20120359 Ver 1_Application_20120411

Vk
BEVERLY PURDUE
GOVERNOR
N C Division of Water Quality
Winston Salem Regional Office
585 Waughtown St
Winston Salem, NC 27107
Attention Ms Amy Euhss
'pr
ij.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P O Box 25201 Raleigh NC 27611 5202
PHONE [phone]
April 2012
120 5 10
0�
App, O�
dl
� S V4
EUGENE CONTI JR
SECRETARY
Subject Buffer Authorization for the replacement of Bridge #231 over North Prong Stmkmg
Quarter Creek on SR 1005 in Guilford County WBS 45353 3 6
Dear Ms Euliss
The North Carolina Department of Transportation is scheduled to replace Bridge #231 with a new longer
bridge at the same location Because the project is within the Jordan Lake Watershed, a buffer
authorization is required I am requesting review through the Low Impact Bridge Replacement Process I
have included the Attachment L with a protect description and a set of the project plans Please review this
protect for authorization by your Division
We would like to begin construction as soon as possible If further information is required please contact
Jerry Parker at [phone] Your early review and consideration will be appreciated
Sincerely
6 -M -nv I
M Mills P E
Division Engineer Division 7
Enclosures
cc Jerry A Parker Division Environmental Supervisor
Thomas Brown US Army Corps of Engineers
Tun Powers NCDOT
NCDENR DWQ Wetlands /401 Unit Raleigh, NC
Barry Harrington Roadside Environmental Field Operations Engineer
1584 YANCEYVILLE STREET GREENSBORO NC 27415
PHoNE [phone] FAx [phone]

S
HCDEN R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
Attachment L Low Impact Bridge Replacement Process
Low Impact Bridge Project No BD -5107E County - Guilford
Badge No 231 over North Prong Stinking Quarter Creek WBS Element Number
4535336
This project is subject to the Low Impact Bridge Process as agreed to on October 6
2009 This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA for Low Impact Bridge Replacements This project
meets the standards of NCDOT s Minimum Criteria Rules
Date Apnl 4, 2012
Applicant Name NCDOT
Applicant Address 1584 Yancevville Street
Greensboro, NC 27415
Primary Contact for Project Jerry A Parker
Phone No 336 256 2063
Is this an after -the fact application Yes X No
River Basin Cape Fear
Stream Classification WS-V, NSW
Regulatory Authorization Options for this Activity
Federal USACE Nationwide General Permit 3 — Maintenance
State General Water Quality Certification #3883 and/or Buffer Authonzation
Local None
Project Description — The project consists of replacing Bridge #231 over North Prong Stinking
Quarter Creek on SR 1005 (Alamance Church Rd) and improving roadway approaches The
existing 89 7 X 23 4 bridge is structurally deficient and will be replaced with a new 132 5 X 33
badge at the same location An off -site detour will be utilized during construction Total project
length is 545 ft The project will impact 70 sf of Zone 2 for standard grass swale Slope
protection will involve 1060 sf of impacts in Zone 1 and 325 sf in Zone 2 Area disturbed for
driveway construction will involve 1 725 sf in zone 1 and 1 050 sf in Zone 2 Total buffer impacts
Transportation Permitting Unit One
1650 Mail Service Center Raleigh North Carolina 27699 1650 NorthCarolina
Location 2321 Crabtree Blvd Raleigh North Carolina 27604 y+
Phone [phone] \ FAX [phone] atu` all
Internet http //h2o enr state nc us /ncwetiands/

i
for Zone 1 will be 2 785 sf and for Zone 2 will be 1 445 sf Therefore a buffer authorization is
being requested There will 38 linear feet of temporary stream impacts A stormwater
management plan is also attached
Signature 7n —�W� YPC--�-
Print Name J M Mills, P E
Title Division Engineer, Division 7

Il
STORMWATER MANAGEMENT PLAN
Project 45353 3 6, TIP# BD 5107E
Guilford County
Project Engineer Jimmy L Terry PE
Roadway Description
This project consists of replacing Bridge #400231 over North Prong Stinking Quarter Creek on
SR 1005 and improving the roadway bridge approaches The existing 89 7 x 23 4 bridge is
structurally deficient and will be replaced with a new 132 5 x 33' bridge at the same location
An off site detour will be utilized during construction Total project length is 545 linear feet
The existing roadway travel lane width will remain the same and a paved shoulder (varies 2' to
4') will be added on both sides of the travel way Due to the paved shoulders and proposed
structure, the impervious surface area will be increased by approximately 0 10 acres The project
drainage consists of one drop inlet and cross pipe near station 18 +90 +/- as well as a standard
grass swale replacing an existing 12' RCP in the northeast quadrant of the bridge Due to the
need for guardrail protection along the south approach an existing driveway had to be relocated
This relocation requires additional fill and a replacement of an existing 36 drive pipe
Environmental Description
This project is located in the Cape Fear River Basin and is subject to the Jordan Lake Buffer
Rules North Prong Stinking Quarter Creek is classified as a WS V NSW stream at this
location
Best Management Practices and Mayor Structures
The primary goal for Best Management Practices (BMPs) is to prevent degradation of the state s
surface waters by the location, construction and operation of the highway system BMPs are
activities practices and procedures taken to prevent or reduce stormwater pollution Due to the
existing topography limited right of way, and existing drainage patterns, there is not a suitable
location for structural BMP
H Required Items Checklist
The proposed structure is a 132 5' long three span 21" cored slab bridge with spill through
abutments Approximately 545 linear feet of roadway is being widened including the bridge
a Minimized to the extent hydraulically possible
b The grade on the bridge carries the runoff to the northwest side A single inlet is
proposed to pick up the runoff on west side of the road at —L Sta 18 +90 +/ The
inlet will discharge as far away from North Prong Stinking Quarter Creek buffers as
reasonably possible on the east side Being able to outlet at this location and

eliminating the existing 12 drive pipe and replacing with a grass swale allowed
approximately 40 linear feet of grass swale between the outlet and Buffer Zone 2
The total discharge from the proposed inlet is 0 6 cfs (Q10) This number assumes
that the deck drains are clogged 100% for design purposes Deck drain slots through
the proposed bridge rail will be required at this site along the west side of the
proposed structure A Class II Rip Rap pad will be placed along the outfalls of the
deck drains to eliminate scouring potential
c We saw no benefit to install additional BMP's at this site Due to the existing ditch
along the east side and the large drainage area from offsite, a preformed scour hole
would not work at this site The outlet from the drop inlet was placed as far as
possible without unpacting the need for additional guardrail The grass swale will be
constructed with 3 1 slopes and vegetated according to the latest BMP design
guidelines The roadway fill slopes will be vegetated using the latest seeding
requirements under NCG- 010000 General Construction Permit effective August 3,
2011 All appropriate construction BMPs will be employed during bridge
demolition and reconstruction
d All proposed vegetated roadside ditches are 3 1 slope or flatter

a
I
_g
Ig
s
I
_
e
f
_ —I3t3_
E
E
j
—J
g
FFI
i
L I
I
i
III
i
€
I
_ _
i
E
I
f
1
{
'
I
—
—
1------
I
I
i
I�
` T
H
I
I
If
oz
o
t �
ch
J1

pS
S
g
CONTRACT: C202668 TIP PROJECT: BD -5107E #400231
'yH
aby
xx�
�o
Ell
hn
m
�x o
$�byn
Y O
�m
p
y
o� o
W
dgN,
VI A
r
y
y UD m ®6
�
o
y
N
n
-
n
'yH
aby
xx�
�o
Ell
hn
m
�x o
$�byn
Y O
�m
p
y
o� o
W
MIMI !
bp80 i 8
O ZC
iif s � z
C
� r� c rw
a 1 6'
s °ssbetis� a�
.E
tu>t >
m>
0 0 R p r
Seoo
it�r►o �-' rrrtn $ C
zv
a
0o O f
a
ti
� a8
Z8
N
I 2
1_ n C)
n
Riv0
N
M r
�
C
E taz
oN' 20 +00
LA
Ln En
cjw La
m�D
Y o°A•
Z N
N /1
i
t j
zp�y�z7d 1 j I H O � Gro
z r �� �
��.�
za
l w o
�
�
dgN,
VI A
�7
y
y UD m ®6
n
y
ISM m
n
<OM
O�Oz
arx0
nlI <DE"
NmzV
vli' ziiZ
a
az�N
rn 05MO
y
n mnmZ
a Ammm U)
o10�Nam
0 E
m
k
a
mm n
m _A
J 0
o o-m
1
ut
�^
I
J
be7
n
�y
4
a
3
pm iy
D
b
>>
Om ZO
y
7e z
b
r
-1,
07 mF)0
�°
ploy
b X
—j
s -zi z
a
m
40 r
v
y
0
0O xa
1
►1
r
�
MIMI !
bp80 i 8
O ZC
iif s � z
C
� r� c rw
a 1 6'
s °ssbetis� a�
.E
tu>t >
m>
0 0 R p r
Seoo
it�r►o �-' rrrtn $ C
zv
a
0o O f
a
ti
� a8
Z8
N
I 2
1_ n C)
n
Riv0
N
M r
�
C
E taz
oN' 20 +00
LA
Ln En
cjw La
m�D
Y o°A•
Z N
N /1
i
t j
zp�y�z7d 1 j I H O � Gro
z r �� �
��.�
za
l w o
�
�
L
u ay
N � @
a
�
be7
N to
to
N N
N
a
s
g
Z
1
S
r
�
L

'sa'sse's $$w N$$$$$ :$sass$$$$$
/ l
I�d' f Ir 'a i„�� � !�'��� 617,
/ j a } /� J61'I �JrtW
62A ;,Ill 4 "I ,,,%�y�+
616
L � 4R1j_
j - 15
67- tt�fill�l
2 i
_Oz
2 �_ tt 11rt 4r 'R IY X615 0�,
$main 62 f 6 / f NS 21 t N 1
i
P - } I 11°
r �, ✓✓ / � 1 t � �
f 61gw g m / q�
z 620 r / + iYsm� v��r7 h t 1 02 I 11 ,lfll +6d / \ `
622 v //•'6 i '' ?` �tp � aD\ 1 f �l�i( � \ � �.
/ r ✓ ° \spy \ rIfII, / ,si�y y� / sr�f�OD� /
13
ifif
17 l ■■ 6 f��
0AX
61j
616
pj I
6r4 00 r 'm1 j 1� 1 I I I ;D U M O0 �
O
613 +3 +0 � °v A m
- RN z
_ s/s ` 1 01
sr ) I tv`(J i F l ; r- G) m
r t I I t 61 t i, \ ,.✓/ 119 m m
I I f z v
611 \ m
sr rt11 t �lll 'o I \ ��
''s 111 02 1 t 1 \ I N O
LLAAZ(n
N v
N
w W
s tie
sb x6 A r ZWm ' rs
rvii
I A
Or
RR Loa rA
mn� iL o m
BI 2` Imo
919 -- dou-. c r -lr Bs
919 1 t - ..,�sK p �9
:rcnp�rn s
pp'
8 67g
ZZ9
e
sty S23 L19
yr9
�\ \ \ \ \\\\
Oeo
LD
a \
n N I W
1 1pt I
t N
e2 l
I,\
1
�r® try
y .( m \\
t I v sry / I
,m r
-610 \
ZZ
ND
Nv
N) 00
V
G�
D
o
D
m'
C
D
cn
f
f3
oo
?Q
fo
(Do
°v
V '
7
WN v
rt
�yN
C
-0
7
C
0
0 C Cr
CD
CO
�O
7 a
'T1
fD
Np d
fa'
1-4 F) a-
N
ca a-
'°
0 a
O
on-
O1'
c O d
N
N
Of ,
p
00
Z
m'3
Nsy
—,
(DTm
c7om
NO
m
�0
7N
7Z
N=
p
OO
N
H
O7
N
Cl)
Ln
N
rQ
01
O
vo
o
0
o
N
n
d
d
N
N
�
ifif
17 l ■■ 6 f��
0AX
61j
616
pj I
6r4 00 r 'm1 j 1� 1 I I I ;D U M O0 �
O
613 +3 +0 � °v A m
- RN z
_ s/s ` 1 01
sr ) I tv`(J i F l ; r- G) m
r t I I t 61 t i, \ ,.✓/ 119 m m
I I f z v
611 \ m
sr rt11 t �lll 'o I \ ��
''s 111 02 1 t 1 \ I N O
LLAAZ(n
N v
N
w W
s tie
sb x6 A r ZWm ' rs
rvii
I A
Or
RR Loa rA
mn� iL o m
BI 2` Imo
919 -- dou-. c r -lr Bs
919 1 t - ..,�sK p �9
:rcnp�rn s
pp'
8 67g
ZZ9
e
sty S23 L19
yr9
�\ \ \ \ \\\\
Oeo
LD
a \
n N I W
1 1pt I
t N
e2 l
I,\
1
�r® try
y .( m \\
t I v sry / I
,m r
-610 \
ZZ
ND
Nv
N) 00
V
G�
0
-v
C
-0
m
W
0��
_
o
°v
V '
m
0
CoZ
ZOG�
W
J
b2m�m
w� �m
Nb
y

w
0
i � I
H R
n p W
m �W
O O
Q
F-
� I O OWZ H
JO
I�I � z
z
o F- z¢
W O >M N
0
ir- = =Q T 3
- W
F- F- cn w
O
ftkb ¢ ~ Z
�t
W to W ❑ z N
O H CG Q p w H walk OO U HM w - oQ >
LU WO zZOQ m ,-Ot- - W
F- O =
CLM m 0 w F- LIJ cc Q�
�. Cl) ¢ Z z Q ccii
JF— Z¢rJ
w w U) 0 1
O C0 F— 2 —i z cc
3
z Dcf) F -000'3 of m
LL
z_ w
LU F-
O
z O O ►— z
w
w Q c!) z m
> = J O
F-
Q H f-
I� I� LL z D a�
o Q o cn
w z
O
❑
U.11
10 a 3 Z z Z F-
NCO
Cl) CA
® T
CO) W O W
�> v Q
z
wXe O
Ozw �� ' W
�
U �� Q
C_ O
wH v
H ❑
2 O
LU
ry
a
S�
8
h
a
S

°z cv
W �Z Q
W F— F— ^ o c!)
Z Z H Z
° F- QLULJ dJ x c
6 `� F. Cl) F- LL O Q O CD m f
co O U LL cn z Cn
��°w`' O m O U W Z w� ¢ j
a � U CA O� Q x Q Z
Z Cn Zrr- LL w"E
Q J O LL J ?-
❑ U F— [] Q >- oC Cl)
Q 2 UQ� U> m C
I
002%% f— H W Y Q W U r
a
H a0 H= ow ~
OC Q " U n- F- O
a W O F- CL LL Lf) CO
,CD
a Q F- 2000J OQ O m r
O QOd► -i ❑
�� m a -j a.m M 0 z z
z❑ F—aX UQ w H L z OH m
H Z wo=o Z Z W z 1-4 I--
3 Q °-3°o°c o° X m — u w T
Q N + C0 N
® M FO- J 1= N U LC) W CC u� • , f H Z Cn
M CA O a
�■■� O F— W 2 —J W
LL Q O
QGCZO Jz J v ~ "r
Z >- LL Q F— CL H Q
u
00 JOW❑❑ <F--0 r
W J U �a-zQW �- M W
H
a' X"' �� Ja ao= W �-
,a a H F— * �
Z O J H F- �
Cn W H HHi= W HO F-
LU CAF- OCOWm ZF- Z
CL ~O ❑ Q O Q O ~ O>
z Q 2 F— F- W
M
® a
Z +-J
a)
z
w F~- y
w�
cx
Z
U
LL� z J €> > 0
H
¢ L 4 CL c� 3 1 H
Y U
i ° ^ _ 1 N LU
a
® Q� o�
-11-4
��/� z z H w m
C�' F- cn �
J
N
F-
W
W z cc
F— X W
W "
W
co
e

W
z a7
J
w 63 cf3
=W I O
F—
o d
_ gi O
igb "�' Z
im l
n ei I
�00 ;Z
o �" 1
}
� z I=x o�x
NG N�Z N�Z
WZW W Z W
N0 J = J W
dLU aVF-
W W F- Z Fi F- _ Z
N r l-1 N
N
° U-
< o
H
V) �s
H I-
uj
W V Q
JWW � CD �
Z JNJ
rre H
LL ��� NNE
N V w Q
P4 U
LL
dQ w a
LLI
S M
O �
H' Q
Z OF-
Q Z
i H
W 0
CL
J
a LL
LLI
0 "Z
H 3 W
U� � � €Eil € { �3� � I � % � I � � LU W W Z Z
0 W H
W 0 N
W
{
W z
\ j OC
H Q H
(j c°
0 r
N Z Cn
IL Co LLJ
CL -i
S Z
U a ri)
o w
0 z H u~i H
� cal
€
3
€ J
€ � i
S
r
r
61
1

w w
W
W
�
(n
W
Q W
Z
i
r^
�
Zo
z
O
N
b W z
Q J
�n oat
O
= Q
�
O
m�
CD �
Z
°
Q
J
�
Z
Q
�
i
w
cn °
�
w
F-
L/) cn �-
w
�
w
�
�f
=
� N
W
�--
O Z
N
W
�
'1
W
�
Nw
o
�-
w
U
�
W w
W
W
,J
� H
Q o
w
z
z
� �-
°z
Z
0
0
o
�-1-
w
o
z
z
z
ti w
z
W
O
o
to
(n
(n
(n
N
N
o
0
0
0
0
®®
®''
N
�� N
V,
W
Z
Q
IL
o
f--
=
cn
J
�
Q
rr
W
Z
Q
I-
O
J
0
o
w
_�
F-
N
O
O
�f
J
Z
W
I-
w
�
w
CL
w
Ir
�
w
W
Q
N
I1r)
W
W
W
O
�
Ir
=
U
O
O
J
W
J
J
J
CL
3
=
cn
cn
Q

fjp
co
O Q y �`- �. if �•. 0.Q * I it
}III `•. `•� � Si
ze
f�
1 111 1 CL
1
my1� F
<o d
r
i
4�
l4
/?� G
Ln
+
W O�� .-
J✓ , J `,.1 _..... --'- CL
1
e
\
1\
l
1
t,
5 � ZOa
mLL�
( � r ZZ
i "G
1 t # W U
1
F
QO
W N
N GL
IL
NJ
a
J W
Fa- N
W
ZO
0 a
oce d
W
Z W
W N
C
— `
e ' '
P _
_-
10 1 !+ 1 s
OrT
..w �� � ,•,� � �"�-,_ �,�'`� ✓'""'r'/'/ � s� ✓r,,,,. - - ^' ,,.rte ----- ._._..
r`
'\ 1
5
s
1

O
7
0
w U
v
0 "-0-
O
9
r
i h /
H
1
I p1
�r
l I I
lze
u
o
o
W 0
N \
zjg
N \
O �
CQ
M
L i
O? � 1
o
�za� 0 3:
C
o-
;o�llrl oQ "--
o��C�ora N I
o o
` WOO ?� 3
N
�
m `{ N
a6�wm- C O1 \
uC., u� C H
°. c
V O $ c
o g^ `
f(a -
All
ANY
� OO
AAll
II II N II U
440�hR:
J � j
a�M GG
III 0 11 11 11 (CSC) p b
I
C
� 1
oo+Sl
V I
m
h
L
L
r
I.0
5gh, -
e f
z
ze
N (
CJ
rm
n
1�
N� 1
! f1j
I ,
I I ut w
i
! I
I Uz *II 1T a
it 2
p
1
Z
C
u 3
CS i l f
Q �
_o
`g <
op�oZ 1
o
i
W O
L 3:
� 1 1
p-
�m
.F N
O
�ti 1
I
Og
C 01
0
Wdln I
O
a 1!
I L
u
d l i
C.
WLu
2Lo
�MJ.
lze
u
o
o
W 0
N \
zjg
N \
O �
CQ
M
L i
O? � 1
o
�za� 0 3:
C
o-
;o�llrl oQ "--
o��C�ora N I
o o
` WOO ?� 3
N
�
m `{ N
a6�wm- C O1 \
uC., u� C H
°. c
V O $ c
o g^ `
f(a -
All
ANY
� OO
AAll
II II N II U
440�hR:
J � j
a�M GG
III 0 11 11 11 (CSC) p b
I
C
� 1
oo+Sl
V I
m
h
L
L
r
I.0
5gh, -
e f
z
ze
N (
CJ
rm
n
1�
N� 1
! f1j
I ,
I I ut w
i
! I
I Uz *II 1T a
it 2
�d
oa �
Q
t
0
o•
0^D
F
0
M
t
J
I
0
w
0
s
p
Z
'W
y
J et
Q �
�
s
� IIr
�m
�d
oa �
Q
t
0
o•
0^D
F
0
M
t
J
I
0
w
0
s

I � �
a C/�
Pal
I A cc
r
F. C
H0
U
A
Cif 0
O as y
1
1 i
N i
v
6
W � °
z E
N98 t ,n 1z�
i1zs
A Op .19
fob Oa $ .. &. $
till
€ � F
77 `
o
� � a 18,
j Jill
Z
Ca
u

I I
1
I I
I
o
I
_
!
_ !
11
__.__.c
k
tc
i
#
I
�
am_
f
;
t
_
t
j
I
'
it
f
i
£
C44
T_
!
i
!
I
J
1 [ h.
00
I
rA
�01
P
J I
,
Iy,�
EiE
pg{
}
$t,
I
i
7t
I
li3
VI
4
I -- _
i
!
f t�
i
jij
I
i _
�
111
!
f
!!�_
—4L
3
-VI-a
!
(
1
I
!
I I
1
I I
I

0
z
Z
Ln
_17
ago
14
FT
co I I t It
�� —1
Co +
-I
------------
J-7i
C*q TI
crr-
El
----------
Id i
77
If
T I

ZO
TL
PLC
tr
A
A
L -.2
-T-4'
In
.aim
d
Ell,
I
-T-
uil
I
I Ms-
F-
--T
74-
1
6,1
4
Y 1
—IN
7114
1
7cqA;_
IM7,
--T
ton
A
00
--LT:
7
ui
-T-
1 A,
Al
in
A--L-
V-1V
-I

z
Z4 11
Er
F
7
z Ln
0
T—I
0-M
1 i
J
17
F
T-
4t—
I
I-
----T--
T_
I
I
F-T
er
4
11
N
FQ—c
I v
r(II,
C41)
ul
6�1
I cp%
1
Lo
04
Cq
+
IT
7
1
CS
d*
He
rr
<1
AL
YZ
uo
I
C4
� i
i
I � ! !
�
�
!f�
� � I
LA J
,i
I
I �
f
_V7
64)
__T_
I
l
_F
F
Lr
'r-A-5-
tr
Lr