HomeMy WebLinkAbout20210453_perched pipe R-5768 US 311 (South Main Street)Carpenter, Kristi
From: Conchilla, Ryan
Sent: Monday, March 25, 2024 12:02 PM
To: Braquet, Stephanie
Cc: Jones, Scott A; Dale Swicegood; Euliss, Amy
Subject: 20210453_perched pipe R-5768 US 311 (South Main Street)
Attachments: PSH 4 - Site 02 Plunge Pool additional.pdf
Stephanie,
Sorry for the delay. Based on the photos and additional information provided, the addition of a plunge pool at the
culvert outlet area is approved and should be constructed per the USACE conditions listed below.
Let me know if I can provide further assistance.
Ryan Conchilla, PWS
Environmental Specialist II
401 and Buffer Transportation Permitting Branch
North Carolina Department of Environmental Quality
919-707-9111 office
Ryan.Conchilla@deg.nc.gov
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Department of Environmental Duality
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From: Braquet, Stephanie <scbraquet@ncdot.gov>
Sent: Monday, March 25, 2024 8:16 AM
To: Conchilla, Ryan <ryan.conchilla@deq.nc.gov>
Cc: Jones, Scott A <sajones8@ncdot.gov>; Dale Swicegood <DSwicegood@kcaeng.com>; Euliss, Amy
<aeuliss@ncdot.gov>
Subject: RE: [External] RE: perched pipe R-5768 US 311 (South Main Street)
Good Morning Ryan,
I was following up on the email below. We are waiting on a response from you before we proceed. I've also
attached the markup plan sheet.
Stephanie Braquet
Division 9 Environmental Specialist
North Carolina Department of Transportation
336 747 7800 office
scbraguet(cancdot.gov
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
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North Carolina Public Records Law and may be disclosed to third parties.
From: Brumagin, Stephen A (Steve) CIV USARMY CESAW (USA) <Stephen.A.Brumagin@usace.army.mil>
Sent: Friday, March 15, 2024 1:24 PM
To: Braquet, Stephanie <scbrag uet@ncdot.gov>; Conchilla, Ryan <ryan.conchilla@deq.nc.gov>
Cc: Jones, Scott A <salones8@ncdot.gov>; Dale Swicegood <DSwicegood@kcaeng.com>; Euliss, Amy
<aeuliss@ncdot.gov>
Subject: [External] RE: perched pipe R-5768 US 311 (South Main Street)
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Stephanie,
Thanks for the photographs, they were helpful. The project plans don't capture the downstream rock "falls" and that is
important for the discussion of connectivity. I would agree that this culvert provides a hydrologic connection for what is
shown on the project plans as wetlands on the south side of the railroad and its function is to equalize surface water
flow from the wetland area to the tributary below the culvert.
As for what to do with the outlet of your culvert, I would say that installation of a dropbox/outlet would likely be
considered additional impacts, require a permit/modification, and will place more of the stream into a structure. As an
alternative, you indicated that NCDOT could create a rock dissipator/plunge pool below this culvert. NCDOT is
authorized to place rock at the outlet of this structure (approx. 10 If) to protect the banks. If a rock energy
dissipator/rock/native material -rock can be placed within this location, into the stream bed within the existing scour
area to prevent further erosion/sedimentation (not just rock dumped into the scour up to Ordinary High -Water Mark), I
believe that would not constitute a loss of waters and would be a minor alteration and would not require permit
modification. Please let me know if you have any questions. Thanks.
Stephen A. Brumagin
NCDOT Project Manager
U.S. Army Corps of Engineers,
Charlotte Field Office, Wilmington District
Work cell 704 798-6471
From: Braquet, Stephanie <scbrag uet@ncdot.gov>
Sent: Thursday, March 14, 2024 3:17 PM
To: Brumagin, Stephen A (Steve) CIV USARMY CESAW (USA) <Stephen.A.Brumagin@usace.army.mil>; Conchilla, Ryan
<ryan.conchilla@deq.nc.gov>
Cc: Jones, Scott A <salones8@ncdot.gov>; Dale Swicegood <DSwicegood@kcaeng.com>; Euliss, Amy
<aeuliss@ncdot.gov>
Subject: [Non-DoD Source] perched pipe R-5768 US 311 (South Main Street)
Steve and Ryan,
On R-5768-permit site 2 we have a perched pipe. (See attached pictures). It is a 42" pipe that should have been
buried 20% but it was laid at grade, which was an oversight. However, even if the pipe had been buried at the 20%
requirement, it would have perched. The pipe is currently 1' above the water, and the plunge pool is about 1' deep.
The area has scoured 2' since installation and the 20% burial would have been around 9". If the pipe had been
installed correctly, we would have at least 15" of scour. We can correct the perch using an energy dissipator or we
can drop the pipe with a junction box and pipe extension. If anything is recommended, we would like to combine
rip rap with native material, hoping to be able to proceed without a permit modification? I'm suggesting native
material because we are hoping to keep the impact from being deemed a `loss of water'. We will do whateveryou
recommend. Although, after reading through the Regional General Permit 50 Special Conditions, specifically (5) it
states:
Culverts/pipes placed across wetland fills purely for the purposes of equalizing surface water do not
have to be buried but must be of adequate size and/or number to ensure unrestricted transmission of water.
The pipe is solely for equalizing surface water because the flow is wetland4pipe4stream. Aquatic passage in the
pipe system should not be a concern either. And, as you can see from the attached pictures, there are a lot of
sheer rock drop-offs, most of which are beyond our construction limits. We would like to consider this pipe purely
for the purpose of equalizing surface water and hope you would agree.
For the Corps, the Action Id: SAW-2022-01426
For DWR, the project no is 20210453
If you have any questions, please feel free to reach out.
Thanks
Stephanie Braquet
Division 9 Environmental Specialist
North Carolina Department of Transportation
336 747 7800 office
scbraguet(cancdot.gov
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
0
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.