Thanks for the responses everyone!! I really appreciate the ideas, feedback, and encouragement! =) Sorry it took so long to respond. Claire and I were at a Rocket Mass Heater workshop with Ernie and Erica Wisner over the weekend (which was super helpful and informative!) and I got sick with a stomach bug on Sunday so I've been struggling to catch up again.
Just to give you a quick update on the project, I finished belling out all of the holes except the one with the big rock in it (I want to be able to spend time with that when my arms and mind are "fresh"). As long as the weather holds I'm planning on pouring my piers next weekend (I'm hoping to do it over a 3-day period but I may be over or under-estimating the time it will take).
Let's see, I guess I'll respond to all the replies more or less in order:
Dean: Thanks! I guess I should clarify that I'm planning on putting an earthen floor on top of a wooden subfloor. The base of The Study will be 12" to 36" off the ground, which I'm doing to control moisture for the strawbale/earthern plaster walls. Some of my friends/family have thought it was silly to put an earthen floor over a wooden sub-floor but I like the idea of the additional thermal mass, the feel and look of them, and I'm just curious and want to see if it's something I'd want to do for my "real" house later on.
Terry: I appreciate your advice, especially considering your qualifications. I was able to locate some interesting soil characteristics that seem to fit with my building site using the USDA website you linked me to:
Ap - 0 to 10 inches: channery silt loam
Bw - 10 to 17 inches: channery silt loam
E - 17 to 20 inches: channery silt loam
Bx1 - 20 to 49 inches: very flaggy silt loam
Depth to restrictive feature: 14 to 26 inches to fragipan
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 in/hr)
Depth to water table: About 12 to 19 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.5 inches)
I'm going to take your advice of compacting large gravel into the holes though I think I'll still use the garbage bag idea for my footing. The idea is to tape them to the bottom of my sonotube this way (so they'll be supported on the bottom and won't ever have take the weight of the concrete):
http://www.finehomebuilding.com/how-to/video/build-a-deck-footings-piers.aspx
Bill: I think you're probably right about the best course being to excavate the site but unfortunately I don't think it's a possibility at this point. This is a little "guerrilla" structure that I'm hoping not to draw too much attention too. It doesn't need to last forever or be perfect. I'll pretty much be happy if Claire and I can live there safely and happily for 3-5 years without having to pay rent someplace else. It's mostly just a practice run for the larger project (which I will build to code). My current thinking is that I'll move ahead this year and plan to place a french drain around the site for drainage next year. Thanks for the input on the rock! It's good to get confirmation that it should help, not hurt, that pier.
Jay: I certainly appreciate your concerns and I'm sure you know a lot more about pouring piers than I do. That said, as I think you may have intuited already, I'm going to go ahead with the project largely as planned (with tweaks to prevent issues whenever possible). You certainly may be right about your concerns. I think my fallback, if things start to go horribly wrong down the line, will be to create a dry stacked stone foundation underneath the piers and then cut the piers out from the process completely. Hopefully if issues come up it will be 5+ years down the line after The Study has served it's primary purpose. I hope you don't feel your post was wasted. I really appreciate the input and will be more vigilant now to issues that may come up with the piers. If you have a moment I'd be curious if the idea of putting in a french drain relieves your concerns at all? Or if your basic message is more "Pouring piers is not a DIY project for the uninitiated." By the way, I will commit now to making sure that if things do go horribly wrong with the piers, even years later, I'll post the results to this thread so that others can learn from my mistakes.
Thanks everyone! I'll write another update after the pour. If anyone has experience pouring piers and has pieces of advice I'd be all ears. I'm planning on using a cement mixer to mix the cement and I'm imagining it will take about 120 80lbs bags of cement to pour all of them (12 piers the tallest of which will have a total height of about 84 inches and the lowest of which will be about 60 inches). A couple of quick questions I have if anyone is of the mind to answer:
1. My sono tubes are 48" long and my tallest pier will be 84". I'm planning on keeping the tubes 12" of the bottom of the pier so I'm missing about 24" of height for my tallest piers. Can I tape the tubes together and/or splint them in some way? I worry about them not staying in a straight line if I do that. Some of my tubes nest within each other even though they're all nominally 12" diameter. Maybe I should nest them to make a longer tube? Just curious if this is a normal issue or if I just need to source longer tubes somewhere.
2. How much do I need to worry about wet weather? I'm assuming rain is fine for the curing concrete (though probably not so good for the concrete still in bags) but will the sonotubes hold up to rain for 48 hours or so?
3. Does 3 days seem like a reasonable time frame for pouring 12 piers. I'm going to have to relevel my batter boards and redo my grid since I put those too close to my piers and wound up knocking them around as I was digging.
4. Darn it... I know there was another basic question I wanted to ask the community. I'll probably think of it the moment I submit this. ....grrrrr.
Thanks everyone!
Jesse