20140090 Ver 2_U-2579B Station 628+65 50 Structure #10 Bent 2 outside footer drainage issue_20151023

Wanucha, Dave
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Sent:
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Euliss, Amy
Friday, October 23, 2015 3:46 PM
Wanucha, Dave
RE: U-2579B Station 628+65.50 Structure #10 Bent 2 outside footer drainage issue
From: Wanucha, Dave
Sent: Friday, October 23, 2015 3:38 PM
To: Euliss, Amy; Thomas, John T JR SAW ([e-mail])
Cc: Guy, Jeremy M; Panek, Lindsey F
Subject: RE: U-2579B Station 628+65.50 Structure #10 Bent 2 outside footer drainage issue
Hi Amy,
As far as the state is concerned, you may proceed when ready. Pll complete a field modification for your
signature next week Thanks for the notification.
Dave Wanucha
NCDENR Winston Salem
Regional Office
450 West Hanes Mill Rd.
Suite 300
Winston Sa1em, NC 27105
336-403-5655
Smartphone
-------- Original message --------
From: "Euliss, Amy"
Date:10/23/2015 2:25 PM (GMT-05:00)
To: "Wanucha, Dave" ,"Thomas, John T JR SAW (John.T.Thomas.JR(a�usace.army.mil)"
Cc: "Guy, Jeremy M" ,"Panek, Lindsey F"
Subject: FW: U-2579B Station 628+65.50 Structure #10 Bent 2 outside footer drainage issue
W� n��d to install a Fr�nch drain from th� spr�ad footing to Smith Cr��k in ord�r to r�mov� th� wat�r from a spring
that popp�d up during construction. This will r�sult in @10° of t�mporary impacts to Smith Cr��k in an ar�a wh�r�
w�°r� not p�rmitt�d to work. This is n��d�d for long t�rm structural stability of th� bridg�. Th� ar�a will b� stabiliz�d
aft�r th� Fr�nch drain installation. W�°r� activ�ly working on th� bridg�, and would lik� to proc��d �arly n�xt
w��k. Th� work ar�a will b� isolat�d from th� flowing wat�r. Do w� n��d to submit a p�rmit mod, and if so, can w� do
so aft�r th� fact?
'��j
From: Panek, Lindsey F
Sent: Friday, October 23, 2015 1:44 PM
To: Euliss, Amy

Cc: Guy, Jeremy M; Puckett, Lester L; Wyrick, Scott D; Riddick, Darryl M; Bennett, Andrew S; iohn.mayC�kci.com
Subject: U-2579B Station 628+65.50 Structure #10 Bent 2 outside footer drainage issue
Amy,
On Structure #10 that is currently being constructed there appears to be a spring with a fair amount of water flow
around the bridge pile that was driven on top of the spring. In order for the remaining spread footer construction to be
completed and to alleviate the water flow in this area the Department would like to request permission to allow the
contractor to install a one foot French drain running from the corner of the spread footing to the flowline of Smith Creek
approximately 100 feet downstream(see attachment for location). The French drain would consist of 1 foot of #57
washed stone encapsulated in Geotextile. The outlet end of the French drain would consist of a 6" PVC outlet pipe. The
work will require temporarily digging through the bank of Smith Creek, laying the outlet pipe, backfilling the creek
bank, spreading a native seed mix and covering with Coir Fiber Mat. Disturbance of the stream bank should last no
more than one day in duration. Please contact me if you have any questions.
Thanks,
Lindsey Panek
Assistant Resident Engineer
Division 9-Forsyth Construction
Office: 336-747-7953
Fax: [phone]
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