20071768 Ver 2_Application_20071203

~~
f\ V
b
r~
V
s.w SuR
` ° w, -''t
F
~' = i1
0
STATE OF NORTH CAROLINA ~
I.,~ ~~j
~r *. 1F <O ~4a
DEPAR'Ifi~NT OF'I~tANSPORTATION ~jf `'n ry,~ ,'A .~k;. Qj
1VUct-IAEL F. EASr~.Y Li'i`mo Tl~>
GOVERNOR SECRETARY nh
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville,NC 28801-5006
November 26, 2007
ATTENTION: Mr. David Baker
NCDOT Coordinator

SUBJECT: SUPPLEMENT to Nationwide Permit 23 and 33 Application for the
proposed replacement of Bridge No. 274 over Canoe Creek on SR 1248 in
Burke County. Div. 13, FA Proj. # BRZ-1248(3), State Proj. # 82853501,
WBS 33408.1.1, TIP # B-4042, Action ID: SAW-2007-3497-312.
REFERENCE: NW 23/33 Permit Application dated October 8, 2007.
Dear Sir:
Please consider this Supplement to the Nationwide 23/33 Permit Application for the referenced
project sent on October 22, 2007. Attached is a revised drawing (Sheet 4) showing impacts to a
newly formed wetland located within construction limits for the proposed bridge replacement. At
the time of the December 2006 field visit, this wetland did not exist. It is believed to be the result
of the adjacent delineated wetland expanding. The new area was discovered by DOT personnel
in October while setting survey stakes for upcoming construction events. The Natural
Environment Unit within PDEA was contacted .immediately and visited the site in early
November to investigate. The wetland expansion will result in an additiona10.01 acres of impact.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Jeremy T. Learner at jtleamer(cr~,dot.state.nc.us or [phone].
Sccince ly,
C. ~
Gr go J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
cc:
w/ attachments
Mr. John Hennessy, NCDWQ (2 Copies)
Ms. Marla Chambers, NCWRC
Ms. Marella Buncick, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Jay Swain, P.E. Division 13 Engineer
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
w/o attachments
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E. Programming/TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Natalie Lockhart, PDEA Engineer
Mr. Scott McLendon, USACE, Wilmington
Mr. Roger Bryan, DEO Division 13
Mr. Randy Griffin, NEU
Ms. Leilani Paugh, NEU
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING,
2728 CAPITAL BLVD., SUITE 240
RALEIGH NC 27604

O
LONGO Alb PASCNALL, ILC
OB NA3 PG T9
0
~' ~
I !5'
PS i AI PS
~
' ~
a ~ Q zv
b i 4 ~
-L-
-... ~ .
:
Bd
~
IS'
R
I .
.. 8~
IS'
CENT RUNE CREE
~ ~ BO NDARY LI
ps, PS NT
SKETCH SHAKING BRIDGE/PAVEMENT RELATIONSHIP (N.TSJ

SPECIAL Ixof ro Scd W DITCH I
U
~ i

Gf011O D ~ LONGO AND PASCNALL. LLC
OB Ne3 PO T4
YNL o= u Fr.
YW 0= 1.0 Ft, a,
Type Of Llner• PSRY i
~. u+so m u+oo AT
BBGIX Ai8 PRO s.ss'a o ~xismnc wlorn rv a Rrl - ~ dAa a sR
-1.- PO tSla /I ~S0.6O SS' LT n GRAD! WT ro DFABA r tml
Y. ~ PaAIAIrC~~ `in
'`, `+, ~ ~ 5 6T20'I4tE
EXCAVATION
IN WETLAND
FILL IN WETLAND
TEMPORARY SURFACE
WATER IMPACT
HAND CLEARING
Is

TAI , , AI mGAxT ssremlG: No. slat No.
~, y~ A LAT AL SS~TL~1 ` `,`'~1 . IATI~ro~TCN B-4O4P 4
Y IMOf to \
, ~ +, ,` ` I , ~.- Sppe WADIYAY Dsllii NTDYAIIIICS
~ , 1 '• eNGNBeI erases
,~ Q ~ YhD=2P(. \ I, YK0=l5 Fr.
I ` 8 b c f.0' Yet. d• IFt. , B: T ft.
' ` `a ~ Q B• I Ft. 1 D• t Ft.
~, tl, 1'i Q •Type f Llner: p6Ry D: 2 it. LSTAIT+ RA31+OY
',' PADAAa.srAU+uro~ Av+sB PRELIMIN RY PLANS
1~ `~, Q ~ O ~\ p r~ DD 2ror us mrnxurnar
., © ` ?0? .
S, `` `,, ti ~ ISAAC E. F uR,PROPERTIES.ILC sF,
~~ ~~ 1 to PG A19 ' \ © \~.
~ , SH(ABERY CUTTER E1 D
~` ` ~' ~' ° ~ ~MA Engineerinl
t- STAAi+B03J TO 16+95% RT. ~\ `` ~`. `. ~
~',',~ -r STA/6+7J59 TG 16+95% Lr. E3 q . CONSULTANTS, INI
`,`a + \ p N 9916KCDMhm9ieet SuDe131 ~ry M: D!
SY IT , dY tT ' '\ \ PIwN: 919.197.OtI0 Foc 91929T,G
'1 ~
` ` -YYADE lA1BAL LASE `~ ~ ~ \ I
~~ 1'1Q EA~~ __PFa'L __--_~~`,\ L@KriX- I' '' O 25FD
1 mNl I1 - `~`. ~`9L6C.Y. I 1
% I ' T Nqe IAT9AL IIdE , ~ ~ i ~ DEAN A
Lit II + LT ~ +127+7! N~IEIIA~IO~ OAIRIGA~IION ~ .;``\. 30'L `` ~ ` \ o N~ ~ Q i CIRiFYAN
X ~ ~ BLDDF TAI CY SY LT ` `I ` i i $ iDB TOG PG 2SS
:
.
' ~ ~ '
~` . J- a
- Y I +
I u.Tr
- -- .. -- - - - ~ -- _ avLT
_ _ T ~1 _ - io iECno[D en 1Lx R F sn l2 .NT A01
` ~~ ^ ----~- ~~ '~ ~ ~J YYklAlee B1 SIIfE ei1NEk e1r1UME5 (3 BST
__~ ~1 ~ GRAU 13A i 1 1 -_ EDSfW xn ~~ ~
T AFIAOYE ~ ~ ~ _._ ~ ESSIBL .. ..
D ~~B A ~ FrE rolRO, Aa x
I ° I. ' .. /B' AT BECTN APPgDAGI STAB t \ nBAtroo l G TN! NYDRAtAKS
a f EOP TRANSlTA7N TO ', 1l.19i
1aWkII I i "'"'L BAI~DRaI~ -C- Slat +61D1 srllr ~~. 6'AT:` ~'A ~. ~R ~ \ * + .
fTISRNTG WID H !LT 8 RTl `~ ~ A'A" ~
1!'KT a ~AR B ~ ~ ! p ENO MPROACN SLAB
'~ CENTERL EN IS . ~' -L- POT SlaA5+76% END CONSTAOC'TKN
~n --_ -L- S ! + ~ ~ NO YEGNN2E0 EOUPtErIT ALLOYED
r ROUNDA Y L E .~s N NETLAND AAEA NOTED NixN THE A/Y ~. -L- POT Sla7PA71G
O e ENO BRfOGf ALLOY Fpl RAND CLEARNC OIAT
- I ~~ ''' ~ -(- POT Stal6+6Jm
IsBkD OB r~ PD 335 s ° HqE
A ~VD STA78 PRO
I`"" I \ 516'09'00'E ~.~; O -1 P'OT SAY, IO+Sa00
'~'~'~ WETLAND PERMIT ~'~' ~3
,~
.
.
.
,. ... ;.
E CI BMe2
HED CRAws FDOT DN TOP STDRN BRIDGE M'ORAUUC DATA

N NER OF
H
-.._..._.._..

FT DJTCH -
~
. ; GRATE SOUTH EDGE OF SR 1248. . , . .. . ; , ~ ...... :. . ..:. . ,: ;: . HEADIY
ALLIYORTHEAST TOP fACf ~
N 7659' 36T W, 89.06' DESIGN DISCHARGE =2000 Cfs

•.
,.
:..
FROM -L- STAKJ}OOAa :
:
;
OES/GN fRfOUENCY
= 25 YRS -L- STA 24+4186 (2055' 1EfT1
'
R>GHT DITCH ----------
.
EV
1
E
25
1' .,.. . ... ...... • . .... :_... .,.; . ` •
...- .,.... : .
C
1
8 :_.. ,..:. ...: v . ..: : ....:. .......: _ . ,.:.:. ..... .... . DESIGN NW ELEVATK)N = l0924FT
SASE DISCHARGE = 3000
FS
I
_ .,.... . _,,.. . ..: ... . .:,. ,.. ;.:.. , ... .,:Af }OA ._ BASE ~ LEVAT/ON = 1093~T
' OVERTOPPING DISCHARGE 2000 CfS
, OVERTOPPING FREQUENCY 25 YRS
:, :. ,.
OVERTOPPING ELEVATION
l09
4F

_ . .
-
T
2
>
..
.._,
.:. ...:.:.
..:... _.
.
..:
..:.
::. . ....... ...:.
:
,
.
,
5

, ....
-

......
-
::.. -

ATE OF SUMEY 2200

AD

R
. ~.. , , .
. . .;.., .. ,,. ..
.. ;
, ...: .
.., TKAY
_ .. ... --- ~' :.. : .... .: . ..;.. `I ..... ;... .2~' AT DATE OF SURVEY = l083.OfT EE .
~'
\ : ~JI ,
~ .
TA I A ~ :.. ..; , , ; ' :. i ~ ,.: > ..;.
` ;: .P1= 18}
PR EFORMED SCOUR HOLE '~ ;,, :. ...
"' " ? .D: /4y.
PLAN vYY ~ ~ .._. ..... .EIO. >&E
CSC _ ~ . i

Pbe or Olton
of c t
vufDl NvtlaW
fluen ritn
; ~ .:
'~ . .:,
. :..,
::.... .,,
,.:..
.~~.. t ~
. ..
.
..'

'
`'

r9 , ~y
C

U Ourbt

A n nDiurdp'DVW

A
.,.

..:.,

~ .. __..

..... ......

.

....

...;~, l
; w

.:L

,

'.

, I} ~ /. _

Y v„
V
E

e ~
i .

..
.....
BE .+,.
Af
fRk
Dlf

~

...

.... '

.

4

',.
1

j.

.

.

.
_

..
-
i
xM

_
~+
4
~ ~ Sduore Preformee
Scar Hole IiSN Y
1 • g , y "''
''', ,~
...; : ~~
E~ w ' j ~
.'.. ~ ,
,: I
';"1!I
...
l
o
~
in s n YD 0 - 2.
r
° . d
ei
sro.n
w
tor darttrl °, e ~ 6 ', .AE'
x
^'
~
..

ND

{

P -

£N
Ae.
C Q ~ ° SE[TION A A
~ f1 ± _
~

~ ~

~ rh

$

4b

Plpe or Olicn

D

.

... ._

...:

.'.. .._..

':.., .._ ....

~

~

:..~:

..,..

....,
.,
.. :'.

.

...,c,

... ...

.

, ...

.:
„
...

:.
U1Nt
,,;
...
...
.. ..
Q y e dr 2+ c N
rouic ',

~
'.

~

N
I
M (~ ~
SIC a
n ~ Limn CIOIe I fl10 Aop
' tB~ `I' tuck ~ ~ , . ~ '~ ', ~ ' ', 4+;~
...
. ~j _
:- u
,; I.S
iMDk
rlin inter iaerlc .. , . .. ,., .. .... .... ..... ~ .,... ' ... .., ,
. : ,
N
10 11 12 13 14 15 16 17 18 19 20 21 22 23

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACT SURFACE WATER IMPACTS

Site
No.

1

Station
(FromlTo)

STA 16+59 to 20+99 LT

Structure
Size /Type

Roadwa Embankment Fill
Permanent
Fillln
Wetlands
acres
0.05
Temp.
Fillln
Wetlands
acres)
Excavation
in
Wetlands
(acres)
Mechanized
Clearing
in Wetlands
(acres) an
Clearing
in
Wetlands
(acres)
Permanent
SW
impacts
(acres)
Temp.
SW
impacts
(acres) Existing
Channel
Impacts
Permanent
(ft)
Natural
Stream
Design
(ft)
1 STA 20+53 to 21+05 LT Base ditch tie-in to wetland 0.00
2 STA 16+12 to 16+33 LT Base ditch tie-in to stream 0.01
3 STA 19+96 to 21+00 RT RNV Clearin 0.06
4 STA 18+38 to 19+28 RT Roadwa Fill &Clearin 0.01 0.03

TOTALS:. 0.06 0.00 0.08 0.01
e d humbe~ dui ~a ~vu~~-~y
Note 1:0.00 is less than 0.001
Note 2: Wetland area provided = 2614 ftZ (0.06 Acres) ~~ i NC DEPARTMENT OF TRANSPORTATION
Sheer ~ ~~ DIVISION OF HIGHWAYS
~~J/S~~ "' BURKE COUNTY
WBS - 33408.1.1 (BR-4042)
.u,~oRevisW voaros SHEET 119 20~