20080809 Ver 1_Other Agency Comments_20080702

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200801581 TIP No: B-4080 State Project No: 8.2430901
GENERAL PERMIT (REGIONAL AND NATIONWIDE)
Applicant: North Carolina Department of Transportation
Address: Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Telephone Number: [phone]
v
County" >1 bus 0?o
VERIFIC,k%'
c?
Size and Location of project (waterway, road name/number, town, etc.): 125 linear feet of 40 feet wide three-
span bridge, over the Pine Log Branch, including 520 linear feet of approach fills and on SR 1437 in Columbus
County, North Carolina.
Description of Activity: To replace bridge # 148, a 37 linear feet by 24 feet wide two-span bridge with 125 linear feet
by 36 feet wide, three-span bridge on existing alignmentand widening of 520 feet of bridge approach, impacting 0.09
acre of wetlands. Traffic will be detoured on existing roadways during construction.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
Section 10 (River and Harbor Act of 1899)
Authorization: 23 Nationwide Permit Number
Regional General Permit Number
Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404(if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and
local agencies before beginning work.
This verification and will remain valid until the expiration date identified below unless the nationwide authorization
is modified, reissued or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all modifications. If the nationwide permit authorization expires or is suspended,
revoked, or is modified, such that the activity would no longer canply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under-contract to
commence in reliance upon the nationwide permit, will remain authorized provided the activity is completedwithin
twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Action ID: 200801581 TIP No: B-4080 State Project No: 8.2430901 County: Columbus
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact the
Corps Regulatory Official specified below.
Date 30 June 2008
Expiration Date of Verification 30 June 201
Corps Regulatory Official Richard K. Spencer Telephone No. [phone]
CF: Brian Wrenn, NCDWQ
Ken Averitte, NCDWQ, Fayetteville Office
Megan Willis, NCDOT, PDEA
Jim Rerko, NCDOT Div 6
2
Action ID: 200801581 TIP No: B-4080 State Project No: 8.2430901 County: Columbus
GENERAL PERMIT SPECIAL CONDITIONS
1. Bridge demolition and removal will be accomplished in accordance with "Best
Management Practices For Construction and Maintenance Activities, Section 4.6" dated
August 2003 and a copy will be provided to the contractor prior to the pre-construction
conference.
2. No bridge demolition debris will be intentionally allowed to enter the waterway or
wetlands.
3. Sediment and erosion control measures shall be in place prior to any demolition or
land clearing activities.
4. Staging areas or the stockpiling of construction material shall not be located in any
wetlands.
5. All temporary fill is to be placed on filter fabric and removed from the waterway in its
entirety upon completion of the construction.
6. All construction spoil material shall be disposed of on an upland area and shall not be
placed in any waterway or wetland.
3
:
IJ
GOLUAABLJS-COUN
LL
sj,
tt ,
A_ \ J -1? 1 ? t A
,
J
.
1 _.
f_
1h1FTf At?1P'1. .IKAI:3- Af^•T'C r+Q. '?.c.?.?.. ...a.?.:...?o
O
'U
W
O
H
GRAPHIC SCALES DESIGN DATA
ADT 2008 = 4,135
?0 25 P 50 tQ0 ADT 2028 = 6,917
917

PLANS DHV - 10 %
D 60 %
SOS ss 4 so lqo T = 7 %
PROFILE (F10RI20MAL.) V 60 MPH
O tp 5 Q 70 7Q ' TTST 4% DUAL 3%

V FUNC. - UAN
RB
PROfIIE IVER71CAL1 CLASS C
OLLECTOR
ng -Y rolect B-4080 = 0.118 Miles
Length Stmdure TIP Project B-4080 = 0.024 Miles
Total Length TIP ProjectB-4080 - 0.142 Miles
RNGROM
Rte, N_ Ceab.IlRe
....r o a?cnom
RIGHT OP WAY __ Lonna . ht p
NOV 16.2007 "'4PC°?O°?• ROADWAY DRSIGN
ENGNRER
fN.V. IL1TR: Jodr L. Cole
OV 18.2008 ""?T °"'a^'m•
L
?w?NS
DIVISION OPORTHGR 19=AYS
STAI
R OA N0a.
PROJECT LENGTH v aw.a ?? ry w'. d,
`? -
E-.R4 th Roc OIR MneN CrpAro,0.•
GROUPS=A 5M FMbalN_ M., sap. 3u
TIP P -
- _ t3
% I Y.? ?' PAVI All Ni 1110MI M I AT10NSHIP nmecr urewice ra. EtlIET Np,
8-4080 4
+
./
D I ?'

a I

110 r n rrrE do fD ?Ary ?fdi NYGeNRM'Y
d 4
?
/
?? "? ?.? (P?EA??R1?x LE!??$?.w,(sel??` PRELEMIN Rr PLANS
m
?t f / /
{l
?J „/ 4YIi4Nf1 MnIN i4l •irlp?E J Q Cl
mE N) T,, b77 8 in
~
Q Qs !' I
D '' wvvnltrl NI l RD NY'RDKH S
"
'
/ ? SITE 1 i
aA,:.«.>u
r srAn;.am Y ! ! / ? ?
'
f "I
' 'e ! / ! f ? f+?Y,Mays y M = .go'Er. a = a
?u\
yv
! = ? '
d
,
,
E - -
-
mws
nosr.
i
f ? I
y E
-----
1 Y
sn ??Im
no ?
7333'007-E ^ N
74 /4'27.4'E
-L-
-----r- - -- ? _•ronc.

. ?[y ! E E l
. '.? _ _ ?
E Tfll E
rui _ _
____?
,
.. , i Is r o Y
. ,eui. I =
.. .. ;0; .. I !

! ! !
sY YN _
f?.iteOY,N aut i=i s ! _ =
1
I _dI

a
e

?'# \ .. I y

..
k'<e
= ! =?lY? ! !
fTfp4' IIbM ACT Q LY = _ \ ? 1
I
DENOTE
HAND: \ ?
Oi i FENTRE55 iLE
/y,
$
??
o
'ti: Ma \
' Go45
\
' R
CLEARING ° j
T?R!' ?A
i/
I
kRO4D

\ ..GNRET R.

Q
DENOTES FILL IN w'
WETLAND
B 80 ELEV. J2
cor
N 20B4K164 O E 5J/00 B I EL£V.61 3
B STA6t18 62DM IG1? N l56 E 208 837411
BL STA25 36 1092 LEFT
NOT :BENCH
OUf5/0E ARK 80
OF PROJ BI ARE
CT UM? COATED
.

E

0 IS
IST.RO

EXC [[

F/
VA F1
BEGIN GRAD B-40 0 END G

-L- 5
D. /1'51
-00
-L- S ADE
.19+ -4080
.00
ELEV. 60.74 ELEV. 59.03

PI - 12
7363
PI = 14
5000 PI= 6
EL = 501X)
BO' PI
EL 18+20
= 5905'
VC = I
OS=-I
MPH VC - K =
OS ' 1 3
0 MPH K
05 237
80 MP
elasTla GROUND SED OS NPH
70
60

E7

-

-
f+
3945%
f-X161
% WSfIN
ro EE
f- FRIDGE
veo
6i6T/. PROPOSE GRADE NG GIl
P ujM 7 7`r -
T An

ST

CTURE

HYDRA

L/C DA

A

u

0

?

I
I

'J•MIN. .0267
EX/57.G
AOE
OES/GN FREOUEb .Y = 25 YRS I I
DESIGN
BASf HW E
ISCHARG TION = 585
/60O FT
CF5 PAY fft"
w BASE ELEVA ION - 593 FT MEMO ND
OVERT( PING Dl HARGE = 2000 CF5 AREA To u
}
_ OVERT

nVFR PING FR OUENCY= 200

5qR TRS ERUYA
RTR rAr

1 0 1 1 1 2 T 7 T A ,n , A _
l.1 Ni HHIMI RELATIONSHIP -t
NQ

C i
8-4080 q
a1 a D y
EO
? qQ{ '.,N.IA I ,?eT 12?.?7A N. GLI
? mvuuua
EwnwAr o®cw?? ewwu
.
?•? s
a n ? 7YPE 111-77
ad

Q
? -N Parmit Drwh" PRELIMIN RY PLANS
. ' ? NILAFEi FAIro
X N:l of
yl 1YrE e n h
`
?
I
SITE 1 ll, (AX ' NIMII • NI
fNU /PP/roMX 5 }

4
F I 1

,

I .
b N 73 N 74'/4'27. T - - ?- _ -

..
oft
: E F

ve 11
? „ , n? 'r d s s : ,
'
\\ ' + y RR r nut = a : o
: 03 = ' NUE
0 © '
a
\ EC LEA o ;
e
d
I
A AFE rARO ,
4
I

DE OTE Fl

M
hp?
F
L
I
WE LAN
B 80 V. BJ2 'ot
N I' m E 209 5Jf00 B / ECEV.6/ 3
B STA6+18 50 62.01' IGHT N /56 E 208 B3741I
BL STA25 36 /09 LEFT
NOT : BENCH ARK BO 81 ME OCATEO

OUTSIDE
OF PROD
CT LIMfT
. E IST
RD
S F/LL
0 .
EXC VATS
BEGIN GRAD B-40 0 END G ADE -4080
-L- S o. 11+5( .00 -L- 5 . 19 + DO-
- - - ELEV.- 60.74 LEV. 59.03
P

Pl = I2
73b3
Pl = 14
SOHO f - K
EL = 50.00
BO' PI
EL /8+20
- 59.0
5'
VC = I VC = K = 3 K 237
S= K = 1 OS = 0 MPH OS = 80 NP
eASDN rwrnwD rro ED
E = 6
O MPH DS = MPH
EASEIN wo PEDPO DIIADE NG G0.

---
-_
Z7
--
-

--

-
(t
39457
1-X16/
% TO M
/- EWNED
51677

STR

CTURE

HYDRA

LIC DA

A • - 7T 035?57 m !-)0.94 % !- .9450 . f- A2 67
EXIST.G
AOE
50 \ I y,µN
DESIGN FREOUE 25 YRS P I I
DESIGN HIY f TION 585 FT PAY1
BASE ISCHARG E -1 f600 CF5
BASE ELEVa ,
ION 593 FT EssnNG No
OVERT PING DI HARGE = 2000 CF5 AIIEA,o Y
OVERT PING FR -EN CY= 200 YRS E VA
I'M PAY

1
0
1
1
1
2
1
3
1
4
1
5
1
S
n
,o -.4 In