RE 30 Storm Sewer (2)Looks like our emails crossed. It looks to me like it actually drains
directly to the canal and not that pond, which is better anyway.
We’ll be sure and look at your plan promptly. Capacity looks good from
the design drawings.
Thanks,
John
John Rutledge
Freese and Nichols, Inc.
4055 International plaza, St 200
Fort Worth, TX 76109
(817) 735-7284
jlr@freese.com <mailto:jlr@freese.com>
From: Suarez, Michael [mailto:msuarez@walshgroup.com]
Sent: Wednesday, February 12, 2014 4:12 PM
To: John Rutledge; kmarvin@coppelltx.gov; Tepera, Mark
Subject: 30" Storm Sewer
See attached drawing of the 30” storm sewer line. I met today with
Dallas Burk with DCURD and he confirmed this is how it runs. He said he
can see no reason we could not use the 30” to discharge the water. I am
going to prepare a detailed dewatering plan and send it to the group for
any input and then send it on to DCURD. He also said he would
coordinate with the city of Irving.
Michael Suarez
Archer Western Contractors
Cell (817) 819-2073
msuarez@walshgroup.com <mailto:msuarez@archerwestern.com>
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