Concerning the Urban Redevelopment design challenge:
Q: The drainage area for the Urban Redevelopment project seems to be
bounded by Walker, Dowling, Bell, & Hutchins according to the
Duplantis report. This would suggest that the entire block (all 12)
would drain to Bastrop. This would also suggest that the cross streets
between Hutchins and Dowling would drain to Bastrop. Contrary to this,
the map of the project site area from the website suggests that only
half the blocks (all 12) would drain to Bastrop. The other half of
each block would drain to either Hutchins or Dowling. This seems to
make more sense to us. We would be happy to create our own existing
conditions hydrograph etc. for this scenario if acceptable.
A: Our intent was, as you suggest, to incorporate drainage for “…only
half the blocks (all 12) would drain to Bastrop. The other half of
each block would drain to either Hutchins or Dowling.” However, the
calculations previously posted on the website reflected,as you
suggested, "entire block (all 12) would drain to Bastrop." Thank you
for pointing this out. We have just posted the revised document to the
competition website. We apologize to all for the error.
I sincerely appreciate your offer to create your own calculations, but
from the perspective of facilitating the judging of the design
solutions, we really must insist that all competitors to use the ones
we’ve provided.
Q: The instructions from the website state that we are to use the
storm sewer at the northeast area of the project as our outfall (near
Bastrop and Walker). However, according to the City of Houston
Comprehensive Drainage Plan, our outfall should be the 36" storm sewer
at Bastrop and Dallas. We would like to use this as our outfall. It
really doesn't help or hurt us in our design or our case for LID, but
we would like for the effort we put into the design to be useful for
the actual project as you can imagine. If this were a real project we
would use the 36" storm sewer. We don't however want to be penalized
for not following instructions.
A: We realize that there are other options with regard to outfall. In
fact, as you’ve seen, we posted a number of background documents, at
the request of various competitors, which could lead to a variety of
interpretations, including the ones drawn from the Comprehensive
Drainage Plan. However, we’ve been encouraged by the TIRZ to assume
that the entire area is essentially a blank slate with regard to
infrastructure because those decisions are not final. Therefore, in
the interests of avoiding the imposition of a level of complication
that might delay the competitors, we decided it would be best to
select one outfall location and ask that everyone use it. As you
noted, it really won’t have any significant impact on the case for
LID and given fluid nature of the infrastructure decisions we feel
this is the best compromise.