20071134 Ver 7_Application_20141216

M. STATE'v
d M.vmu3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
November 10, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Lori Beckwith
NCDOT Coordinator
ANTHONY J. TATA
SECRETARY
Subject: Request for Modification to Individual Section 404 Permit and to
Individual Section 401 Certification for Section R-2519A
US 19/US 19E Improvements from SR 1336 (Jacks Creek Road) to SR
1186 (US 19) west of Micaville Yancey County NCDOT Division 13
State Project Numbers 6.869OO5T and 6.9O9O01T
T.I.P. Project Number R-2519A
Debit $570.00 from WBS Element 35609.1.1
Reference: Individual 401 Water Quality Certification No. 3706 issued October 16,
2007 for R-2518A, R-2518B, and R-2519A.
Individual 404 Permit SAW-2007-2197-357/300 issued April 1, 2008 for
R-2518A, R-251813, and R-2519A.
Biological Opinion issued March 14, 2008.
Individual 4O4 Phased Modification issued January 1, 2010 R-2519A.
Individual 4O1 Phased Modification issued September 4, 2009 R-2519A.
404 Utilities Permit Modification issued April 25, 2011 for R-2519A.
401 Utilities Permit Modification issued April 1, 2011 for R-2519A.
Dear Madam:
This letter addresses modifications to Section R-2519A of the US 19E widening project
that extends from SR 1336 (Jack's Creek Road) to SR 1186 (US 19) west of Micaville.
The North Carolina Department of Transportation (NCDOT) requests approval for
revisions to the Individual 404 Phased Modification issued January 1, 2010 and the
Individual 401 Phased Modification issued September 4, 2009. NCDOT proposes to
eliminate a proposed retaining wall depicted on Permit Drawings page 37 and 38 (Permit
Site 12) and Roadway Plan Sheet 20.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE:NCDOT.GOV
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

Permit Site 12 is located near the intersection of Pensacola Road (NC 197) and US 19 E
where Little Crabtree Creek passes through an existing double barrel culvert. The
discovery of a bedrock layer along Little Crabtree Creek has prevented the installation of
the proposed retaining wall. As a result, NCDOT proposes a 2:1 fill slope at this location
which will encroach upon Little Crabtree Creek necessitating the realignment of the
stream and the extension of the culvert under Pensacola Road.
New Impacts
The revised permanent impacts at Site 12 are 305 linear feet, an increase of 173 linear
feet over the original estimated impacts of 132 if (34 if culvert extension/98 if of bank
stabilization).
Mitigation
This modification request increases the permanent impacts for R-2519A from the existing
permit of 4,509 linear feet to 4,682 linear feet. In the previous permit, NCDOT
committed to mitigation of 34 if at Permit Site 12 (98 if of bank stabilization was not
mitigated). The new impacts at Permit Site 12 will require 271 if of coldwater mitigation
from the North Carolina Ecosystem Enhancement Program (NCEEP).
This submittal includes Revised Permit Drawings 6, 37, 38 (dated October 3, 2014), a
revised Roadway Plansheet 20, Mitigation Acceptance Letter from NCEEP, and a
vicinity map depicting the location of Permit Site 12.
The R-2519A project Let on May 17, 2011. Little Crabtree Creek has a trout moratorium
from January 1 to April 15.
If you have any questions or need additional information, please call Jeff Hemphill at
[phone].
Sincerely,
Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
Impacts
(ac)
Temp.
SW
Impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 228+50
1000mm CMP
0.01
<0.01
55
16
1
-L- 228+50 RT
BANK STABILIZATION
<0.01
13
2
-D1- 10+40
2.23m X 1.60m CS PIPE ARCH
0.02
<0.01
59
18
2
-D1- 10+40 RT
BANK STABILIZATION
<0.01
26
3
-L-230+85
900mmCMP
0.01
<0.01
41
8
3
-L- 230+85 RT
BANK STABILIZATION
<0.01
13
4
-L- 231+50
1800mm CMP
<0.01
0.02
13
12
4
-L-231+50 RT
BANK STABILIZATION
0.01
33
5
-L- 232+90
1500mm CMP
0.02
<0.01
83
13
6
-L- 236+10
1400mm CMP
0.01
<0.01
51
11
6
-L- 236+10 RT
BANK STABILIZATION
<0.01
30
7
-L- 243+30
2100mm CMP
0.00
0.00
0
0
8
-L- 249+65
1500mm CMP
<0.01
<0.01
19
9
9
-D4- 10+30
2.41m X 1.70m CS PIPE ARCH
<0.01
<0.01
16
25
9
-D4- 10+30
BANK STABILIZATION
<0.01
16
9A
-L- 255+40 RT
BANK STABILIZATION
0.00
25
10
-L- 257+35 / -Y10- 11+00
2@ 1.8m X 1.8m RCBC / BASIN
0.11
0.01
691
47
10
-L-257+35 RT
BANK STABILIZATION
<0.01
23
11
-L- 270+55
1400mm CSP
<0.01
<0.01
13
10
11
-L-270+55 LT
BANK STABILIZATION
<0.01
19
12
-Y17- 11+30
2@ 3.Om X 2.4m RCBC
0.21
<0.01
305
20
13
-L- 279+93
1 @ 2.13m X 1.52m RCBC
0.01
<0.01
66
15
13
-L- 279+93 LT
BANK STABILIZATION
<0.01
16
14
-L- 284+30 Lt.
1 2 - 2a 3.35m X 2.74m RCBC
0.00
0.00
0
0
14
-L- 283+96 / -L- 284+98 LT
BANK STABILIZATION
0.07
270
SHEETTOTAL:
0.29
0.03
1723
204

II I I ETRI
L-L-I I z ;�
I I � 25 -Y17-
10
I ► o PI Sta 11 +24e183 Pl Sta 12 +01.059 PI Sta 12 +73e510 `n
I A = l5° 50' 00.0" (RT) 0 = 24° 06' 00.0" (RT) 0 = 2° 22' 00.0" (RT)
�„�, � L = 45e597 L = 60e99/ L = 4/e306
T = 22e945 T = 30e953 T = 20e656
I �I I R= 165e000 R= 145e000 R= I,000e000 p
► 3 p � D
I C SE = SEE PLAN
F 0 S SE = SEE PLANS SE = SEE PLANS Q
I BEGIN CONST. I,I
I I \ �� Z
I I -Y17- POTStae lO 3e OO \ I lI \ m DENOTES SURFACE WATER
I Ijl A IMPACT - PERMANENT
I IIX \ I I \ -Y17- DENOTES SURFACE WATER
I II \ 1 I \ +60 IMPACT - TEMPORARY
I \ I V 14m
(45.93') 103
I DETAIL C-50
I LOW FLOW BENCH AT CULVERT
I , ENTRANCE I I IIwiL 476 I I SITE 1:2 WALLACE B. EDGE
"us I� (NOT TOSCALE) I I F I I I 3 DB 201 PG 625
II
_ 'j Slope 2;1
O
02 k� I I rn -Y17
I V / Ix BST
1.57 I III a (39.37'6
I CHA . ESQ ANDOLP I FRANK FOX--- I I a° 8 +80 g & TE R
T
DBE 0 �PG 451 om ^gym DB 191 PG 260 \�� I 1 c6o 1 C END CUR F CXD
R-25/9A 1 20
IS RIP SRAP 2:1 O I
= m
i CLASS Rol-' S - C _zi p -YI7 - PCStae 11 +01.239
+50 I Q0 c I , zl
3.om T0.3mIN� LOW FLOW BENCH
I s. T ILD"
0.3m SEE DET. C-50 SHT. 2-M I
EST. 600 CU. M. DDE 1,1 1 x�
21 Om(1b04r' I FABRIC 'EST. 15 TONS RIP RAP I I 5. �� CL B RIP RAPF� X
I � � EST. TONS I
33m(10P.27 & .0 " / r. 5.9 SM 108
L +58 TO 279+02 LT. I '
22.776m 74. 3-� - - Y17- PTSto.11 +46a835' " N N� O
I00 T EIP o I _ -\ CL B RIP R,l Q Sc �s �- W/ET1
- EST. 1.8 T' - ' - 1.Om BASE SFg�S W/�T •
O PDE PDE - - "- co r w' GRASSED SwALE 44/LT - I I
3N -L- POCtae 279 +42e984 tir [ . I I I� \ GR - - - - , ;, TSC S H E SEE DETAIL X y + 37.5 I 14jw / N
a 3S _ -YI7 - PIT Stall +58e788 + r o I \ , _ - - - - + 90 -- -- - rSV guy _ ,�
+ I M - -� v - - _01.71&
\ 26.593m(87 25' - s 281(49m(92.35'� I Q
° .0 ► I� & 32m(�04; 9') +39.�5 PROP.200X450 mm 1 I z
Q 33m TO 2 8� M `, I - I 4 No Ass ciATEa RB OOX450 mm E w/LT
Z 2'�7f�IP�I 1 x 5. \ L 31m(101. uND CU
sEN
I� O \ M FIOR NTH wM_ J CONC BST PROP. � _ E _ _ ILL,
ELEV = 10.0' , o �� 9 S DCI ,Y 2 H f�1 HTR W - _ _ - - -,'
r T. 40 CI D F $ E C I , W
_
LV PSH 1050 o -12-55 j I ST. 14 T S .RIP - - _ ' LT I C - R W
SEE a 1. S i 12 @ 0 _X m /\ . / +00 +35 �-ITRe,I �bW E ExIs1111 'W
� _�3 044m(88.73 27.964m �
t!�
f0so I a �� / F� - - � .' & 32m( �04.99'� (91.75) FT
2 _ P /
.' W/
W_ P,TAPEF
i
-,
CSI' F F-----T-�.� _ 50 s .8 DR __--- o .p
o
- ro 10 -_
/ 3 - - - ti
N - - - _- - 15 _ -1-
__ _ _
- - - 3 6 3.6 _ - - - -
-� /9E mm =W- _ - - wcR wry p �: ?51- - - - - - - - + r
9 -
- asr SET -==CO_tVC-7 - - llricE T 'D � a T - �V
_ I - _ - _- - - -CO
Cv M - US 19E ��07 BST N _� - - - - - - - - - -/ - - - T - T - Q Lci
° I T ��i 0 � �0' � �r � <o � 4 -
S �rn
� - �B,S� N � - O e
1ESP I _ IIo O O _- - - - - ' x N
•�� 5 mm e ' x / p
� O K
��� - - -=w =� - - - - - - Ln �' / + p --pop. 15m SIDEWAL J
-_ - - 375m �? - S0 m - - - - j - - - I N
v coo -- __ �► II N _ _- cv�
/ C v Qj PROP _ =UFiB 37 �00 - - o - - - MTLi ` ti% I O N�y ° _ -
r� o d / '� �lpE - 5 m mrr� i_ - -w- �► (,, I A ��" - PROP. 15m SIDEWALK _ - - - - - - N� W
O s - m
W n w�� w_� _ _ _---- ----- - ____--
rn
�, �.► �, m �- - �
- - _ _ -S II --- - - 1 I�
s •
_ - - -- - --_ • _ - -(T
s I I DR R _
Z
-�� - �---ll--- � �_--�----� ��Ts� ...� � �_o3ga I g .CON 5
p _ _ _ -_ - -- - _ I 4 - _C - GREG & MADELINE BRYANT I =
- -� ci �S� EXISTa
- I P 44
E _ - --�{ _ m sro ,uK I 2 �. , 20m(65. A LUTHER He U
� - � _ r ROP. /„5 -
- EW - - �' I LT
�,- / _ , w i { � D B 39 G 8
- = r \�'
V �19.4�5LAWHERN
r o p - -_ JCR
- C - -- - - E P\` DB 192 PG 33
+29 I E - - - - E ~
s�K 45 E - - - - 1 -P� E ,' D 201 °�`�� -�"_ B 151 PG 337
Q gUS • ,3t _ _ o -
22.887m 5:©9- RT I I A -
25.5m Jo 5 14- II 363 +86 +90
I 1 T / \ rr _ I /
PROP. 20 450 m 22.047 72.33 z - 6 -3 I o 20m r � W / �^ = O
ST-� °-
,� v 1
CON CUB & 23 75.46 � z ° / 45 � ��, , PROP. ppXX450 mm o:�,�
�� 0 1 p 45 (65.62) / RB y 3
+ 3 8 + 72 PROP. 200 450 mm o I `, co
u
PCStae 1I + e08 I '� G�. k b`L
2 oA s i I I + 92.640,.
25.5m(83.66') & 22.369m(73.39') N CONC CUR 32 I l
49L �I
-�8� (74.83') co I & 24m(78.74') BST i FF / / �/ / y W SSELL DAVID O
99 I 99A +21 / I ' BL-54- 1� �� 20m(65.62 ROLAND �Gs I _ __
C AH RLES & KEVT�LL�N ER +82 3. 71m(75.69') �C �w /I ��/� +87 / 9 °° 1� $� ------------/
� � n DB 363 P 130 / �� � b I
oe� / /,
, ��24m 78. 4) & DELX, IN�. � � � ; 1 I -�- � _-
' DB 263 PG 219SIP ( 83') DB 354 PG 37 / A /oo� no�•o m it /I kg� /w ,�(147 64 �17y 7-m'58.16� BERM DI[CrH,ra1 /11�1 -
� U CORDED LAT A- F
& / r // �/ lk���`. r I05 Sm(65.62
rZ�Cn�Cb n 90
b�/�� O.3 mGR i i
GF?\s�
J
\57o C1�
GR
1-1
NOTE.
cMP , ,FRAGMENTE,D' LINES I T$i'
�jl m E0
./ ARE GF UNk�NOWN
�I v
/ x ORIGIN AND
ASSUMED ABANDO
00 GH
S / DETAIL AZ
FF I 104 ' PIPE OUTLET CHANNEL
F%yF
(Not to Scale) ELOISE B BRIGGS I -L-
DB 94 � PG 413 �` NaGround turoi FxsT pNy, Natural
A i 0
Qe4"� D �x�S`�NG • 3 - M- - Grountl PI Sta 279 +24e98/
d = -- -- A = l8° 42' 28.0" (LT)
I
CHANNEL BED L = 23/e824
5 M'Vor`oble) 1 M T 116e953
0 o Length 17 ______ o = (_------- R = 7/Oe000
�s- Est = __ ___ Tons of Class RiI
SE = 0 03
-L- STA. 2 79 + 92 TO 2 79 + 98 LT
� -L- 279+05 TO 279+22 LT.
FOR CULVERT DESIGN SEE SHEETS C -I T HRU C -112
4200
5058Cr-
Q
0
rnv
N
Q
�Cw
2100
I �'
1150
25294
1365
25100 -L- US 19E
a
36387
3150
2350
4793
3565
I
6450
�- BERM
DITCH
25550
33995
2011 AST
2031 ADT
9522
FOR -L - PROFILE SEE SHEET 52
FOR -YI7- PROFILE SEE SHEET 66
FOR WCR STATIONING SEE PAVEMENT MARKING PLANS

R -2519A 1 20 1
s
-CO-
'812 i C o - -YI7 -
1
- a
1 ` PI Sta Il +24.183 P/ Sta 12 +01.059 PI Sta 12 +73.510
o I r A = /5° 50' 00.0" (RT) 0 = 24° 06' 00,0" (RT) 0 = 2° 22' 00.0" (RT)
L = 45.597 L = 60.991 L = 41.306
- I - - / T = 22.945 T = 30.953 T - 20.656
�I •10.14 ui.�o 9P
I 30 �- R = 165.000 R = 145.000 R = 1,000.000 I i • = - -- SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS
- - -BEGIN CONST . �� � F II \ -- 0 �
1I -Yl7- POTSta.lO�11 3. 00 \ I\ IIDENOTES SURFACE WATER
IMPACT - PERMANENT
-Y17-
DENOTES SURFACE WATER
II \ II e emu- +60 IMPACT - TEMPORARY T,
\ - 80
14m
(45.93') 103 I
DETAIL C-50
I LOW FLOW BENCH AT CULVERT 1 II • 1 I I r^ 06
IG ENTRANCE IX I 1 Ilw/�'\ 476 I I SITE 12 WALLACE B. EDGE -- a I •
�u� I NOT TO SCALE) F I DB 201 PG 625
��h� ( Fill I 102 ., I I m x_ v
Slope 2:1 1 I I +1L5� \\
v'
\ 1.5 IX BST 1
I /
III I39.37' I
CHA ESQ ANDOLP I FRANK FOX -- I I 8 BB +80 ( & TT 0 `�
I DBE 0 �PG 451 ��$m I DB 191 PG 260 I 1 60 C CURB
,may\\ w E N D --- 03
�, CLASS 11' 2:1 d �� I m
RIP RAP 1 // CLASSIw� C� z �Irn
I I I RIP ) zI� �Y17 - PCSta. 11 +01.239 ,
0.3m ,1­�
3.om / To.3m U) " LOW FLOW BENCHII ,' �� N
3. T +50 I`�"' SEE DIET. C-50 SHT. 2-M I \ ,
EST. 600 CU. M. DDE 1^I', , • ,
21 Om(16"4r I FABRIC S 1 TC1 S I I I 5 Y �5 TS
i
° 2 -Y17 - PT Sta.11 +46a835'
-C-rT3 RIP \
' EST. 1.8 TO S
co I I \F v ,
d\ +Ln I - -
Yl7 - P(T Stall +58.788 r - \ _ - - - - - - + 90 - -- - - - iS
M \ I = ` 0 \
I� 26.593m 87.2
& 32m 4; 9' + 39.85 CL
33m TO 2� V I
Z 2 �7p�' I I I \ L JEN - 31m 101. NO ASS CIATED
9 5°4 DlE i i ui _ � 2 ET l� ( �? PIPING uND
- = T LEV = 1O.Or>�r,- o \I O \ 4 3
5 T.40 CU D � � �� HTR �� FOR TN -
(V -12 j I / ST.14 T: �S RIP P - - _ I I
!L - SE `l� % /. S -� I _ - \ +00 +35 \Pe,l W T E
- @ 0 X m _ \��044m(88.73� 27.964m
,2
1_
-- , i - 32m(1�04.99 5')
- - -
-
e 4
- �C �_ ,q QSED 6a8 - _ -- ----- -LT EP,'TAP,EP
----
_ moo`
t o
O - - 1 F _ F 0
----- _ S
� � � -1- - -- Ote- � �-,-��B-C� `'�' 3.6 3.6 � � � � � T - T
R
1 -
+ - - .6 - --- _ -
15
��S LvE mm � -W- APOP. l5m SI z5
W T '�4 �/1- - wC -- -- C_ - - -
I
- es °°9 ��r� --�= ��VC-7 �� _ - _ - �/� ���Ic�T •0 �R��a
N �_ ► 19E io.7 BST `V - - - - - - - - - _--_ T T - - r,� o Ln
~ +
Q j2�r E °6 esr N �� p y L <D m _ _
1 ill
Q - \ � - - � + 15 mm
- _ _avLn
> - - - - - - M (1O � - -
- - - - M C;, c o 0 - - -rtr cV _ - c� �0 0
v (v
R
c
II O op is�, I = UFB 375mm 200 mrr� - - - - -W- _ - - � �O r MTL� - vv rnA°°�� - -N ,
-- -
_ < _ I� � 9 mm
Z I� -
�_ -�- t18 gag / / I 9 DR R '.CON .750
I
, 20m(65.
19. q5 m 62.50' -
00
+29 \�Kg 45 PDE E - - - - - ,3tl p. �' C Pb E E-' \D 201
Q 22.887 �:©9�' LJS RT I � 1 - /P
s 25.5m +90 �� 5 -14- •6 36 '`80 / +86 �� y
PROP.20 450 m 22.047 72.33� z v r I 3.63. - /5 20m �� W)- `x
CON CU B & 23 �75.46 ) o 45 4 (65.62') //� P. (�X450 mm oy
+38 , OS I �� CON U 9
+ 72 PROP. 200 450 mm 2 =s / PCSta. 11 + .0$ I �R
25.5m(83.66')) & I 22.369m(73.391) N ONC CUR 13249E , I 1 �W +92.640,
�8� (74.83)co/VC I & 24m(78.74') 8ST E / / /� / BL-54 / 20m(65.62' SSELL DAVID �G
-_� 99 I 99A +21 / / ' ROLAND s
+82 3. 71m 75.69') �� U " // �l/ +87 DB 363 P 130�
CHARLES & KELL�N�ER-24m 78. 4) & DELX, INF. ( ��' / 3 I 45 f�
r DB 263 PG 219 22� (483') ;DB 354 PG 37 / A o go�en m f� l' �N ��� �(147.64 �s�4�
r M DIF U CORDED LAT k F o c_ a �� // r O k /I i 17,25) ' 55 b2
m ��
,-bGF' /4
MP'- - NOTEe
C FRAGM;�NTE.D' LINES \ � TS i / ca
,Jl in /E01- -- - - `APE OFII UNKNOWN
�o r _
iT SITE
GIN ANN
9 EO ABANOo
3 �
0 G�DETAIL AZ
1
PIPE OUTLET CHANNEL
JyF ELOISE B BRIGGS d ' (Not to scale) _L _
F%' D B 9 4 �� P G 413 Noturoi Pxs pNy Natural
Ground Tj 0 Ground
O "C e4"K D 11;*" PI Sta 279 +24.981
• �� d = -- -- A = /8° 42' 28.0" (LT)
CHANNEL BED L = 23/e824
o \o Length = __5 M'VorloDlel o - -'- "'---- T = 116.955
�\
' ➢s Est = __17 --- Tons of Class __1_ RipRap /
0.000
� -L- STA. 2 79 + 92 TO 2 79 + 98 LT SE = 0.03
E T. 5 N R P RAP
33m(10�.27 &I �1
22.776m 74. 3') -L- +58 TO 279+02 LT.
Ol00 T�EIP I
PDE PDE R
-L - POC�ta. 279 +42.984
S,- s NEB
����� s� , ��1
_- ----- �s
s X
v
IMF.$INS
.9 SM , w/LT I 108
- 1.Om BASE X �SvBus WT/�_ i
' GRASSED SWAL
SEE DETAIL 'X'
SHEET 2-L , +37.5 IOW/LT
FENS ' &
31m( I O
28,149 �92 35')
PROP.20OX450 mm 1 z
450 mm E W/LT
CONC CURB PROP.200X
BST �� CI I R E U.,
W
EXISTING - � � i i
W/LT W
\ B T o` V)
I
- - - - ter- o
10.8 DR _---- �,
---- Ln
_ N 00
o N w - > CC, �; - CV
_ - _ -
V71
o
-
--
C\ `cbi
- OP. 15m SS ALK J
- -PROP. 15m SIDEWALK - - - - W
s
GREG & MADELINE BRYANT I
LUTHER-- H.
P -, DB 139 PG 448 - - -- I
LAWHER
;E �r \ DB 192 PG_ 33
ti - _"- - aB 151 PG 337
\ C
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ENTRANCE AND,, OUTLET /
(NOT TO SCALE) /
1 \
2:1
CLASS 'I' \ \
RIP RAP 1 \
0.3m
0.15m
-�Om
-L- 279+05 TO 279+22 LT.
BE
DlR
FOR -L- PROFILE SEE SHEET 52
FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112 * FOR -Y/7- PROFILE SEE SHEET 66
FOR WCR STATIONING SEE PAVEMENT MARKING PLANS

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- 65.000 - -
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BEGIN CONST. 17- v �
-Y17 - POT Sto. /0 1 3. 00 + 40
j 17m \ \ �t
I IIx (55.77) \ \ -Y17-
I I A +60
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I- SEE DET. C-50 SHT. 2-M I I I rn 9.144m 4 0' S '(3d7Y17- ,
I EST. 600 CU. M. I
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I CHARLES RANDOLPH FRANK FOX � I I+80 (39.37 & TTER 0
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1 F.F. = 140 SQ M �-
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' + �� F.F.5.9 SM
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SEE SHEET 2-N EST. 14 TO S CLASS ' ' IP RAP C RB CUT __ -
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= PROP.20 4 0- m 22.047 72.33 - I `363. 18.938m20m W/ 18.135m I (1��oqCON CU B &23�75.46'�° �`5-I -45 65.62' ' �� `�' PROP. 450 mm °00 L p0+38 +72 �� PROP.200 50 mm + 1 .497 0 4 D' / �OS �coN u�� � � 9 �� � 1ti' �B
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2100
850
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1365
25100 -L - US 19E
a
36387
3150 +
2350
4793
3565
25550
33995
2011 ADT
2031 ADT
FOR -L- PROFILE SEE SHEET 52
FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112 * FOR -Y17- PROF/LE SEE SHEET 66
FOR WCR STATIONING SEE PAVEMENT MARKING PLANS

A=4*A
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Michael Ellison, Director
Governor Ecosystem Enhancement Program
November 4, 2014
Mr. Richard W. Hancock, P.E.
Manager, Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Hancock:
Subject: EEP Mitigation Acceptance Letter:
John E. Skvarla, III
Secretary
R-2518A / B and R-2519A, US 19 Improvements, Madison and Yancey Counties
References: USAGE 404 Individual Permit issued April 17, 2008 (USACE Action ID 2007-
02197-357/300) and Modified Individual Permit issued on January 6, 2010
NCDWR 401 Water Quality Certification issued March 17, 2008 (NCDWQ Project
ID 2007-1134) and Modified 401 WQC issued on December 11, 2009
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the additional stream mitigation for the subject project. Based on the information supplied by you on
October 22, 2014, the additional impacts are located in CU 06010108 of the French Broad River Basin in the
Northern Mountains (NM) Eco-Region, and are as follows:
Table 1 — Additional Impacts
French Broad
06010108
Stream
Wetlands
Buffer (Sq. Ft.)
Riparia
Non-
Coastal
Zone 1
Zone 2
NM
Cold
Cool
Warm
n
Riparian
Marsh
(3:1)
(1.5:1)
Impacts (feet/acres)
271.0
0
0
0
0
0
0
0
EEP has previously received the original and modified 404 Individual permits and 401 water quality
certifications for this project and debits for all required stream and wetland mitigation from those
authorizations are complete.
Table 2 — Total Revised Impacts for TIP R-2518A / B / R-2519A (French Broad 06010105 / 06010108)
Permitted
Mitigation Required
Additional Impact
Revised Total
Impact Type
Impacts
under Original Permit
(for approval)
Impacts
(feet / acre)
(Credits)
Stream
3,082.0
6,152.0
271.0
3.353.0
Riparian Wetland
0.63
0.63
0
0.63
Non -Riparian
Wetland
0.31
0.31
0
0.31
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity1 Affirmative Action Employer - Made in part by recycled paper

Mr. Hancock
TIP R-2518A / B / R-2519A Additional 2
November 4, 2014
Page Two
This mitigation acceptance letter replaces the mitigation acceptance letter issued on October 22
and June 26, 2007 and November 3, 2009. This impact and associated mitigation need were not projected by
the NCDOT in the 2014 impact data. EEP will commit to implement sufficient compensatory stream
mitigation credits to offset the additional impacts associated with this project as determined by the regulatory
agencies using the delivery timeline listed in Section F.3.c.iii of the N.C. Department of Environment and
Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. If the
above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and
a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-
707-8420.
Sincerely,
Jesset
ment Manager
Cc:Ms. Lori Beckwith, USACE — Asheville Regulatory Field Office
Mr. Kevin Barrett, NC Division of Water Resources
File: R-2518A / B / R-2519A Additional 2

SITE Y
SITE 3
SITE 4
CULVRET EXTENSION
AT PENSACOLA ROAD
SITE 12
1373�
Begin Project -�
1437
- SITE 61.
1455 _-/
lE
SITE
SITE 8
I
1115
11
1369
1371 1436
SITE 17 >�
ITE 6
1369 E.
1374
1428 1428 SITE
1375
Burnsville
138 113�-
197
SITE 9
f
SITE 10
SITE 14
SITE 15
197
SITE 16
NORTH CAROLINA
SITE 18
SITE 19
SITE YO
14 7 End Project
SITE Yl SITE 25 1307
SITE 27 SITE 30 �308
l 14 7 Win i n o SITE 31
1327 SITE 32
lzao , SITE 33
1 W19 SITE 3I ` S 36
9
114p
SITE YY
1143 ///• 1145 19
SITE 23
SITE 24 144 SITE Yq 186 E 1197
I 1141 Micaville J SITE Y8 SITE 37 �
SITE 26P 1146
SITE Y6
1142 SITE 35 - 80
VICINITY
CD®T
DIVISION OF HIGHWAYS
YANCEY COUNTY
PROJECT: WRS 35609.1.1 (R-2519A)
US 19 E EAST OF SR 1336
(JACKS CREEK ROAD) TO
SR 1186 (OLD US 19)
SHEET OF