20161013 Ver 1_Revised Plans_20170105

Carpenter,Kristi
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Attachments:
Importance:
Johnson, Jay B
Thursday, January 05, 2017 9:17 AM
Ward, Garcy; Steffens, Thomas A SAW
([e-mail])
Brame, Bill Jr.; Yeung, Hon F; James Byrd ([e-mail]);
Kincannon, William C.
FW: Beaufort 110
060110_rdy_psh4_REDLIN ES. pdf
High
Garcy, Tom, We recently sent you an updated drawing with buffer impacts associated
with the overhead utility. Please hold off on doing anything on this due to another
potential change in the design. Please see emails below referencing a property owners
request.
From: James Byrd [mailto:[e-mail]]
Sent: Wednesday, January 04, 2017 12:55 PM
To: Yeung, Hon F
Cc: Kincannon, William C.; Johnson, Jay B; Brame, Bill )r
Saleeby, Eli N
Subject: RE: Beaufort 110
Importance: High
Hon,
; Jay Watson; Jordan, Paul A;
Mr. Alligood called me before lunch and reiterated his concerns about our plans to pipe
in a portion of the ditch on his property (Parcel 3). Mr. Alligood advised that the
upstream ditches/canals connect back to the J& W Dismal Swamp which is not
supported by our plans but cannot be refuted without another field visit and more in
depth investigation of the off-site drainage area. Mr. Alligood advised that he would
donate whatever ROW or easements would be required if NCDOT agreed to a ditch in
lieu of the proposed 30" pipe. While I'm compelled to make the requested revision, I
need to point out the project is already permitted. I also want to make you aware that
previous designs for this ditch resulted in stream impacts in excess of 150LF and a
revised outlet point into Beaverdam Swamp. If we can get the proposed stream impacts
below the 150LF threshold, my recommendation is to revise the current approved
designs to a ditch. That being said, I feel it's prudent for the DEO to weigh in on this
matter since a permit modification will be required. I've attached a previous
unapproved design for this ditch for your information. Please advise on how you'd like
us to proceed on this matter asap or advise if a WebEx with all the involved parties is
desired. Thanks.
JB
From: Yeung, Hon F [mailto:hfyeun�@ncdot.�ov]
Sent: Wednesday, December 21, 2016 12:38 PM

To: James Byrd <[e-mail]>
Subject: RE: Beaufort 110
Thank you Jamie.
From: James Byrd [mailto:[e-mail]]
Sent: Tuesday, December 20, 2016 6:05 PM
To: Yeung, Hon F
Cc: Jordan, Paul A; Jay Watson
Subject: RE: Beaufort 110
Hon,
The proposed 30" pipe was designed to convey the 10-yr discharge (16cfs) from the
68acre rural contributing basin without overtopping. Should there be a larger storm
event, the water would occupy the same flood plain area that the existing ditch
utilizes. Mr. Alligood should see no difference from the current conditions during a
rainfall event. If you have any additional questions, please give me a call. Thanks.
James A. Byrd, PE
Eastern Region Highway Divisions Project Manager
Tel [phone] Cell [phone] Fax [phone]
HNTB North Carolina, P.C.
343 E. Six Forks Road, Suite 200, Raleigh, NC 27609 � www.hntb.com
� 100+ YEARS OF INFRASTRUCTURE SOLUTIONS
From: Yeung, Hon F [mailto:hfyeun�@ncdot.�ov]
Sent: Tuesday, December 20, 2016 3:11 PM
To: James Byrd <[e-mail]>
Subject: Beaufort 110
Jamie,
Mr. Lindon Alligood, property owner of parcel 3, has contacted us about the 30" side
drain pipe that would be placed in front of his property. He is concerned that a 30" pipe
might not be sufficient to carry all the water. Can you provide some insight/hydro data
for me to show him that a 30" will suffice?
Thank you,
Hon F. Yeung, PE
Division Project Engineer
Division of Highways - Division 2
North Carolina Department of Transportation
[phone] office
[phone] mobile
hfyeung�ncdot.gov

105 Pactolus Highway NC 33
PO Box 1587
Greenville, NC 27835-1587
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