20070191 Ver 3_USACE Correspondence_20170725

Strickland, Bev
From:
Shaeffer, David Leigh (Dave) CIV USARMY CESAW (US)
<[e-mail]>
Sent:
Tuesday, July 25, 2017 1:11 PM
To:
Paul Petitgout ([e-mail])
Cc:
Johnson, Alan; Homewood, Sue
Subject:
SAW -2015-01762 Bryton Plans
Importance: High
Paul,
I need a complete and clear set of plans that are sequentially numbered and dated. The most recent Bryton plans I have
are dated November 7, 2016 and are not detailed enough. The plans that went out with the PN are closer to what we
need. The plans should be clear enough to determine the nature and extent of the work to occur in each impact area.
You should differentiate between permanent fills that result in loss, permeant fills that don't result in a loss (dissipation
pads restored to original contours), and temporarily fills that would be restored to preconstruction condition
(dewatering structures, construction clearing, utility lines). I also need cross sections for the culverts showing the baffles
and typicals for the dewatering structures, bank stabilization, etc.
Please let me know if you have questions. I am about 75% of the way through the EA. I am trying to finish this up so I can
give it to Scott to review before I go on vacation. I leave for vacation on August 1st.
Sincerely,
David L. Shaeffer
Project Manager/Geographer
U.S. Army Corps of Engineers
Charlotte Regulatory Satellite Office
Desk: 704-510-1437 Mobile: [phone]
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