Re: ufer
Been using #4 x 20' rebar for residential and lt commercial UFER's since 1972. Eliminates staked rod(s) cost and potential damage. Rebar must be set in trench foundation footing within 2" of horizontal (I used brick flat on stretcher-side as spacer) above hard pan footing with AHJ buyoff prior to pour. NEC 2005 [250.52(A)(3)
Eliminates cost of staked rod(s) and time to drive them in as compared to having GC lay in an extra #4 rebar. You'll have to be there to help while attaching wire ties to the form footing iron. Some AHJ require an inspection port to verify GEC clamp to rebar sticking out of stemwall.
Second method is to lay 20'x #4 AWG copper in footing 2" above hardpan with extra continuous length (i.e. 6'+ pigtail) long enough to reach distance into Main Service panel ground bus. Saves rod clamp.
Downside, must have early involvement (contract) with contractor before foundation, otherwise NEC 2005 [250.50] leaves open 2002 existing options.
rbj, Seattle