20210071 Ver 1_NCDOT DIV 5 2020 non-reporting NWP 3_20220712

Impact
Category County
State
Road
Erwin Rd - pipe repair Pipe
DURHAM SR 1306
Billy Hopkins Rd - pipe replacement Pipe
WAKE SR 2314
Parrott Rd - pipe replacement Pipe
VANCE SR 1127
Mill Creek Dr - pipe replacement Pipe
WARREN SR 1431
Lake Wheeler Rd - pipe extension Pipe
WAKE SR 1371
Country Club Rd - pipe replacement Pipe
FRANKLIN/WAKE SR 2335
Road Name
Location (Distance and direction
from closest SR)LAT LONG
ERWIN RD
0.19 mi N of Cameron Blvd (NC 751)
35.99983 -78.95239
BILLY HOPKINS RD
0.23 mi N of Fowler Rd
35.88686 -78.36187
PARROTT RD
0.67 mi S of US-158 BYPASS
36.32605 -78.46947
MILL CREEK DR
0.55 mi W of NC 903 (Ebony Rd)
36.54242 -77.95667
LAKE WHEELER RD
150 ft S of Penny Rd
35.71712 -78.68591
COUNTRY CLUB RD
0.75 mi N of Dukes Lake Rd
35.895432 -78.319658
Existing Structure Proposed Structure
54“ RCP with 16ft disconnected reset 4 end joints
128" x 83" CMPA with HW
60ft long
10'-11" x 7'-7" CMPA with HWs
60ft long
60“ CMP
60 ft 11'-5" X 7'-3" at 60ft
100" x 68" CMPA
80ft long
14'-3" X 9'-7" CAPPA with HWs
80ft long
double line large pipes
RCP and CMP
20ft extension
metal sections added to both pipes
60“ CMP
60 ft
29'-8" X 7'-11" aluminum box
60ft long
Problem Proposal
disconnected pipe 4 joints off on outlet reset end joints and
armor outlet and stream channel for stability
pipe failure after major storm replace structure and armor pipe ends and
stream channel for stability
pipe failure after major storm replace structure and
armor pipe ends for stability
pipe failure after major storm on dead end road
required temporary crossing upstream to
maintain traffic during construction
replace structure and
armor pipe ends for stability, restore and mat
stream banks upstream of inlet
headwall had collapsed, causing
shoulder/roadway failure above
remove headwall, extend both pipes 20ft, armor
outlet and stream channel for stability
pipe failure after major storm replace structure and
armor pipe ends for stability
Nearest Stream Name
DWQ
Classification
Bank Stabilization
(Linear Feet)
Slope Protection
w/jurisdictional
impacts
Stream
Channel
(Linear Feet)-
Permanent Wetland
(Acres)
UT to Sandy Creek WS-IV; NSW 10LF outlet
concurrent N/A 30LF outlet N/A
UT to Little River WS-II;
HQW; NSW
40LF
20LF inlet/outlet
concurrent
N/A
40LF
20LF rip rap
upstream and
downstream
N/A
UT to Ruin Creek C; NSW
20LF inlet
concurrent, outlet
slope protection with
no impacts
N/A N/A N/A
Mill Creek C
25LF
15LF inlet/10LF
outlet concurrent
N/A N/A N/A
UT to Swift Creek WS-III; NSW 5LF outlet
concurrent N/A
40LF outlet
20LF pipe and
20LF rip rap
N/A
Moccasin Creek C; NSW
30LF
10LF inlet/20LF
outlet concurrent
N/A N/A N/A
Type of
Wetland
Open
Water
(Acres)
Stream
Channel
(Linear
Feet)-
Temporary
T & E
Species
Present?
Yes or No
Historic
Concerns
Most
Recent Site
Visit
Additional
Site Visit
Required?
N/A N/A 40LF No No 5/7/2020 No
N/A N/A 40LF No No 11/6/2020 No
N/A N/A 40LF No No 7/21/2020 No
N/A N/A 55LF No No 12/30/2020 No
N/A N/A 40LF No No 11/5/2020 No
N/A N/A 40LF No No 12/30/2020 No
Permit Requirements and Comments
Cape Fear River Basin/Jordan Lake WSWS
EXEMPT from buffer authorization
Neuse River Basin
EXEMPT from buffer authorization
Tar-Pamlico River Basin
EXEMPT from buffer authorization
Roanoke River Basin
No Buffer Impacts
Neuse River Basin
EXEMPT from buffer authorization
Neuse River Basin
EXEMPT from buffer authorization