Gary (AKA chilimau), The PE soils and foundation consultant brought a sub contractor (2 guys and a drilling rig) out and incrementally drilled a hole and took samples. The engineer gave me his "instant anlaysis" then sent an emailed prelim rept and then a letter with the official report after lab work was finished.
His off the cuff comments included such things as "you could meet code for a 5-6 story commercial bld with no special design for foundation. Very good supportive soils, high psi capability. and such). There was about 5' 2"-7" of high sand content soil with good compaction and load bearing capability then a couple feet of course highly compacted sand of a different color, then rock strata. He said his experience was that this shale (if I recall correctly) was usually 200-400 feet thick. So we stopped driling when we got into solid rock a bit as nothing of interest woild be found and I don't own the mineral rights so hitting oil would not be a good thing.
Formal writen report gave details on actual sample analysis. Anyway he recommended min of 18" width in the footers and this with knowing I was intending to go with steel reinforced concrete two story home over similar walkout basement. He noted a "trace" of expansive soil but not enough to alter a standard design for foundation or bassement. No problems with expansive soil, WHOOPEE! A relief.
The two feet of course sand on top of the rock was full of water and you could see yourself in the reflection on the top of the water in the bore hole. Later it went away but came back after a rain. We got 1 1/4 inches in two days, yesterday and day before. Rain percolates through the surface layer to the course sand and can't penetrate the rock so pools there and slowly flows down the gentle slope toward a couple of my ponds and the south Canadian river. A few weeks ago I had a track hoe digging to get some dirt for berming the house when finished. The dirt was taken from a "almost pond " that was dry at the time but has frogs and cat tails much of the year. 30 hours after digging it out more we got 4 1/8 inches and it filled to eithin about 18 inches of overflow. That plus the water and fish from the one permanent hole farther "up stream" and voila instant stocked pond. When that "pond" was being dug out we went through a layer that started seeping water out of the side of the cut (I suspect this is the same layer over 1000 ft to the house site). Finding this layer helps explain why even during the record drought a few years ago, my ponds didn't go down very much and no fish were lost.
From memory, Arvel (for sure) Williams (I think) company is GW**2 (GW squared in reverse Polish notation) Up around Edmond I think, not 405 area code. The firm of civil engineers I hired for perk tests for my mom's house and mine did the foundation design for my mom's house (pier and beam) but turned me on to the guy they use as a consultant to them when they get into a must get it right/difficult situation. This was Arvel Williams. They told me that he was a real practical hands-on guy who showed up on site when big pours of his design were happening and indeed he often is there for 3-7 AM large concrete pours. He tailgated a visit to me on one of those in Ada.
The whole evolution with him was about $1000. Now that I have the answer I know I didn't need the subterranean analysis but had to have the analysis to know that. No complaints here, I was thrilled to find out the good news.
He recommended foundation drain designs, sub slab drain designs, intercepting ditch designs to remove water coming down slope toward the site, and lots of other construction details to eliminate water problems as well as comments regarding floor coverings that pass vapor and do not trap it so are suitable for a slab floor in a basement. I think the info he supplied and the peace of mind from the analysis made his fee a bargain. I do not hesitate to recommend him.
Got prelim cost estimate from a prospective buillder today, and as you might expect, right at the limit of budget. Of note to folks who followed the porch thread... This builder figures covered porches at about $15/sqft (finished with rails but fairly plain) so I think the wrap around back and side porches will be 12 ft wide and the not-to-be-used-much front porch will be 6 ft wide (an ornament to look at mostly, not to look from).
Ahh, slow search finished...
GW2 Engineering, Inc.
Arvel L. Williams, P.E.
President
221 W. Wilshire - Suite A
Oklahoma City, OK 73116
Phone: 405-842-7007
Fax: 405-842-7269
Cell: 405-409-6224
Nextel Direct Connect: 124*30*12567
Patrick