Category Archives: Front House
Grey water
Re-use water is accomplished through grey water at the home. Grey water is the water we have used which isn’t that dirty or have compounds we wouldn’t want to feed our plants. Great sources of grey water:
- Washing machine (no bleach and prefer soups not based in sodium)
- Shower
- Bath tub
- Bathroom sink.
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Sources not suggested
- Toilet
- kitchen sink
- dish washer
I’m digging in getting a design in my head to explain to the plumbing contractor.
Lift off!
Aside
The week we got it done (or really started?)
So we picked a contractor for the foundation. I figured we might need to wait a while before they would come onsite, I was rather relaxed and my communication was simply “let me know the schedule and when you will be onsite”. So after Christmas I got a call asking if we have reference points in place. Larry was going to come out and mark the lines for the crew (previous post). We did an initial string layout of the house and he wanted to review the plans one more time before spray painting the lines. He returned on the weekend and we spray painted the lines. He said his excavator contractor was hard to pin down on exact dates. Again, I was in no hurry. The next day I learned they would be onsite Monday (12/31).
Tom dug up the footings while Mike moved the dirt to some available corner. They helped me get access to my electrical conduits that were three feet below the driveway. When the excavator was a safe distance away, I jumped into the hole and worked on removing the caps that were press fitted, but now were so tight, only a wrench could break them loose. The 2 inch cap wasn’t moving at all. After 5 hours, everyone took off for their New Year eve plans.
New years day was an off day and no work was done, but I wish I was back in my hole working on that 2 inch cap which was stuck.
On 1/2/2019 (Wed), the crew of Dave, Jerry, Mike, John, and “car dealer” started placing form work. All the while, I was in and out of my hole trying to break that 2 inch cap to no avail. Our second bid from a plumber out of four came in on Wed. We had two bids, a little disappointing, and a need to hurry on a decision. And talking about decisions, we had made the choice on a framer contractor, but I hadn’t gotten around to notifying him. I was juggling family, acting as general of the project, and finding time to jump into my 3 foot hole when the chosen contractor made a courtesy stop. I was able to tell him he had the job and request he come by again this week to mark off his hold down locations. We had two framing bids and I was patiently waiting for a third, but waiting was over.
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On 1/3/2019 (Thu), the crew was back and stuffing the trenches with rebar and more form work. We chose the plumber, Robert, who gave us a bid first and almost two months earlier. Luckily he was down the way on another job moving slowly and came right over. He left some supplies for his sleeves he wanted to place into the formwork and the crew promised to install the sleeves. Throughout the day I was struggling with my 2 inch PVC cap three feet underground until I eventually got the sawzall out and cut the cap enough to loosen its grip (only slightly damaging the PVC pipe). By the end of the day I had my three conduits sweeps (90 degree bends) in place. The crew had most of the other work completed.
1/4/2019 (Friday), with the threat of rain certain on Saturday, there was plenty of pressure to pour concrete on this day. A city inspection was requested the day before for an AM visit (request must be made 24 hours in advance) and a visit from the structural engineer was also requested. The crew had a few things to do, but mostly were waiting for the inspector signoff. The concrete pump was to arrive just before noon and the trucks of concrete at noon. By about 11 am, we still didn’t have the city inspector, but the structural engineer shows up. The engineer finds some deficiencies and notes them and clears up a question I had about acceptable installation of the conduit I installed. The crew quickly resolves the deficiencies while the framer is verifying his hold down placements and the plumber is installing the sleeves which where not installed by the crew as promised.
Around noon the inspector shows up, Chris takes the structural engineer observation form, a soil engineer field report, asks about the sewer sleeves and the UFER ground and signs off. There wasn’t much of an inspection, but a lot of time spent getting the two reports into his email inbox. With the release to pour, we had to now wait for the concrete since it was delayed due to the late arrival of the inspector. At 2pm the concrete was filling the forms.
Foreman Pip on job site, making sure lunch breaks are kept short.
Preparing for foundation
- Survey the property (hire someone to do this who has the equipment)
- Get your reference points
- Find that the house and driveway conflict (!?)
- Shift the plan 10 inches in one direction
- Start staking it out
- Pull you lines
- check, verify its square
- find error in early assumptions about reference points
- move your stakes oh just those few inches
- check again (measure twice, cut once)
- SPRAY THE LINES
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You are now ready for the excavator to come to the job site and dig the footings (the trenches that the foundation would sit in).
Rain Harvesting Cistern KO
Early in the project I took the advice of the energy consultant to drop the idea of rain harvesting. (1) it isn’t raining as much anymore (2) the ROI is fairly poor (3) grey water would provide more. So I dropped it.
Months later, the design of the house is a little more formed and the fact that all down spouts are scheduled to dump to the front, the harvest idea returned. The idea shifted from an underground tank in the back at max annual capacity to a smaller underground tank in the front. I created a simulator worksheet that took daily (historical) rain fall (contribution) amounts and estimated daily needs (withdrawal) and how these change the volume of water stored in a tank of a set size. From this I found a much smaller tank (by a factor of 3) would satisfy my interests. I was getting excited again about this idea of free water from the sky.
I learned a neighbor down the street had installed a system on his property and I had to spend an hour picking his brain on the subject. I was hooked, I was drawing out the placement, verifying the engineering, followed by calculating the investment… and here I had to admit, the ROI isn’t that great. It is hard to calculate the cost over time, unlike my mortgage which is a fixed interest, the fees for water (and sewage) are not fixed and the only thing for certain is they will go up (by how much and when?). Based on current numbers, I estimated it would take 35 years of usage from the cistern (and not from city provided water) to cover the cost of the cistern install. I realize first hand what I heard elsewhere, water is very cheap. Not to mention, the tank, the pump, etc will require maintenance and part replacement over that 35 years, so unless the market for city water changes drastically, I would never recoup the investment.
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So there is no financial gain from doing this cistern. All there is would be the cool factor that I’m collecting rain water. There isn’t enough to argue with Amy that we should do this. I’m a bit of the “chicken little” when it comes to the future of water here, so I remain interested in harvesting rain (not 50 gallon drums sitting under your down spout, but 4 digits of gallon storage under grade). Yet, I can’t point to good supportive arguments other than speculation. So I surrender once again (now for the third time) the agenda to install an underground cistern.
The stressful point was I would want to dig the hole now, before foundation is in place so that heavy equipment can get into place and easily move the soil off the property. If we decide to do this later, there will be additional challenges (and thus added costs) to install the tank. My one exception that I have is that we may have a problem with moving the downspout water and managing the water. We may end up with a front yard moat every time there is a good rain (I speculate we will have less rainy days, but when it does rain, it rains hard). This may threaten the foundation over time. If I do find water problems after rains, I will have to re-look at this issue.
Modeling
As we go into a season of thankfulness, I’m modeling, researching, and talking around. Turns out a neighbor a block down has a cistern collecting rain water. Another project still under construction 2 blocks away has a serious grey water system scheduled to be installed. I’m trying to build the house in sketchup as an exercise in reviewing the plan set and hopefully understanding the build like the back of my hand so when contractors ask questions, I know how to answer.
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So what is over-ex?
Over-excavation could mean to excavate the soil and remove, but here it is used as a term to dictate the process of digging the soil down below planned foundation (as well as out away from in the lateral direction) and prepare the soil for uniformity. Based on a soil report that was completed for the property where borings were conducted (down 14 feet below surface in some cases!), the soils engineer generated some 20 odd page report on how the property would behave in different cases. Basically the soil is clay which has very low seismic liquefaction ( 1 minute youTube demo ) and is an expansive material (large volume changes, swelling and shrinking, that are directly related to changes in water content). Based on this, our over-ex orders are to dig 12 inches below expected foundation footing and 5 feet away from foundation perimeter. All this soil we dig out is put right back into place and compacted with the use of water and a compactor. Now the amount of compaction is actually measured and for us was to be around 90-95% density. The science on how they measure this is out of my field, but its some nifty piece of equipment with a radioactive sticker on it. Basically the crew digs down three feet (because our foundation footings are scheduled to be 24 inches below grade), makes a pile of this dirt, the newly exposed ground three feet down is compacted with a heavy roller that vibrates (compactor). A soil engineer measures this density, and the pile of dirt is slowly placed back into place in “layers” while the compactor travels over them a shakes the neighborhood. Seriously! I recall a property two doors down going through this process and my residence was shaking. Because the space we were working in didn’t have a lot of workable area, the crew divided the job area in three sections. Doing each section as dig, compaction, and fill. This was to be a 2 day project, but ended up being 4 days. We lost nearly a day due to waiting for the water truck, our local jurisdiction requires the use of reclaimed water for use in construction.
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