20121101 Ver 1_Application_20121206

o ,a 5fA7F,�
S FATC OF NORTH CAROLINA
D � `
C` t .
3 d�
DEPAR I'MENT OF TRANSPORTATION
Beverly Eaves Purdue Gene Conti
Govl ItNoi< SECRE I ARY
Novembei 29 2012
U S Army Coips of Engmeeis
Regulatory Field Office
Post 01fice Boy 1000
Washington, N C 27889 -1000
Attention Bill Biddleconie
1, 21 1 0 4
0,
Subject Request for a NW 3 Permit and DWQ 401 for the replacement of Low Impact Bridge # 105 over
Cutawhiskie Cieek on SR 1 141 (Menola St Johns Rd) in Hertford County WBS # 17BP 1 R 17
T he North Carolina Depainnent of Transportation is requesting the issuance of NW 3 permit
and corresponding DWQ certification for the replacement of Low Impact Bridge # 105 in Hertford County
The biidge is located on SR 1 141 appiorimately 1 4 mile north ofthe intersection with NC 561 The bridge
spans Cutawhiskie Cieek which is classified by DWQ as class "C, NSW" waters Bridge # 105 is currently
a 5 -span wood and concrete structure with a concrete deck that is 112 ft long by 28 ft wide This structure
will be entiiel r removed using NCDOT s BMP s and guidelines for bridge removal The proposed bridge
will be replaced on its existing alignment The new bridge structure will be a 3 -span 120 in length by 30'
wide bi id-. With Pie,ast weed slab conciete deck concrete piles and end bents Jurisdictional wetland and
surface water impacts have been avoided and minimized, resulting in 0 027 acres of permanent wetland
impact and 0 018 accts oftenipoiaiy wetland impact Temporary wetland impacts are resulting from hand
clearing 5 feet bevond the fill slope points These areas will be allowed to revert back to vegetated wetland
status The old approach fill will be lowered in elevations around the end bents to snatch the floodplain
This will rc',ult in appiummately 0 010 acres of restored floodplain An off -site detour will be utilized
durin g conSiruction A public water line and telephone will need to be relocated to avoid conflicts with the
new biidge structure and ivadwav The water line and phone line will be bored under the creek bed, and
relocated along the iu id shoulder as shown on the permit drawings The utility relocations will have no
impact on Jul r�dittional wetlands of sir face waters This bridge is following the Low Impact Bridge
Process establisher) by FHWA NCDO F and Regulatory Agencies
lnthidtcl \kith this letter are the location map, permit drawings, and Low Impact Data Sheet If you
have qucstrolis pltas., call me at (252) 482 -7977
Sincerely,
Jerry Jennings
Division One Engineer
Clay Willis
Division One Env iron mpfffal
Officer
Cc Gan y Ward DWQ
Soma Cai i illo D\k Q

NORTH CAROLINA
�
HERTFORD meI
COUNTY
Ik
LJ R
4RTFORD COUNT Y Z
BRIDG
N0, 450105 � r
ti
�y J
kr���
�>
2000 1000 Q 2000 4000 N V D®T
USGS UNION, NC 7.5' OUADRANGLE (2010) DIVISION OF HIGHWAYS
HERTFORD COUNTY
PROJECT -17EP- 1.817 (SF- 450106)
VICINITY MAP REPLACEMENT OF BRIDGE NO 410105 ON SR1141 OVER
CUTAWHISEHE CREEK
I I SHEET OF 10/31/121

Bridge # 105 on SR 1141
Hertford County
Quadname Union
l � �. ,� '� �� I, rJ I y�X 'fit" � - ✓, � 1 L
Bridge # 105
rti� 5 Lat ;�3G 3257-
Long 47- 879
7/° 1
-J
L
N'7r
I � '
1
0 05 1 2 Miles
I i i i I I i i I

LowlMlnimal Impact Bridge Project Data Sheet
a12312012
TIP NO
SF450105
WBS
17SP 1 R 17
County
Hertford
Bridge Number
105
Description
Bridge is 112 R long X 28 R wide the substructure consist of 2 end bents and 4 interior bent. constructed of woodfconcrete
caps and piles with a concrete rail Th. bridge deck Is a reinforced concrete structure It currently is no posted at any wleght
LmIL Prejeet proposes to replace the bridge on existing allgnmant
Stream
Basin
Chowan Basin 8 digit huccde 03010204
Classdicatlon
Class C-NSW
SIN
DWO Index 725-4-l-8 Cutawhlsklo Swamp
Type
warm Iintend
Size
Within file prulect area the stream vanes in width from 15-25 feet and depth 24 feet
Existing Structure
Type
woodfconcrote piles and caps with concrete girders which support a concrete deck and rail
Size
2 span bridge which Is 50 feet long by 26 feet in width
Suff Rating
Bridge has a sufficiency rating of 19
Proposed Structure
Type
Precast concrete bridge on steel or concrete pile
SIZC
3 span bridge that Is 120 ft long X 331L wide
Stream
USAGE Impacts (LF)
COE Jurisdictional Stream Present, do to bridging there should be no stream Impacts
Non 404 Impacts (LF)
net applicable
Wetlands
USAGE Impacts (AC)
wetland impacts will be withm the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
not applicable
CAMA Impacts (AC)
There are no CAMA jurisdictional wellands within the project area
NC DWO Buffers
Impacts (SF)
Project is not within a Buffer Basin therefore Buffer rules do not apply
Buffer Application Required 1>40 R) (YIN)
not applicable
NC DWO StormlNater Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yin)
No habitat present for Red.Cockaded Woodpecker(E)
Species Present
No Habitat Present
Bio Conclusion
No effect
Moratorium
Type
No Anadramous Fisheries Moratorium required
Dates
not applicable,
Trout Waters
Native/Hatchery
not applicable
Trout Species Present
not applicable
Trout Conditions (YIN)
not applicable
WRC Reviewer
net applicable
CAMA
AECs
Division of Coastal Management claims this water body as Public: Trust Waters
Essential Fish
Habitat (yin)
No
Nay
Opening
approximately 10 feet in width and 6 real from water surface to bridge structure
USCG
Permit
Nona
Histeric
Properties
No further historic survey required
Archaeological
Resources
No further archaeology survey required
Tribal
Lands
None
4(f)
Resources
None
6(f) [LWCF]
Resources
Norm
Wild and
Scenic River
None
Forest Service
Lands
None
TVA
Area
None
FEMA
Buyout
FEMA
Flood Study
USTs
Haz Mats
Relocatees
None
Location
LAT
39 .325799
LONG
77 087681
Project Comments
in
Completed by
- Lead Engineer
Division Environmental Officer
a12312012

REVISIONS
10/3v2012
000£'
' COr�� VfVfVfVf
r'mZx x oowooao
�mZo o llA� ' co I oo�'O G�G�C)0
�ZZ(7O I y mr�7 mr rnr0 -n -n
2(/1 h r0 m 00M70
No D��mm g m I � z C� �z -0o 00 - r-
C7 ° -If7° O t+D I f N ,°n t� I rl I N , m - m Z o
L< m -+
�Dp DO z �Dp> OQ`1 -I I dam Ivrr -� + +DD
DM-1 p�-1 � -• oz M-1 I L -Z r Zm ww ++
m m � c I v +� - -ICnmz
mz(A a�N W � n O D —= �►-oo
Z N y -u O Zr- I I
�Zm �zm -n m w 0 0 O�m �-�77
_ _ V1 -�
��� K *v r °m0 c c6rr -N 11+00 -rim
a �"' r EX. EX.
>r^ a-im .. oD �_ a
O r m Cdr y Z m_0 C .rte - -1
O I'q Z
° -4 �v2 N D .02 .02
= a f No � n $ /
Z z D a m 7m0 D ' CO
° ° Z z — Oro r m pb
O r m G7aq
Z O (n N Z
m N~ m D 0 o�
CD2 N co O �NO� -
d I n LAI a ��z
~M � 2 _,c)m0 T
N O z TI -1 m a r °'� F
O D O �7 O m 0 x n O DD ro D
r co Z
m m a N� D M O N m SC�Xr-> M O
M
r Q
N v<_ m 3 m N Ln zZxonx n
U' W m m D a m o Z D Vl m N rmo m +
Z '< W n K m m O Z D N' W m�0O7 N 00 o Z
a M O W Z p O N �? t c� �` DM m2 to if Z LA �,
M z m -i m N Z� OO ��j p �OL�Z =
G7 �7 D a Z7 r O Z �7 r C z��m 0 IO C N
m = =�Z: D z Doc o
C-) N m o r < ��� -� W���o� T
D C) N r D x � m I m a �o �� y w
mm m �_ O o °a r n-i v+ rn
c� m vNi o c' -+ -� n o9 ^X�= Ci
Z z N m =�U' IS 15- W �; T
nm� m m z m r
a Z = z ��33t1� -- �'
z° W oo z `�' 3I�SIHMd1l1� ° I — ��`��`
g54 �� T
w 62J3 C .14
5 42 N W
5 49'55 36 W
?' D
10 -6 10 -6
-{ m _ m I LANE LANE oo D
=p vim =pvimr ��_ LA
OZr�Z�r�� �Z >� z N
mn�omn�� Io 7v� m X
(AD fib
v u, m -i ce o' 13+00 T
wTi >lrj7zC� mo D� � � m 00 >< rr-) pli r)
Lnnm�CCw�2 O `"C) w0 r 3 u,zo '-� r^
OD O o,zz G)� z
o�oxx�wo z �rO rQ °Q $ m �,,,C) a �ACnI m
IvD —
-mm 2 C) Cl) v C)MM ::C- (A W
o m m D < (n �,D �N N x OImz m p h A
M -O mm D v 1 W z� r- = o. o
M x
co + v+ w rn
R
n 1 II II
/ C w o` D
n
o�
C1200 5'�C T rn I' r.> p p� ��tj -N.1 NO t
C O p� y x ��TTiii77 /� � Ln m W pN,
m II JIM TNnN I C ' -nN� -� ro O
�-i7� A D��O C °
Cl m N-n m��� 02 .02 m I n ` 1
Vi � O wN % I ���OZ frn 0 <oo c
=T rn n -0 W X m11 II
M -� I ; u A o
m _ �„ I EX. � o I4+00 Ih W
o
� o 10 „
© rW U I 00 OVI-n I
- �2N
0 O n r-Z�m DMom
O C
70 CA ' �O �o + r m
\_ to Dr m I m � �NZm
T m i fZr1° mrm I 16 �D S z
ZO + � L'i 8M Z
Uj n D d��Zm OOD O ni �( UI�(m/1 mm r
Ewa= m m n, `� rr x 21 Z
D N � r- m (A m o p -1-ai .e ° °
OnN ADZ � O
�N Z
Z �o V Z �r 90
C') a, -1z + Z> z$ IT
o °o I 09 A X
In �
—I --1
m m
N —
w � �r `�
00 O yr fr1
Z— �
Nz �
D
Z
C7 �
lJ� U1
>>m �
(/1 Ln Zp� Ci
N
C7
F-
N
�
�
DZ�
�
�
Zp�
�l
�

10/31/2012
N
(n
m
;o m z
K a o
-I
-1
Z Z m
C);0--1
Ern
m
m
DC-)(A
cn
N
-
m
oo
NZm-u
Omp
EA
rn D
Ln
W
m
-r�,
m -n
---lr
C7rn
-4D;o
00
o
nr
m
n-n
XNm
+Nm
-i
_
_
-I
r
OZ
Ln
D
z
p
W
w
N
C)
m =�
Ln
Ln
y Z
I
V1
N
Zp,D
n
0
o, r
G7
�
N
N O
=
-I
m
C)
N
�.O
r �
M =m
DZm
N
Zp�
TI
C-)
�\
�I
m r m
rnr-rn
m
;o m z
K a o
-Xrnz
-0n0
z
0
Z Z m
C);0--1
Ern
m
m c) N
DC-)(A
cn
-4 z m
�Zm
m
oo
NZm-u
Omp
EA
rn D
D�
Z1N 22
D<
nr-Z
m
C7rn
-4D;o
z
-I D Z
-'
z0�
m
vz
XNm
+Nm
-i
_
_
-I
r
Z
O
Z
O
D
O
�o
--I (/1
.-
-D O Z m -0 m �
O1 r= N V1 O -0 9 N
m m D � n x 0 zq
0 O < m K m 0 --1 r
o°DmM>bmpzz .
z - <or, mm o
=
D D� Z z O O N
rzm�oovim r-
-n
Z O� D -� r 0 0 C)
c��>�moZZ
m= N 0 C) m � Z
C) m _ <
�l > O LA r 0 D O
O (A � N 0 � Z
r 6 m LA z m
n 0 0 m m m �
-I z
n V1 2 D r
oWOO
N C
--I
=O_Im=O -im-
Ozr_70OzFz _
mD�-nM>�c0
C) O C1 X
N -i mzx -r3 I-I -<z
Ocn mCm
v�g�vOrZM
wA>OwompT.V�
OD033mz1P 00 z
�'
coDr Z
O� -I
C)0Z��Cm
m i m -0
M O
m
= m
m
v
0�!
11 _
Z
m
O
O
O
O
m
O
C'7
r
m
D
z
w
0
CR
C
W
r
0 C7
C
N
LA
o �
m
Ln
m
z m s L
D rr�> 0 =cdFm m
Ol nmr ->
>Z
Ul Z("')DZDD
(n m w mmo
>X Nr FFlCD 00
N ZD ~��
Ln
�C) � \
\70
F- C 73
n
D O � ,
/
C)M� ✓
om
pZ u /
= i tn-
M
m
i M )
I) l&
1 Wr--q-0
-
rmZx;o
r
I c)rTimo
r II II
cnz_Z-0
°rnmo
D
Irl
memo �
II A00
0 1 DV1
Tr- N
O0
oo
NZm-u
LD
EA
rnm
m
D \ 1
Z1N 22
D<
W
I
oo �! z
70
-IDzm
O-I<
O
-4
XNm
+Nm
-i
N
F-
m
W
0 0
co (D
x
o
`^
�o
--I (/1
O D
+
/40 o
I
w
m�O
-o
0n
0
o, r
N
N O
=
-I
m
O
z
-
z m s L
D rr�> 0 =cdFm m
Ol nmr ->
>Z
Ul Z("')DZDD
(n m w mmo
>X Nr FFlCD 00
N ZD ~��
Ln
�C) � \
\70
F- C 73
n
D O � ,
/
C)M� ✓
om
pZ u /
= i tn-
M
m
i M )
I) l&
z5p
Lm
-
rz
r
10
r II II
N n
°rnmo
D
Irl
W O
II A00
N (7
mr \_00
oo
NZm-u
�D
�� \. N
r
rnm
m
D \ 1
Z1N 22
D<
W
z5p
'WOE
-
rZ]>X
r
r<oo
r II II
I W�-0
rmm�
z
XZ
m r
EiLA7CA
II A00
--j -u Z
mLnW-
oo
NZm-u
4
i
-O
NNw
��n
m' O
Z1N 22
D<
•o Vt T
W N
I
oo �! z
70
X.
O-I<
I
1 rrl g -v
'WOE
-
rZ]>X
r
���
m
m
I W�-0
rmm�
z
XZ
m r
I G7 r O
DrZQ
--j -u Z
<�
oo
NZm-u
rm
m n
Z 1 m-1
m' O
I
m IZm
-��-
-00�0
X.
O-I<
I
-4
XNm
+Nm
-i
+r-r-
arm
(A
oI
O
ODN
--I cn
--4D/
o
`^
�o
--I (/1
z
+
/40 o
I
D Z r
EX. EX.
02 .02
-Q
y
�O
1
r`
�rn 1
z
O
b
OI
N
0
4 I /^
LANE L
0
A
0
0
rn
c
b
� r
r
'WOE
-
13+00
r
���
m
m
I W�-0
rmm�
z
Z' m ' G7
m r
I G7 r O
m
r
--j -u Z
<�
oo
NZm-u
m n
00 O
- O
�1v� -
7
a^'
x�m
-mZO
-00�0
Ln_
"Z-=
+rm
N
n
-IDm
+Nm
-i
' r�
mmZ
Z
rr
r
m z
cnz
+
--I (/1
w Sp
O
z
D Z r
0 m
' 11 f00
LTI r-
�\
i�
zz r
� r
r
m
-
13+00
r
2
m
r
m °<
z
N
N Z
Q°
m
r
DD
°0
�z0
_ p�M -0 m
mq / � -�
- � X
00 O
- O
�1v� -
c�
4 Cn7
0C)mO
-00�0
Ln_
"Z-=
N
n
ANTI
�
+Nm
-i
co
mmZ
� r
r
3 In
- v /2
13+00
c/
2
m
r
m °<
z
y��0
'
T /
Q_
m
r
-�
CP -
�z0
_ p�M -0 m
mq / � -�
- � X
3 In
�1
1m�m
rzmm 14+00
13+00
c/
II
m
r
m °<
L" O
y��0
'
�!z
0
�z0
r)
rm�m0
a
c�
�N
-00�0
X
"Z-=
070m
+Nm
-i
X
mmZ
rr
cnz
w Sp
�1
1m�m
rzmm 14+00
^
c/
m�W-+ a
N
1
L" O
y��0
'
�!z
r Z O
r)
Ki
0
0
O
V)
rF1 m
0D-a Z m
fl
n
mg l W
m=O-
v
< to O
� m
II II � N
�O +
II/
(A (A (N V1
W CUP wW
06)00
- I�TITI
0030
DD
w °w ++
oo
O,
r-
j
m
Z
v
C
D
C)
/ X
1�J Qj
\ °oj D
N
M
F<8< A
0
r
II AO
v, w
N T
-n
•oNN I
N
Z
a
sF z
�z A
z>
H p
0
1m�m
rzmm 14+00
I r 0
L" O
D>Mom
r Z O
zIM
r-o
+
c�
�N
Z
"Z-=
+Nm
-i
X
W N
>V)
rr
� D
0
z
II/
(A (A (N V1
W CUP wW
06)00
- I�TITI
0030
DD
w °w ++
oo
O,
r-
j
m
Z
v
C
D
C)
/ X
1�J Qj
\ °oj D
N
M
F<8< A
0
r
II AO
v, w
N T
-n
•oNN I
N
Z
a
sF z
�z A
z>
H p
0

__�
zr�
C) II II
G�
�O
r --o
II II
UIC)
.o
zr�
A
� O
N O
°o
p
�
� �-
=tn�vtl��l0
2 , a
II n Y/ • O
�„I
T
�P
�
II
LC
I
'
tv It
N o0
'0
n O LrI
0
A
rr
M
�
Pv
�
�
I
II
�z
+
O G)
®
"'00z
�I
o�
T�lz�
11
I
I
��
v
m
VQm
i
W (ntN�41C.dVlV
®
I
rr
11
I
i-
stn i
I
S q
I
Z
mm
I
0A
r >?
D
D
~ V1 V1 S A W
O
m�
I
I
i
I �;
O m(ow
= r- V M
+ D
�
'
rr
II N !DG_)
4p
m
[f
NO r)
+
Oo 0 w-Z
�I O
r
a Z 0'+
r.+
I'
q
I
w0^A
N
CA
N
O
I
I
I
I
OD
` O G1
m
c
N
-[0'1
5i
�
I
�I
IQ
+
Dli p���+yyona
G1 p 1 O ti m ^� m 7 Z D Z O 0
j?�m NZn
7v
z n o n
V; G� m m
W
Z
Ni Z m A N Z r
Z =�Dw �i��°°
�
I
I
T� IJ1 W T
�"'
-
v' NmmD S jNZQO Lo"
Q Z
1
�_
8
S a co r '� S r" m
min
I
QNZo mZ
I
I
QmZ�s OQmOp r
��n�p0 ZNmmZN� r N
I
I
I
I I
I
mpp
�mQmOZ 3mn0-nDm Q +
V
Zg;4ct
K3Ln070
NNV�O
rl
�
I
I
Z Z H
v
� v
<vv
-a
AOm
W
T
Z m2 viO
Dn
I
I
O�
D
m
�
Z o - Z p O
C) ;:o U) ADM
Ln
(�
G) Z AZ0
I
m ;O rn
T
13 z
O DD
W
I
O °
°n
CA
M O
Il
1
G) �A
1
II,
'0
m N W
Z
wn�
II
WiT'
10
I
I
-1
rr
m
M m C Ln
0
I
Z
"
O
O
Z C" t; W C Ln ii
W W a
14 m
I
I
O
ol
W J p
CA
C+ m
4
ri N
C
0 i Z
O
oW
O
O z i� d `� A D�
"
�z� 0x + —A +�
I
;�
° �Q
o �coZ
M�z
C
I
rrrr�� D
C v
Z -mX
m
m
w
I
II Gl
`
�z
+
Ln
O CrJ
A
O
G)
w 0 a
m
1
ro +
W O
m �
m
rr O
N 00
,p
w
__�
zr�
C) II II
G�
�O
r --o
II II
UIC)
.o
zr�
A
� O
N O
°o

rri -0
(7 II II
U
03 O
�O
n II 11
�
�
Qn O
,O
>r�
� II II
� 00
NO
O
ct
O ��Cj �* "TllD �
C +
O
p
p
PIN�g
^L`Q =cn�cn��o
:t MCI
Z' II 11 y�2G�j P'�
11 all u�
p
I
;
Z'
�
P
I
® +
1�
m
cn
ao
m
r
11
C7 Vl
n
Z
O
�m�N
o�
0
m��
D
v
m
m
i
m
�
+
r
II
I I C�
VlJ1lN�CNCNn1N O r m
I
Npvb1� O D I Z
C N
D
H�
(I/1(A ~V1 D
--IQ
3:;u
T m
�jm °
I
I
D���
�°
+ Z
I
r�*+Iv,
I
m y =
11 11 pOn
-Z i°
cl
X ^�
0�
,� D G1
+
T
r�l
m
2
y
�
w O m C)
l
O
N°
N
z -z
N
n
r
D
mZ
I
Ln 0� +
� �ot"
WD`v
I
°off
O
D
l
m
N
�
�
+
p==�vDnD I A
G1Q?�Oi pmm Z V D Z 0
Z {�Zm
i/
3v 0 RTE'T 2
rn -1 Z 1 Z u' Z m
/
I
I
(�w
-Im
2
-���� v�
I x
�Nm
�� v� � N
3p-�,
D w S m: 6 2 Z p
I
I
r � 0 _
ONZG%
I
I
/
`
�I
I� mvm0 Z�� �mm0 Z '�
vH mmz ►v
I
O
I
I
m�
7oNm M�
T
mOu Z �mZ V nom Q
+
M,6289ZQ
�li���l
—r-
Z69
Z(�A�A30o
ZZ N
'M
NNO0
�m
n m0 QZN NDm �
°mom'_ �°-i O
7O
I
I�
IK/If
IIIIV
1WN
II
m�
I
I
ool 1 Omr)
14 vm
��rnOm D mvi0O
�
rn
-n 0 D D '- r^ nm
m
Z
I
I
S O W Z S S T
�mmQZQ N m 1Zz>
I
I Q
n� n
1
`
z
I I
I
I
N
IOo -N"D D Z ADZ o
N N +
m(�jr' -I
m m
o m Zs'^ O
��^GW
1 '��
[ o
Ie
�o =o
III
(!1
m sn ca G�
m
0
II �r' m
CiI018
I
M' I
I
rm- N
r-
III�1 \
I
< Z D
C0 w m
m
I
N
II - ra
C17 .sd + z
v w w0,
Ln
u �
Ir V) O I I m
I
w
22 N ^� O
N Q Z
=
`Ln r-
0 V `1 Z c.I z
'TJ o W n D 1
--
Q
A
m O
Cs7 cn
CA z b C b
ur�
C + �°
�z _ 5
+o
I
pd o V O® p
O Z
��Z
►- W z
,.,j
rr
m
I
+G7
lT7 Om�
CA
woo
�+ Z
-110
N
O
�
Fn
v m
W
�
�
p
f+
rri -0
(7 II II
U
03 O
�O
n II 11
�
�
Qn O
,O
>r�
� II II
� 00
NO
O