20191734 Ver 1_No Written Concurrence_20191223

Carpenter, Kristi
From: Steenhuis, Joanne
Sent: Monday, December 23, 2019 2:52 PM
To: Chris Hall
Subject: RE: [External] Re: ?? about application
Chris,
This gives me enough information for my decision. Please send me the plans when you find them. Having a coffer dam
is what I needed to hear in order for them to be in compliance with the NW 3 and the GC 4132.
The project does fit under the non -notifying conditions for the GC 4132. Please note the DWR has assigned this project
the number 20191734. Please reference this project number if you have any additional questions.
Merry Christmas!
Joanne
From: Chris Hall <[e-mail]>
Sent: Monday, December 23, 2019 2:36 PM
To: Steenhuis, Joanne <[e-mail]>
Subject: Re: [External] Re: ?? about application
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
The contractor would utilize the coffer dam method and pump around. They have been in business for long
time and have completed numerous headwalls I have to rely on their expertise and yours to ensure everything
is done correctly.
I cannot find the plans in my emails I will have to get to my computer.
If you have more questions send them to me please and I will get answers from the contractor.
Thank you
Chris
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From: Steenhuis, Joanne <[e-mail]>
Sent: Monday, December 23, 2019 2:11:34 PM
To: Chris Hall <[e-mail]>
Cc: Charles, Thomas P CIV USARMY CESAW (US) <[e-mail]>
Subject: RE: [External] Re: ?? about application
You won't need anything for the N. Elm Street project.
My next question then for the ES Railroad Street is how will you keep live concrete from the stream? Coffer dam and/or
pump around for the stream. The plans may be helpful.
From: Chris Hall <[e-mail]>
Sent: Monday, December 23, 2019 2:07 PM

To: Steenhuis, Joanne <[e-mail]>
Cc: Charles, Thomas P CIV USARMY CESAW (US) <[e-mail]>
Subject: [External] Re: ?? about application
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Joanne
The large project on N Clark St. and ES Railroad St. where the road deck and headwall were washed away will
require the removal of old lay in place burlap bags filled with concrete and anchored in place with rebar.
The new head wall will require a footer poured in front of double culvert and a block headwall consisting of
double blocks and rebar and poured full of concrete up to road deck.
Then a poured headwall 30 inches above road deck reinforced with rebar.
The other project is on N. Elm St. but the headwall there will able to be built on existing concrete box culvert
and no work will actually be done in the canal.
Not for sure if we needed a permit for that one as well.
I will send pictures of the N Clark St and ES Railroad St.. I have the drawing from contractor I can send.
Thank you
Chris
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From: Steenhuis, Joanne <[e-mail]>
Sent: Monday, December 23, 2019 1:46:10 PM
To: Chris Hall <[e-mail]>
Cc: Charles, Thomas P CIV USARMY CESAW (US) <[e-mail]>
Subject: ?? about application
Chris,
I need for you to give me a brief description of how you are going to repair the headwall around the double corrugated
metal culvert under East South railroad Street.
Also in the e-mail you refer to 2 projects, is there another one besides the East S. Railroad Street headwall repair? If so,
please give a brief description of that one as well.
Joanne Steenhuis
Environmental Specialist II
401 & Buffer Transportation Permitting Branch
Department of Environmental Quality
[phone] (office)
[phone] (mobile)
0oanne.steenhuisa-ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405

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