I read that the break even point of wind turbines is the same as its design life. 
Well I typically design well short of the design life. Costs some sales but I sleep better at night
Something that disturbs me but I've never been able to wrap my mind around is harmonics. Granted it's almost impossible to design something to harmonics that haven't been studied or determined so you always have to lean towards the conservative side and use a higher wind speed than is called for in EIA / TIA 222G or the isotech wind map. But, as stated above, I might be over killing a project.
What code do you use? I'm not a fan of IBC, UBC, or any other code than AASHTO for light pole and traffic systems. Even when the request calls for commercial I make sure it conforms to AASHTO 1994.
According to the PE I consulted with Friday EIA / TIA 222G is the current governing code for wind turbines.