Runyon Creek

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 9, 2009
Mr. Tyler Stanton, Eastern Env.Supervisor
NCDOT — Natural Environment Unit
2728 Capital Blvd.
Raleigh, NC 27604
Subject: Stormwater Permit Exclusion — NC DOT Activity
B-4019 Off -site Detour for Replacement of Bridge #103
Stormwater Project No. SW7090327
Beaufort County
Dear Mr. Henderson:
On March 31, 2009, the Washington Regional Office of the Division of Water Quality received a Coastal Stormwater
Permit Application for project B-4019 Off -site detour route required for the Bridge # 103 replacement, located over
Runyon Creek on NC 32 in Beaufort County. Staff review of the plans and supporting documents has determined that the
project proposes activities that are excluded from State Stormwater permitting requirements as set forth in Section 2.(d)(1)
of Session Law 2008-211, effective October 1, 2008, and the stormwater rules under Title 15A NCAC 2H .1000, as
amended.
Therefore, the Director of the Division of Water Quality is hereby providing confirmation that the subject project is
excluded from State Stormwater permitting requirements, being an activity of the NC DOT that is regulated in accordance
with the provisions of the NC DOT's National Pollutant Discharge Elimination System (NPDES) Stormwater Permit.
Under Section 15A NCAC 2H .1003, any future development or changes to the proposed development, including but not
limited to, the locations of the built -upon area and construction of additional built -upon area, may require approval or a
Stormwater Management permit application and permit issuance from the Division of Water Quality prior to any
construction. Any construction on the site prior to receipt of the required approval or permit will constitute a violation of
Title 15A NCAC 2H.1000 and Session Law 2008-211, and may result in the initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and approvals,
which may be required by Federal, State, or local government agencies, rule or law. If you have any questions, or need
additional information concerning this matter, please contact either Scott Vinson or me at [phone].
Sincerely,
)� AlHodge
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMIT\EXCLUSIONS\SW7090327
cc: Beaufort County Building Inspections
D.R. Henderson, PE, NCDOT — Hydraulics Unit, 1590 Mail Service Center, Raleigh, NC 27699-1590
Garcy Ward, DWQ
Washington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Internet www.ncwaterquality.org
Phone: [phone] FAX: [phone]
FAX: [phone]
One
NorthCarOlina
aturally
An Eaual O000rtunity 1 Affirmative Action Emolover

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
Mr. Stephen Lane
NCDCM
400 Commerce Ave.
Morehead City, N.C. 28557
4/20/2010
EUGENE A. CONTT, JR.
SECRETARY
Subject: Minor Permit Mod. Request to existing CAMA Major Permit # 172-08
Dear Mr. Lane,
In reference to Project # B-4019 Bridge #103 over Runyon Creek in Beaufort Co.
CAMA Major permit # 172-08, WBS element number 33386.3.1. Please find attached
revised plans (Sheet #4) indicating modifications to storm water drainage at station
25+83.68.
The existing 124' of 18" pipe will be replaced with another 18" x 124' pipe in the same
location that is an existing storm water outfall pipe that discharges into the Pamlico River.
At the pipe outfall point there will be a 6' radius (56.55 sq. ft.) of potential 404 wetlands
impacts from the pipe replacement. Orange safety fence and silt fence will be placed on the
6' radius as well as a turbidity curtain at a 10' radius to contain sediment generated from
the pipe replacement.
We are requesting a minor permit mod. ($100.00 fee) for these revisions. Should you have
any questions please give me a call.
Sincer
Jay Johns
Cc: Garcy Ward DWQ
Tom Steffens USACE

i
a
HICAH WATER INFO FROM: ELT SKETCH SHOWING BRIDGE
ADV� DEMETAL GFABRICAItrkELATIONSHIP TO ROADWAY
SHINOTON, N. C. 2786 99
F't
66e,' 1 1-4
TM •a M
w.D Dec CARp�
E
25+62 %0TYPE 6K
161
SI EWALK ` It p. 20 P( p60e F�' yy i ,N1CiE;
DOS
'. . am10
WD DOCK DOG
E {ety o,\ 4 N
L !1 D 2 FroU S 6N a
Spt�
S \t9'S• 4 Z
� gERK �15Hp110 ��IZSFO N
WATER SURFACE ELEV= 0.0' oP wE 5� le"9 z5.3�e� a4o'
2/6/05 p 10.15 AM
ow4�N z.0'
J +1 4 /EA•ta R w 0.0� ��
PUS W� O'
55.43' K - [4V•"1 �� Oa7�•��. E'P EX, AW, AO.00'
+26.78 _ — V�cNN° Tb t *011 I '
y
a -
0 6 ��
(EE
P. �.. . EpSr' p�V
WD BOAT DOCK s A. M�a0.09'
(POOR CONOITIONt �' 2•pi', �.
/ p� 50.67'
(OPn-1.76
��wt
3
..0' ul�4e \ My 2: tOP-0
OPoST N69'34'2 �_x MV- rMS t-' "" 70.00 \
v ti, 3' + 9.99 22.66' rXal jvPE N Vr'°` N56'41'53'N�nU���ct O •103 c U U 1` n_ �1 � x-- o 'StT,E 78m,
k
laLftfN56'41'53'N
nEIP EIP a 21.64'
15.05, 4LI7N57'E'5rN
4 4 46rt \l S56'40'43'E53448'44•N JAYNE 5. LALIBERTE
POEIP S33'25'n•M DB 1001 PG 6T0
6C [�nnt DOCK DB IOa PC 617 (MAP)
S73 6`OnR cL; Ini TinNl C-
x Q MB I PG 68
_ W 39 ' S31T'S6'W '�
m n ;
�j N \33
1 I + .03
N
r 33 NT o.6s
rYASHI T =F WILLI�M }{, GREIWE RI HARD H. ORIN
®D' UOP=0,8 OB 822 PG 482 55
n• F+CP D INV•-60 M8 1 PG 68 Mif1�PC 68
R!_ NV a-697, EXISTING R/N IS PIL '
�d,- - - _ N- roNPW( INV=-I.B6
I Q�
S56T•SK
ND7r.MUMS U
n
WZ
Ulm DATA -
5 INV 0.71' IIVY=-1,20'
= 2.070 F�S I C I
•'r,;Q _TOP-1.�6'

• r zr:-
oaY
b O +IBF •� \ �\
SHOMHG BRIDGE
M�
r 1r,Ya•r. ��, A
'Tar N C He
.��
Wv%
WATER SURFACE ELEV• 0.0'
2/0/05 a 10"S AN
S]L,
-��t7'- Q °•� ^Y� +� SEAT E EV- 6.0• •M\ -
wimp
unn+ coa.m
A
C ,.S6yy
1 J 3 q►!y
✓ Ip t +.1
... CRT OF .� Z
P0�
Yw�Y.rl.y.Mfw.Y N.hiO.Y YYYYY��
BEN"" DATA
OM12
ELEVATION • 3.61'
N 656 lot
1 E 2582256
L STATI
10.00
5 65' 51103.71
W DIST 399.92,
Rig SP IXFJIN
BASE OF 22- PINE
•ELEVATIGN,•,6.
i
SH13••
8..............
N 655313
E 2564286
L STATION
29•41 51- RIGHT
1
R/R SPINE
......................
IN ROOT OF IS- BEECH
v VaYe
N 6� yR
0
V Y
[ [Y
6AA' o M
'tlJAYLAL�
�i WRLIN R, wow N.

B
Ev
JU
°Q a
-1
ApA CAR p � ' �i �
EAL 20'
�r w E
3 4
Ox
� oZ 2p ?'rOP059
qDG
NGDSc S°�eoc,
S.�t F e 25ka3.6 4
�Ap '�
+� 3.r /w
G Pj E .6\I E%�•
„p,AAI,
+ 13.74
I
40.0q
EX. P.W, 40.00'
W pSH�NOt ON S R GS \Nv
Ric ors � 31.6 0'
N�STO / + 4 7.6 2
BouNOAR
/ X