HomeMy WebLinkAboutNORTHSIDE AZTLAN COMMUNITY CENTER - PDP - 54-05 - CORRESPONDENCE - DRAINAGE REPORT1. Anne Aspen - low spot.jpg Page 1
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Anne Aspen -existing conc stair.jpg Page 1
Anne Aspen - Aztlan Culvert Page 1
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From: Shaun Moscrip <smoscrip@alley-lingle.com>
To: Mike Oberlander <mike@northstardesigninc.com>, <troy@northstardesigninc.com>
Date: 07/28/2006 11:38:24 AM
Subject: Aztlan Culvert
Team,
Yesterday I had a voice mail from Anne Aspen. We can keep the existing
culvert @ 15" Dia. and the trees on the other side of the trail, but we
need to reinforce the bank of the river at the existing rip rap
approximately 30'x15' to tie into the existing rip rap, and remove the
existing large pieces of discarded concrete. I think it would be good if
we could get a little fill in the existing where the United way storm
drain ties into the swale, in order to get rid of the ponding and keep
the water from permeating the landfill which was the request of the
State Health Department and Retec. - Mike if that doesn't work with the
drainage we should leave it as an existing condition.
Thanks
Shaun
CC: Earen Russell <Earen.Russell@edaw.com>, Jack Quandt
<Jack.Quandt@pinkardcc.com>, Rick Converse <Rick.Converse@pinkardcc.com>, Steve Seefeld
<sseefeld@fcgov.com>, Anne Aspen <AAspen@fcgov.com>, David Lingle <dlingle@alter-lingle.com>