mostly a one way waste stream with little or no recycling or reuse.

The alterative would be to process our sewage at the source. There are small onsite waste water treatment systems, if there is enough space on the property.

If there is not enough space, a large chunk of our bathroom waste could be diverted to a grey-water system and/or composting toilets.

Oops! Did I just trigger a couple of heart attacks in the Chicago and Illinois Department of Heath! Not to mention the Department of Building or Water Management.

Onsite waste water treatment would move us away from the energy hungry one way waste stream, towards an energy efficient, decentralized treatment that would allow for reuse of the end product (water and organic matter). Don’t get me wrong. I am not advocating abandoning our sanitary sewer structure. But we certainly could reduce what and how much we channel into it, even in an urban context.

Yes, there will be some challenges to overcome, such as watching what chemicals we use in our household and pour into our drains. Or accepting that the food we eat and digest one day could become the basis for growing the food we eat tomorrow.

But isn’t humanity so successful because we manage to adapt to new challenges?

At the risk of causing further casualties, let me share some links about composting toilets. Have fun sniffing around!

  • Share/Save/Bookmark

The big sewer question

Sunday, February 21st, 2010
Written by Marcus de la fleur

If we ever want to turn the basement into a third unit, flood protection will be rather important. We have inherited a check valve protection, but I am not too sure if this is the best option.

What else can we do?

Option #1

We could create a vertical separation between the waste water system for the basement and the rest of the building. In other words, the 1st and 2nd floor waste water system is gravity fed, while the basement system is pumped. Here is how it would work:

sewer-option-01

We eliminate the check valve with the sump and have the main sewer run directly to the vertical stack that service the first and second floor. All the basement waste water is plumbed into an ejector pit with a sump, which pumps all waste up to the first floor level and over into the vertical sewer stack.

If the city sewer system backs up into the house, all flood and waste water will be contained in the main sewer pipe. There is no plumbing connection that would allow the goodness to spill into the basement.

Option #2

We could keep and repair the check valve system. The check valve prevents the city system from backing up into the basement. It would be placed in an ejector pit with a sump and a sewer overflow. The waste water for the entire building is thus gravity fed…

sewer-option-02

… with one small exception, and that is if city system floods and the check valve closes. Once this happens, the pump engages and all waste water from the house is pumped out of the building.

Pros and Cons

Option #1 (see sketch above) would give us the flood protection we seek. The bathrooms and kitchens on the 1st and 2nd floor are gravity fed and would always remain operable. Not so for the basement plumbing, where use would be restricted during any power outage, which would disable the sump for the basement waste water system.

Option #2 (see sketch above) also gives us the necessary flood protection and is highly efficient as all waste water is gravity fed. A power outage in this case would only affect us during flooding, disabling the sump when the check valve is closed.

Should this ever happen, we still would be in good shape because we plan to use low-flow fixtures throughout the house. I calculated that we could store about 30 to 40 gallons of waste water in the 4 inch main sewer line, before it would spill out the basement floor drains. With 1.1 gallons-per-flush toilets, we could use the bathroom up to 25 times.

This logic of storing waste water in the sewer line will only work if I am disconnecting the downspouts from the sewer, which the city won’t allow. If I keep the existing roof downspout connected, the roof runoff would certainly flood the basement – if the power is out.

Option #1, on the other hand, would avoid this problem altogether, as all roof runoff and waste water is contained in the main sewer line and nothing can spill into the basement.

I also have to look at the energy side of things, if I would like to keep the ultimate goal of a zero energy building alive. The beauty of Option #2 is that a law of physics does the work for us. The system runs on gravity. The sump at the check valve may only have to kick in once it floods, say once or twice a year if that.

Not so with Option #1, where the sump in the ejector pit will kick in each time a plumbing fixture in the basement is used. This, over the course of a year, could result in major kilowatt usage and would not help with lowering our energy consumption.

This is quite a pickle, isn’t it? If you have a good idea or the solution, please let us know!

  • Share/Save/Bookmark

How to put it back together

Sunday, January 3rd, 2010
Written by Marcus de la fleur

I listed the various reasons why we wanted to start fresh with a new basement slab. I also mentioned a number of items and functions we hope to integrate into the new floor. It is time to figure out how we will put it all back together.

basement-floor-07

After some back and forth, we decided that a hydronic radiant floor heating system is the way to go in the basement. It makes sense and becomes somewhat cost effective, considering that we’ll start with a new floor slab. The system will meet the heating loads for the basement and add comfort.

Building codes, energy codes and Chicago Green Homes requirements aside, insulating a floor slab with a hydronic radiant system becomes imperative (see also Basement floor post). I already have half the insulation I need for under the slab. But that is only half the story, as I learned through my research.

I will have to create a bond break with the same XPS insulation around the entire floor slab perimeter (see detail above). It provides a thermal break to the foundation wall and prevents heat from bleeding out of the floor slab.

We will have to carefully seal the bond break at the top for moisture and radon gas control. If there is any radon, it should remain under the slab, where we will provide a controlled escape route. A system of perforated drainage pipes in the aggregate base is connected to a vent stack, helping to collect and remove any radon.

See also:EPA’s A Citizen’s Guide to Radon

Moisture control is built in at several levels. I already mentioned the seal over the bond break (see detail above). In addition, a polyethylene vapor barrier between the concrete slab and insulation prevents water vapor diffusion from the subgrade into the floor.

The aggregate base supporting the floor slab is ½ inch stone that also acts as a capillary break. The stone base prevents any water from wicking up from the subgrade towards the floor.

While at it, we also would like to include a perimeter drain along the entire interior of the foundation wall.  The purpose of this drain is to keep the footing reasonably dry. The dryer the foundation wall the less moisture will wick up and diffuse into the open basement, where it may cause condensation problems.

  • Share/Save/Bookmark

Basement floor

Saturday, December 26th, 2009
Written by Marcus de la fleur

I mentioned the salvaged insulation I got for the new basement slab. Why do we need a new floor in the basement? There are several reasons.

Take a quick look at the images below. This basement floor is uneven, crumbling and has been patched everywhere. It is time to start over.

Why not float a fresh layer of concrete over the existing floor? Our current ceiling height is 7 ½ feet and we like to keep it that way. I am 6’7” and you have no idea how good it feels to walk in a basement where you don’t have to duck. If we’d ever like to convert the basement into living space, Chicago code requires a 7 ½ foot ceiling height. We call that a pretty strong incentive to removing the old slab and start over.

Once the old, existing concrete is removed, we will have access to and can check on the sewer pipes. If any repairs are needed, this is a good time to do it.

There is no evidence of flood damage in the basement, but I suspect that the foundation walls may have a little moisture issue. A footing drain along the inside may help to solve this issue and is very easy to install once the existing floor slab is removed.

Radon gas is also an issue that we take seriously. We are not sure if we have significant or unhealthy radon levels, but it has been suggested that our basement ventilation system may effectively remove any radon gas.

After reviewing the EPA’s A Citizen’s Guide to Radon we decided that we are better off installing a proper radon removal system. Once the existing basement floor is removed it will be easy and cost effective to install – a good investment into our health.

Installing a new basement floor also allows us to resolve the heating issue by integrating a radiant floor system into the new concrete slab. That will make for a pretty comfortable basement – we hope. But it will require the rigid insulation under the slab/concrete floor. If not, the heat would draw into mother earth rather than the basement. And that would not help with the reduction of our carbon footprint.

  • Share/Save/Bookmark

Insulation – starts with moisture management

Friday, October 23rd, 2009
Written by Marcus de la fleur

Following up on the previous post, common brick, like in our building, is very pervious to water. If adding insulation to a storage or mass wall system, such as our brick shell, one of the issues is condensation and potential freeze-thaw damage to the brick work. Insulation on the inside of the building can lead to condensation and interrupts the heat transfer into the masonry shell during the cold season. As such it is very likely that the shell will go through more freeze-thaw cycles than ever before.

“Freeze-thaw damage […] require the material to be at or near capillary saturation (100% Relative Humidity)”

Reference: Building Science Digest 138 (Moisture and Materials)

“Driving rain is typically the largest source of moisture for the above-grade building enclosure”

Reference: Building Science Digest 013 (Rain Control in Buildings)

The removal of water from our brick shell, or keeping the rain out, is – let’s say – rather important to its performance and integrity. It comes down to a balance of moisture storage capacity versus drying capacity. So, how does water or moisture move through a brick wall during wetting or drying?

I had to re-learn some basics of water and its various states (solid, liquid, vapor and adsorbed). The liquid and vapor states appear the most relevant. The former is pretty straight forward – or for that matter straight downward, controlled by gravity (water flows/drains downhill).

Good detailing can prevent rain from entering the storage or mass wall system and help with the balance between wetting and drying. This includes tuck pointing, drip edges, and the right flashing details, particularly around windows and in corners. Rain deflection through overhangs is another strategy.

“It should be clear that drainage is not sufficient for this purpose since it will leave large amount of saturated (100% Relative Humidity) material. Capillary and absorbed moisture can only be dried by evaporation followed by diffusion.”

Reference: Building Science Digest 138 (Moisture and Materials)

We are now talking about water vapor. Its movement is governed by three rules:

  1. Water vapor in the air moves from high pressure to low pressure areas.
  2. Water vapor diffuses through permeable materials from warm to cold.
  3. Water vapor diffuses through permeable materials from areas of higher concentrations to areas of lower concentrations.

As part of the drying mechanisms, I have to allow water vapor to diffuse out of the wall, whether towards the inside or outside.

In the summer, water in the brick tends to diffuse to the inside of the building, following the thermal and concentration gradient. Whatever kind of insulation system I decide to use, it is important that it allows for that inward driven moisture (water vapor) to pass.

“Rule Number One: Never install a vapor barrier on the inside of a wall assembly, which has a moisture reservoir cladding…”

Reference: Building Science Digest 108 (Investigating and Diagnosing Moisture Problems)

If moisture cannot pass, or if I add a vapor barrier to the interior wall assembly, summer moisture will condense in the wall assembly. That is a perfect recipe for water damage and mold growth – something our building has already seen in its past.

During winter, vapor tends to diffuse to the outside – again – along the thermal and concentration gradient. That vapor may have its origins in high Relative Humidity levels in the living spaces. The insulation I plan to add to the inside will reduce the temperature along the interior masonry shell. Inside air diffusing outwards and coming into contact with the cold masonry face could condense.

“Given sufficient air leakage and sufficiently high indoor Relative Humidity this condensate can accumulate faster than it can dry, and the interior face of the masonry will become saturated.”

Reference: Building Science Digest 114 (Interior Insulation Retrofits of Load-Bearing Masonry Walls in Cold Climates)

This in turn can create the potential for freeze-thaw damage.

Using insulation that can eliminate any air gap or air leakage with an airtight layer along the masonry shell should prevent condensation and subsequent freeze-thaw damage. But it still has to allow for vapor diffusion during summer (see above).

Confused? I don’t blame you! It took me a while to wrap my head around this. Eventually, I was able to boil it down to two key principles that I can use:

  1. The insulation will need to eliminate air gaps and needs to be air tight to eliminate air leakage driven condensation in the winter.
  2. The insulation will need to be permeable to water vapor for inward diffusion and drying during summer.
  • Share/Save/Bookmark