US 701 (9)

Subject:
Team Members:
Minutes from Interagency Permit 4C Review Meeting
on November 21, 2013 for R -4903 in Bladen County
Ronnie Smith- USACE
Liz Haire- USACE
Gary Jordan- USFWS
Travis Wilson -NCWRC
Mason Herndon- NCDWQ
Chris Militscher -EPA
Ron Lucas -FHWA
Chris Rivenbark -NCDOT -NES
Jay McInnis -PDEA
Tracey Pittman -DIV 6 Constr
GENERAL NOTES:
(by phone)
(by phone)
(absent)
(present)
(present)
(absent)
(present)
(present)
(present)
(present)
Participants:
Galen Cail, NCDOT Hydraulics
Bill Elam, NCDOT Hydraulics
Gary Lovering, NCDOT Roadway
Susan Lancaster, NCDOT Roadway
Travis Potts, NCDOT Roadway
John Merritt, NCDOT NES
Byron Moore, NCDOT NES
Joe Bailey, NCDOT DIV 6
Jim Rerko, NCDOT- DIV 6 DEO
Andre Davenport, NCDOT Structures
Mark Staley, Roadside Environmental
-Check matchlines throughout permit. Some full size sheets do not show matchline.
- Provide more detail in SMP including whether deck drains are proposed for bridge. If
deck drains proposed provide stationing.
- Provide 2 yr and 10 yr discharges and velocities at outfalls at wetlands.
-Make sure throughout project any rip rap along jurisdictional streams is labeled as "Banks
Only ", if applicable.
Site 2:
Can fill impacts be avoided at this location? It appears that the slopes can tie into the
existing slope with slight modification. Existing slope appears to be at or near 4:1.
- Roadway will investigate steepening slope enough to avoid impact. Also, there is
proposed grading in this gore area. Grading plan will be coordinated between
Hydraulics and Roadway. Avoid wetland impacts with proposed grading to extent
practical.

Site 3:
Impacts at the outlet of the proposed culvert show rip rap in the base of the stream.
-This is not shown correctly and will be updated by Hydraulics. Should be rip rap on
banks only and will be shown and labeled correctly on updated plans /permit.
Site 5:
Site is located outside of original jurisdictional determination. The USACE and NES have
coordinated review.
Site 7:
Slopes thru wetland are flatter than 3:1. Investigate steepening slopes to 3:1 to minimize
wetland impacts. Roadway to investigate using 3:1 and possibly extending guardrail.
Provide outlet velocity of proposed 18" pipe in wetland. Hydraulics to provide info on
permit.
Site 11:
Check length of permanent impact and update summary as needed.
Hydraulics to review info on permit.
Site 12:
USACE asked whether mitigation credit will be requested at bridge re- location where
existing road fill is proposed to be removed. This area is close to an existing wetland.
Since the amount of potential wetland mitigation is small (0.09 ac) and the area is located
in the vicinity of overhead power lines /easement, the department does not anticipate
requesting credit at this location.
Meeting adjourned.