20171365 Ver 2_U-4405 Modification_20180216

Carpenter,Kristi
From: Rivenbark, Chris
Sent: Friday, February 16, 2018 9:47 AM
To: [e-mail]; Steenhuis, Joanne
Cc: AI-Dhalimy, Nadia A; AI-Ghandour, Majed N; Barclay,
Car) A; Burns, Gregory W; Chapman, Amy;
gary�[e-mail]; Hanks, Brian; Carpenter,Kristi;
Mellor, Colin; NCDOT Service Account - Roadway
Design; [e-mail]; Rerko, James J;
Staley, Mark K; Wilson, Travis W.; Twisdale, John W;
Cashin, Gordon E
Subject: Permit modification request for U-4405, Cumberland
County
Follow Up Flag: Follow up
Flag Status: Flagged
A permit modification request for U-4405 has been prepared. The electronic copy can
be viewed/downloaded at htt�s..�/xFe_r..se_rvi�es.:_n�dcrt.:.�ca.v/.pdea/I�_e_r_rn�A.p.ps./
This email serves as our permit modification request to the U.S. Army Corps of
Engineers and N.C. Division of Water Resources.
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
crivenbark(a�ncdot.qov
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
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I�arti��,

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
February 16, 2018
US Army Corps of Engineers
Regulatory Field Office
69 Darlington Ave.
Wilmington, NC 28403
Attention: Liz Hair
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Modification request for Section 404 Nationwide Permits 12 and 14 and Section 401 Water
Quality Certification for the construction of the US 401 improvements in Fayetteville,
Cumberland County TIP No. U-4405. Debit $570 from WBS 39049.1.1.
Reference: Section 404 USACE Action ID. SAW-2011-01806, issued December 1, 2017
Section 401 NCDWR Project No. 20171365, issued November 15, 2017
Dear Ms. Hair:
As you are aware, the North Carolina Department of Transportation (NCDOT) proposes to improve US
401 in Fayetteville from Old Raeford Road to Robeson Street. It has come to our attention that the pernut
application did not include all of the impacts due to erosion and sedimentation control measures. Although
wetland impacts remain the same, there are additional impacts to surface waters, especially temporary
channel impacts. Please replace previously provided pernut drawings with those included with this request.
These changes are summarized as follows:
Site 2: An additional 10 feet of temporary stream impacts have been added at the downstream end. The
temporary channel impacts and surface water impacts have increased in the summary sheet by 10 feet and
0.01 acre.
Site 3: Due to bank stabilization, temporary stream impacts were added on both streambanks up and
downstream of the culvert. This increased channel impacts by 150 feet and OA2 ac.
Site 4: The temporary impacts were lengthened slightly on the upstream and downstream end; the
resulting total was still just under O.Olac.
Site 5: The temporary stream impacts were extended on the upstream end (previously stopped just inside
the DLTE, now extends between the DLTE and TDE) and shortened on the downstream end (previously
extended to area between DUE and TDE, now stops inside of DLTE area). Temporary surface water impacts
increased to OA2 ac.
MailingAddress: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION FCIx: �919� 212-5%$S 1 OZO BIRCH RIDGE DffiVE
ENVIRONMENT ANALYSIS UNIT CuStOmeY' S¢rviC¢: 1-877-368-4968 RALEIGH NC 27610
IS9g MAIL SERVICE CENTER Website: www.ncdot.gov
R.ai.EiGx NC 27699-1598

Regulatory Approvals
Section 404: Modification is hereby requested to USACE Nationwide 404 Permit 12 and 14 as required
for the above-described activities.
Section 401: We are requesting a modification also to the Section 401 Water Quality Certification from
NCDWR. Authorization to debit the $570 Permit Application Fee from WBS Element 39049.1.1 is hereby
given.
A copy of this permit modification request and its distribution list will be posted on the NCDOT website
at: https://connect.ncdot.gov/resources/Environmental
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Gordon Cashin at or [phone].
Sincerely,
�---
�,t' Philip S. Harris, III, P.E. C.P.M., Unit Head
Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List

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FROM STA.77+03 TO STA.77+90 -L- RT
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LT = 66.67' L= 633.90' LT = 66.67'
ST = 3333' T= 31722' ST = 3333'
R = 6.300.00'
SE = 0.025
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SEE SHEET 46 FOR —Y5— PROFILE

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DETAIL 2
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SE = 0.025
PERMIT DRAWING
SHEET 6 OF 18
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EST DDE-150 CY
s�oPe-i_���,�
t5T 16� TONS
LST 3�0 5'Y GEOTEXIILE
83
At�D E%TrND
--t��_-- - �- - i- -
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�—I �24' i. �- -.�--� 24'
-- �-' _�- _ � F 24' F ^
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RETAVN SVS7�EM AG�
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84 8�
-L- TS Sta. 80+54.72
-YS-
P! Sta 22+82J2
� = 25' l8' 13.3' (RTJ
D = l0' 44' 58B'
L = 235.39'
T = //9.65'
R = 533.00'
SE = OA2
CL455 II �'IP
ess zt�. rons
E5T ?10 SY GEOTEXTILE
f ' , '� `���r' 1 �1
i '� i '. � 91
` �RETAIf�! SVSIEM� � i I
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�UF(�}— PUE rue r�--�-'---� Pue �.....-;--- I,!- -L- CS Sta. 87t88.6�
��_' T�A
EX�TI� � � 11 TO G
�'F� �� ' �%IEIEIXIST F
DUE �. I REnnove ��, ` II � PUE �� PUE
� _ � -- F � _//.' I ���b , ui `cQl �
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�'�2EM0�- /. � �-..� A ��
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\,l5 ��\,- SI�E 1� � S�i � �� I _
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l y. �
CLAS�'th2Y'� RAP -Y' �
F,�T 7�%0 TONS ' i
EST 705 SV GEgTEXTFNE � � �
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� � 125 CY +/- NTS (STA 82+50 -L-)
1@60" RCP 1@72" STEEL
\ � � -� 1@66" RCP W/RCP ENDS
aF BURRIED XCAVATION
� � EXCAVATION R6.75'
\ —
\ �F E �
� 88 � � �'
�
. e; �l �Y'�� NG
' �. �\� ,� '�y `5' CLASS II
, \ � t RIP RAP fTYP)
WIDTH=S' WIDTH=6' WIDTH=7' T-z�
��'�, �` � �, �'. � I' BENCH HEIGHT I' BENCH HEIGHT
'I��'�i ',�� / � ABOVE 8ED ABOVE BED
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—��� �'�� � 1 i � � � � NTS (STA 82+50 -L-)
1\ ' 1 �`�'' \� \ 1@66" RCP 1@72" STEEL
y �� ��, � 1@60" RCP W/RCP END$
` ` � 176.00 BURRIED 1.D'
' I 11�`� � � � -; \ EXCAVATIDN
11'1 I . 1 ?j _'
1
����'� , .,� �'� NG
1
I � � � `� � EXCAVATION = '� ''� CLASS II
' � ���`� 135 CY +/- RIP RAP (TYF
'•,��' � WIDTH=6' WIDTH=6' WI�TH=6' T=z�
I' BENCH HEIGHT I' BENCH HEIGHT
.\�•,� ABOVE BED ABOVE BED
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�
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_ '\
90
NOTE: SEE SHEET 35 FOR -L- PROFILE
SEE SHEET 46 FOR -Y5- PROFILE

�
INLET DETAIL
2C60" STEEL� NTS (STA 737+99 -L-)
PIPES
o _,8-�
CLASS II
RIP RAP(TYP)
THICKNESS=2'
CHANNEL
WIDTH = 20'
�
� �NG
� RETAINING
WALL
NOTE: BURRIED 1.0'
—EXCAVATION
EXCAVATION = 870 CY
�
�
OUTLET DETAIL
NTS (STA 737+99 -L-)
2@60" STEEL �EXCAVATION
PIPES l
`NG
0 - 30'
CIASS II
RIP RAP(fYP)
NOTE: BURRIED 1.0' THICKNE55=2'
CHANNEL
EXCAVATION = 572 CY WIDTH = 20'
�
-L-
P!s Sta /39tg5.56 Pl Sto 144+7/Al
6s =/' 43' 07.9' 0=/9' l8' S8.8' fRTI
�= iso.oa o= z n� 3o.s�
LT = IOOAO' L = 84283'
� ST = 50A1Y T = 425.45'
� R = 2,500A0'
� I Z SE = OA3
Z � �
o PERMIT DRAWING
z SHEET 9 OF 18
1�
SITE 3
-L-
CLA 5 II RIP RAP
EST 8 TONS
EST 0 SY
i 139
. . � PUE GL 'B' RIP RP,\\�S .
EST 2 TONS
...-- �3$ . ES 7 5Y �_ CL455 II RIP RAP
�`'�` GE EXTILE B EST 108 YONS
�A��� , I ��`.�9oF, �EST 38 5Y GEOTExTILE
i ✓S 9n
/ ti 9F`F,� I
� C �
-Y12- PC Sta. l0+50.86 - - *�
- ' O.) CL'B'RIPRAP
EST 2 TONS
�.�j C5T 7 SY GEOTE%TILE
� I
O
y QQ m l50'TAPER 27 1"URN!
p N PUE N� p-- PUE� PUE PUE GRAu pl��— p�E o-� E PDE PDE
v, r' e To_ P� -
� �' ---F -- —_ --- --_ F �= ---�___ --- UE - �1��
w� R — --- --_ F sa-
20 PROP.CONC.SIDEW �/ —
N -f- � ; • - ac , --- '
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WN � c "�� � ' eEnnov[ '^ � i wir
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Nr � �� � � � ASLE FlLL-
is^ ecP-ro 5'MONO[.iT� CONC.fSLAND l� � -
W H y , � 15" RCP-I`/ N A � ' \
ZN � ^_ � "_' R=SO' �O R=SO'�O IZS� N "� RCP-IV �
_' \ M
J - - � ., .
REMOVE \ � [ 3c' P.CP-IV
Z J PROP.CONC.SIDEW . �I � � - r _4i i �_�_ tcU �R . Frn � . � �
� � E--�.� � i '� _Pp� �-�Eaenr�r+E E E F u—E
�p vPD
c
� � p � � � � ReMove-
18" RCP �IV y
{2625" o-
N
� n
� Xi
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133 zsskiv e_ +50.00
Z
J
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2' -- I
_ � 'S�� (LNM OR 2Y8<_7" I _
_ r � �--- �I �.
_ � � � �
W � , I I
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-�T � 1
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2 L'- PROP CONC SIDEWALK � �� �
us � •` A D8S1GN &XCEP770N FOR L1NE {VlDTTi l5
� � i
REQUlRED FOR -4 STA.38+95.00 TO -[r 319+95.00
8" RC'i- � �3rJ
..L. �. � � TlE TO EXIS7
�v �
�_
�
} REfAIN '. ..
� �I
\
�-Y12- POT Sto.12+7659
./�g �_�� �_.,� _
r-�� �`���,
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_-____- — �� �
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-Y12-
Pl Sta lO+g9Jl
o= is oq ioz rRr�
D = /6' S!' 06J'
L = 95.85'
T = 4825'
R = 340.00'
Y��.-� � c. ��
✓ I ; �� ISBK APT I '��[I I
ISBK APT L . � .. I�
F.� �
136
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a � 'a
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DU � �
D
250' LANE SHIfT
5" RCP
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3a rj� `� �-
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7l CL 'B' RIP RAP
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E5T i SY GEO7'EXTILE
RETAINJ
v
O
�
137
CL4SS II RIP RAPJ
E5T 280 TONS
EST 100 SY GEOTEXTILE
PROJECT REFERENCE NO. SHEET NO.
U-4405 /3
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC�MII�LE E FLANS
no Nor use ron > w ncalns�r�o.v
�
-L- SC Sto.140t4556
.�:�'H E M�oLGORti,�
& PI��E
'a�i9 Pe 6s '
�1,
141
140
nE To �
EXIST �
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--- ; � N -I-
v a �... W �
W ,.._
� N
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J
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R-5ry I/ I�/ �TIE TO
FVEXIS��/` F EXIS7 �' p[.Mov[ Q
2 <
PU�.YIST�N6 PUE � TUE <
d�
�
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CLASS II RIP RAP
E5T 218 TONS
EST 80 SV GEOiExTILE
142
SITE 3
143
1 1,1 I
1 - �.
1 5�� �� 50� ����
11 � SCALE
1 1 DENOTES TEMPORARY
1 m � IMPACTS IN SURFACE WATER
t � DENOTES IMPACTS IN
� SURFACE WATER
NOTE: SEE SHEET 37 FOR —L— PROFILE
SEE SHEET 47 FOR —Y12— PROFILE

N
0
�
� � PROJECT REFERENCE NO. SHEET NO.
-L- U-4405 /3
P!s Sta /39tg5.56 Pl Sto 144+7/Al ww SHEET NO.
- eS = P 4.�J� O%.g 0=/9' l8' 58.8' fRTI ROADWAY DESIGN HYDRAULICS
INLET DETAIL �
2@60" STEEL NTS (STA 137+99 -L-) �
I I I PIPES
� � �NG
' I � ' � �RETAINING '-
0 - 18, WALL ...-.`
��\` CLASS II NOTE: BURf
RIP RAP(TYP)
. TH ICKN ESS = 2' EXCAVATION
� CHANNEL
� - WIDTH = 20' EXCAVATION =
LS = IJrO.00� D= Z�%I�3O.E� ENGINEER ENGINEER
LT = IOOAO' L = 84283'
� ST = 50A(Y T= 425.45' INC�MII�LE E FLANS
� R= 2,500.00' no Nor use ron f w ncalns�r�o:v
� I Z SE = OA3
U I °o
z o PERMIT DRAWING
z SHEET 10 OF 18
1�
. � :,.. �/ � .
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�� \ � � 1 �� 11` � � �� � � ��� `� � V ` \ ! -L- TS Sta.138+95.56 �
\ \ �- — _ �
y\ . I .\ \ \� � \\ I \\ CLA 5 II RIP RAP
`� -� � � �• � EST 8 TONS
,$` \ \ \ \ � ...�`1 ` EST 0 SY
\ � ` ceorexri�e -L- SC Sto.140�G4556
� �' \ � `� ,� � \ I �' `\ � 139
131 / � �� � � I ' - PUE GL 'B' RIP RAP � I
/ � � �� E5T ? TONS �5��
�
' / c, �\ "-� �� �'':� � J�- �3S � EST 7 SY CL455 II RIP RAP i� ., - .
I � 1 �., � �1 � � '�. �\ - /,1��-_ �_ � � GE fEX�ILE 9 \�� . EST 108 TONS
, , I -'. . �--- , \ � �� , ! w � �F's�F, EST 38 5Y GEOTE%TILE �- : &--F„�M LGORA
I � �' ,�` � ,p ^
. � � � - �-��, �' � � � _ - � d � sa 9s�,� j � .� a � y B '� �q ;.
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��� �, + � � �--,a � PDE ���- � �
-Y12- PC Sta. l0+50.86 - - _ —, � �
� � - - 1(?� a'e' kia kna 350'TAPER !LT TU N! _5� � p . .
E5T 2 TONS �nLLNING ,�41
C5T 7 SY GEOTE%TILE I00' SHl �l ��'C�
� PDE � �PD � O
m�� l50'TAPER'(UJURN! � a [u' � "�.9 /NC 140
Q�Q O
W � - ,
N PUE N� (9— PUE� PUE � PUE F c,RAD �P�� PUE �� PUE PDE , _ PDE d m ^' , '0p� i„ RCP-iv EXIST° �
r' E T� �
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20 PROP.CONC.SIDEWALK W \ '. GI-D ' . . 0 . CATI 5 r- --' LLJO
N-f- � ; . - ac ; � _�_ , / � oP:r-s�c&c_ - -- -- e - � , � _�1
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WN �. , ',. ' - � � � REMOVE ' 1�
WN � V � � P.[MOV[ �? � I WIT I � DI�' CP-`✓ ��� W�"
Nr ; �� � v n �e Fiu _- oi = W'-
Q i 5'� Rc P-ro 5' MONO[If � CONC. fSLAND l� , - �� , � ' "" � N
W �� , , � 15" RCP-IV N A A , ` � IS" RCP-IV � RCMOVE � 60" W[LD[D UI �0 1�' RCP-N D ��
Z �' � \ ` ,
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250'LANE SHIfT ' p-E TAPER (LT TURNJ �+ �.� �,;-rt r F �EXI 2, a, �
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•• A DESIGN EXCEPT/OT
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REQUlRED FOR -4 STA
IDEW/ �
� FOR L3NE WlDTH !S
38+95.00 TO -4 319+95.00
18" RCP .IV y 18' Rc:P- /�1
_-- f26.25' o- �,4...l, � / TlE TO EXIS7 -
PU�.YI3T�N6 PUE TUE
135 0 �' I m
. �� � Tl CL '8' RIP RAP '.. � � -
F T� fST 2 TONS p
�� '� EXlS EST 7 SY GEOTEXTILE ` I� 1 d w
f�, �
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1` 1� \ CL4SS II RIP NAP
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,
-Y/2-
Pl Sta 10+g9,1/ I
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D = /6' S!' 06J'
L = 95.85'
� R = �4�0� �\
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\
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E5T 280 TONS EST 80 SV GEOiExTILE
EST 100 SY GEOTEXiILE �4z
SITE 3
� ���� �
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��
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/ � SCALE
%
� 1 � DENOTES TEMPORARY
,i m ; IMPACTS IN SURFACE WATER
� �
DENOTES IMPACTS IN
� SURFACE WATER
NOTE: SEE SHEET 37 FOR —L— PROFILE
SEE SHEET 47 FOR —Y12— PROFILE

N
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* PROPOSED SIGNAL
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- ** A DESIGN LXCEPT70.N FOR LriNE lU7OTH IS
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�;� n
15
-L-
Pl SYa 144+7/Al Pls Sta 149+38.40 Pls Sta l53+0456 Pl Sta 155+1OJ7
0=/9' l8' S8.8' (RTl 6s = I' 43' 079' 9s = l' l4' S0.5' 0= S l0' 2/.2' (LT)
D= 2'!I' 30.6' Ls = I50A(Y Ls = 150.00' D= f 39' 47.4'
L= 842.83' LT = IOOA(Y LT = l00.00' L= 3/lAl'
T= 425.45' S7 = 50A0' ST = 50.00' T= 155.6/'
R = 2.500A0' R = 3,445A0'
SE = OA3 SE = 0.03
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CLA55 II RIP RAP
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INLET DETAIL EXCAVATION
NTS (STA 143+37 -�-)
l�a'�72" STEEL W/RCP ENDS NG
BURIED 1.0'
2@72" RCP
EXTENSIONS 2:7
EXCAVATION� � .
; ry
CLA$$ II
� J RIP RAP
T=2'
EXCAVATION VARIES 9'-26' CHANNEL
=257 CY 1.5' BENCH HEIGHT WIDTH =8'
ABOVE BED 738.5'
OUTLET DETAIL RCP`eNos"
NTS (STA 143+37 -L-1 BURRIED 1.0'
2L772" RCP777��� EXCAVATIOI
NG� EXCAVATION � / \
/ 1 2:1�
d� �4�� `CLA55 II
'•�. ,,' RIP RAP
T=2'
EXCAVATION VARIES 3'-23' CHANNEL
=342 CY 7,5'BENCH HEIGHT WIDTH =8'
ABOVE BED 137.2'
� -L- ST Sta.150+38.39
\
�
PROJECT REFERENCE NO. SHEET NO.
U-4405 /4
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC�MII�LE E FLANS
no Nor use ron > w acalns�r�o.v
PERMIT DRAWING
SHEET 12 OF 18
_�N I �
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W�
WD
N i-
W �
W^
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Z(/�
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NOTE: SEE SHEET 37 & 38 FOR -L- PROFILE
SEE SHEET 47 FOR -Y13- PROFILE
SEE SHEET 48 FOR -Y14- PROFILE

N
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U-4405 20
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PROJECT REFERENCE NO. SHEET NO.
U-4405 20
RW SHEET NO.
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NOTE: SEE SHEET 40 FOR —L— PROFILE
SEE SHEET 48 FOR —Y25— PROFILE

WETLAND AND SURACE WATER IMPACTS SUMMARY
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (FromlTo) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L1- 96+44/96+g2 LT EXTENSION OF 2@48" RCP < 0.01 < 0.01 8 43
EXTENSION OF 1@60", 1@66" RCP & 1@72"
2 -L- 81+47/84+g2 RT & LT TRENCHLESS WELDED STEEL 0.10 0.10 0.03 0.04 201 41
EXTENSION OF 4@10'X12' RCBC & 2@60"
3 -L- 137+03/138+25 RT & LT TRENCHLESS WELDED STEEL 0.03 0.03 33 42
EXTENSION OF 4@10'X12' RCBC & 2@60"
BANK STABLIIZATION TRENCHLESS WELDED STEEL 176 171
SLIPLINE EX. 2@84" CMP W/ 72" LINER &
4 -L- 143+03/144+02 RT &LT 1@72" TRENCHLESS WELDED STEEL 0.07 < 0.01 216 51
EXTENSION OF 3@60" RCP & 1@72"
5 -L- 143+03/144+02 RT &LT TRENCHLESS WELDED STEEL 0.09 0.02 206 27
TOTALS': 0.10 0.10 0.22 0.11 840 375 0
*Rounded totals are sum of actual impacts
NOTES: