My advice: if you want to hit that ambitious schedule and save some years and vertebrae and statistically your marriage, then take a fraction of your
volunteer food bills / labor costs and:
Get your laborers on site settled in, cued up and organizing rows of tire sizes, extra of each size. Keep a list as you haul them home.
Early Monday morning Rent a backhoe. Tow it with your mega cab. That is if you can't find a neighboring old rancher with one for cheap.
Scrape your pad. Mound conveniently.
Tuesday send someone to pick up rented tow behind diesel compressor and pneumatic tamper. The rest of crew Squares up and lay out a row while you Dig and drop septic. They start tamping while you dig your own well water line below frost and waste / leech lines while they figure out their routine and how to get the upper sidewalls packed correctly.
Wednesday: front end loader scoops buckets from that rock hard mountain of fill that just got piled up, drives it over to the tire wall, effortlessly filling tires no matter what height it stands at -- one runs the pneumatic tamper, the others check level and square, scoops up the loose dirt that fell to the base of the wall, tops off tires, haul tires to the wall, some sledging for good measure, rotate breaks, make beer runs, cook feasts. Seems efficient. Don't underestimate the importance of morale on backbreaking volunteers/laborers.
Repeat. Repeat. Repeat.
Next Monday call the rental place and tell them you need one more day. Cover exposed inspected trenches, grade the
berm, and return that yellow godsend before 5.
I want to see a YouTube video of this. Time lapse of 7 sunrises and Completed tire walls on your 6 "U" monster. Show the world that it doesn't take years or a 2 month nonstop Reynolds crew of 60 crazy beasts. I'd go to that. Somebody do this.
Since half your posts relates to initial costs and efficiency, and if you entertained this mechanized tire wall construction idea enough to get quotes, I think that it'd be awesome if you posted costs for a week rental vs an old neighboring rancher running his
tractor or backhoe per day or a week vs a professional excavator's bid on scraping you a flat pad and cutting/mounding/building a driveway with and without septic/leech/sewage lines and water line below frost cut and backfilled. I don't know if you have septic codes or are doing a septic system.
Personally, pouring into tires sounds horrible. Vibrating and upper sidewall compaction? Why not pour a flat wall if you were gonna pour instead of lumpy tire wall? Or slipping stone walls. How's your soil? RE Tractor
cob possible? A well built stone wall of comparable thickness to a tire wall is more monolithic with much higher compressive and shear strengths. I don't see how proper stone work is less retaining worthy than tires. Although slip forming stone is also slow, its beautiful and doesn't need plaster, so that is offset. Another thing to consider is that the back (north side) of the "U" can be rounded just like in the typed letter, more than a three tire turn. This is a stronger shape that'll lend itself to less beefy forms of wall construction in retaining those big earthship berms.
Or if you wanna haul/pound by hand, then how do you feel about hybrid with bale exterior walls and mass internal walls, no berm or thermal wrap?
If I were to tire bale exterior walls I'd quickly flatten it out before I plastered. I could see where a shooting the gaps and then a quick pass with SPF could be rationalized, but I'd probably just shoot on rosin paper and stucco netting inside. Otherwise it looks like a heck of lot of plaster work for a lumpy result. Tire bale is mechanized, so mechanized pounded tires ain't that far a stretch from this system. They seem cool, but in my area I have found them to be very expensive: per square foot of wall, locally tire bales are 30 times the cost (without delivery or a machine to stack them) than high quality strawbales delivered on site. That's initial cost.
Balance initial costs with the value of your time and stress. How long do you want to live with volunteers? How long do you want to camp out in a construction war zone?
Well vs rainwater harvesting is your call. I don't know your goals, wants, needs, environment, creek, fire danger, domestic situation, roof construction, or how your budget will turn out, etc. But $4K for a well is something that I would be excited about.
I favor EB, FC, SB, and somehow stumbled over into this subforum so interpret FWIW.