NCDOT 99-96 Minor Mod Bridge #23 (Wiccacon River)

V
, Permit Class Permit Number ,
MODIFICATION/MINOR 99-96 ,
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources ,
, and ,
' Coastal Resources Commission
' trmit REDEIVED '
for JUL 0 6 1998
X Major Developme x1 Area of Environmental Conce
pursuant to �C 1 A-118OASTAL MANAGEMENT
Excavation r Min pursu t to NCGS 113-229 ,
Issued to NC Dept. Of Transportation, P.O oa 0 , Raleigh, NC 27611 ,
' authorizing development in Hertford an� � cacon River, Bridge 23 on NC 45 ,
as requested in the pe ttat�`s ap�leation elated letter dated 4/6/98 including attached ,
' workplan drawings dated revised 4/13/98. '
, This permit, issued on 5-- `�\—°1 ,is •Clip. -. pliance with the application(where consistent
with the permit),all applicable regulations, special conditions •tes set forth below. Any violation of these terms may
• be subject to a fine,imprisonment or civil action; or may cause the permit to be null and void.
.
1) This minor modification authorizes the following actions, all as depicted in the attached workplan
.
drawings:
t
a) An increase in the navigable clearance height of the permitted bridge from 13' 7" to 20' 0". .
b) An extension in the length of the peiiiiitted bridge structure from ±379' to ±440'.
. ,
, c) An increase in wetland impacts from 1.05 acres to 1.11 acres.
. ,
' 2) Compensatory wetland mitigation must be carried out in accordance with the mitigation conditions .
of the revised 401 Water Quality Certification for the project, which has been issued by the NC
Division of Water Quality '
(See attached sheet for Additional Conditions)
. ,
' This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEHNR and the '
' other qualified persons within twenty (20) days of the Chairman of the Coastal Resources Commission. /
' issuing date. An appeal requires resolution prior to work
' initiation or continuance, as the case may be.
• This permit must be accessible on-site to Department '
personnel when the project is inspected for compliance.
--a--Roger N checter,Director
, Any maintenance work or project modification not Division of Coastal Management '
, covered hereunder requires further Departmental approval. ,
' All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31, 1999
, In issuing this permit,the State of North Carolina agrees \
, that your project is consistent with the North Carolina l (,
, Coastal Management Program. Signature of Peimittee '
` NoHo.. oxoxoNc

NC Dept. of Transportation Permit #99-96
Page 2 of 2
ADDITIONAL DITIONS
• 3) This minor modification must be attac o the original of Permit No. 99-96, which was issued
/ on 6/26/96, and both documents must be rea • availavai101e on site when a Division representative
inspects the project for compliance./ :�,
4) All conditions and stipulations of the origina perriae remain in force under this modification
unless altered herein. (,.....1.:'
/
/ NOTE: The U.S. Army Corps of Engineers authorized the proposed modification under
Nationwide Permit No. 23, which was issu n 5/19/9S (COE Action ID. No.
/
199811269). -`
NOTE: The permittee has assigned the proposed project TIP No. B-1231.

pd SW[oUri
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
April 6, 1998
N.C. Department of Environment
and Natural Resources
Division of Coastal Management
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
ATTENTION: Terry E. Moore, District Manager
SUBJECT: Request for Modification to CAMA Major Development Permit
No. 99-96: Proposed Replacement of Bridge No. 23 on NC 45
over the Wiccacon River in Hertford County; TIP No. B-1231;
State Project No. 8.1070401; Federal Aid No. BRS-5053(2)
REFERENCE: NCDOT's December 3, 1997 Letter to M.Smith, USACOE
The Division of Coastal Management issued CAMA Major Permit No. 99-96 on
June 26, 1996. This permit would have authorized the construction of a
replacement structure (+/-) 360 feet long with a vertical navigation
clearance of (+/-) 15 feet.
As you are aware, the Department of Transportation reapplied to the U.S.
Coast Guard in December 1997 following U.S. Coast Guard objections to the
original bridge design. The latest application for a U.S. Coast Guard permit
reflects a 20-foot vertical navigation clearance. The enclosed plan sheets (6
sets) reflect this latest design. The referenced letter provides additional
details related to wetland impacts, etc.
Based upon previous discussions with your office, the Department is
proceeding under the assumption that the change in design will
necessitate a minor modification to the existing CAMA Permit. Accordingly,
a check in the amount of $50.00 is enclosed to cover the required fee for
processing this modification.
P.O.Box 850,Edenton,NC 27932 [phone] Fax: [phone]

• Page 2
April 6, 1998
Terry Moore
Since this project is scheduled for a June construction letting, please act on
this request at your earliest convenience. Thank you for your time. Please
call me if you have questions.
Sincerely,
Ol)‘
M. Randall Turner, Division Environmental Officer
Planning & Environmental Branch-Division One
Enclosures
cc: Don R. Morton, P.E., DOT
D. R. Conner, P.E., DOT
R. Len Hill, P.E., DOT
Raleigh Bland, COE

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BM: #Z:: GS::B IS::DISK"NHEt.:5# $EI I :::SW...WHEELSUARD f/ :DESIGN::tu$C ARG I.:::8600 cps
OIF BRIDGE 14'LT C' F..-L-.STA 24-+:88
£ y:� $,
; :DESIGN FREQUENCY' _ o yam:::
as :DESIGN IISIV iELEVATIO21 .1:::9 S:::FT
SASE DISCHAR W:::1660It:CFS
■• BASE FREQUENCY :::i0R:yRS==:
■ou1:' .... :: BASE HW :ELEW TION .I:::5:Qiii ...
L-IM MI
Mill
f-I OVERTOPPING'DISCHARGE — 17000£FS .1111111
1.11_'1
■•.1 ■! OVERTOPPING FREQUENCY = 500:IRS U.
'!!! I•Ir..1 a!!oo//.■ OVERTOPPING ELEVATION 8:7HFY
611111
•!
r.1 i! 1
MUM
30 ,
-r.rr.u■
-Y .--F.•1__■■a_�` _—r _=_' .--__ _ _-- -` 11111111
a anre.
20 -__ __._ - • 20
n e_/.r.r/a..ulr uc. _
11.1 1 ^r•C-7n1- slap
.f••__ oaf■1.r 11a1.i I
— ..7r-mabr.a- .11 'A • -7;.. L. •..�� - ._.......Z.--.L.
_I.//-=■Y/■/pE/!!.lL=-'. _ NW --_L.rU -..it]//__II -11 ■f■> r r
W
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1JI
l7 q ... I
y
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f_!! _1
"'
°�1 -20
-20
00
•
00 8 aW
• -30 . N' SEE SHEETS 5 AND' 6 FOR PLANS
< YW. _■___YYIIIHI.YW I W_■. W■■W■..■! !!f.!•Y!!!WU!!/ ......l! ............. ■...
20 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35

REVISIONS
P JANUARY'30,1998 W REVISION PROJECT REFERENCE NO. SHEET NO.RW SHEET NO. 6
CHANGED PROFILE TO A 20 FT.VERTICAL CLEARANCE. RO�BIGB-12 IGN ENGINEER
L- -LREV-
PI
J 0.127' LT) ev 4 �3-91
R •2,8847890'
SE •D5
Runoff •/75
WALTER H.BASNIGHT WOODS a WETLANDS
e
STA. 37+00 -L- END STATE PROJECT 8.1070401
STA. 37+00 -L- END F.A. PROJECT BRS-5053 (2)
-LREV- PT Sta 33+77.34 L.B. =
• -L- POT Sta 33+82.72 LA.
aalRA.31+& A GUM I -`� ��
•
W1) -klt/ r.Pn �r -1-f-_ ____
t .t //
Lu .'x;; - y� •
3 'V m roraw Q 1 Q`I` 'I' 'I'��1�4�I� Rol I I _
• _ :x,:, ES n RATER PAa I Q I`f7`I'Q'I' 'I'0'I' '6.
p fay, CAMS rjw -� I a,l, ,I,�II,Qll,ir/Q`I'43 _
0 4* IIpI Q,I Q I f ` — -
+ gr., TONS
— — I p l,p,l 4`I`Q'I'Q'I'�'I'�I Im I�3 ' ����
0 P i'`• ENDT.M5 b.' t,Ii H Q 1-Q`I`4`I'Q'I'4 — — — I —— �� / / O'
r..11611111 - n�
h �limini
-�� — -
-- - REMOV!IIW /,/
G �- /-DEEP iADA�DONEDI /�/
IJ 'I U/G 5'+/- OFF EP 2A•'' 1 i- + 7W'TAPER / /
J i �"� d 24'TO IXIST. / /
Z_ EYK /}/
/ /
J / /
V / /• /
CULTIVATION /
CULTIVATION
Q
Q
0
Q
— WALTER H.BASNIGHT
® / FILL IN WETLANDS
,� SCALE:1" = 100'
O
e.
O
.g
• $Y
r.... SEE SHEET 8 FOR-L-AND -LREV- PROFILE
i
• V

REVISIONS PROJECT REFERENCE NO. SHEET NO.
- B-1231 5
-LREV- RN! SHEET NO. 5
• JANUARY 30 1998 RAV REVISION ROADWAY DESIGN FTYDRAWa
CHANGED PROFILE TO A 20 FT.VERTICAL CLEARANCE DETAIL FOR BRIDGE AND APPROACHES •PI 28.31.9 PI Sto 30.42.39 ENGINEER ENGINEER
p•l 3 (LT) p•/3'27'38.00'(LT)
D •3• D •2 00'OOAO'
\\\*\
L -448 • L -673.0277'
T •338A702 PREI TMTittAlt Y f*I ANS:
i R • ,909,85 R -2,8647890'
• E ! -LREV- 1 SE 'A5 m EaDT vsJ:POR coxvexticnorr 1
r, 1 >� r
///��� fff yyyy , Runoff •175
+, (rev 4f.-43-98
—LREV—Z.V.
PI Sto 11-12.91 P/Sto 16.4834
in.-5'2f 15.55•(LT) p•5'2r 15.55•(RT)
0 -r at 00.00' 0 -r ar 00.00'
L •535.4320' L -535.4320'
T -267.91117 T -267911(7
R •5729.5780' R -5729.5780'
SE - ,03 SE • A3
Runoff • 175 Runoff • 175
DAVID W.BASNIGHT
WOODS& WETLANDS , WOODS& WETLANDS ('•'f �� Q
e
` ��02 t WOODS&WETLANDS
Q 3
BEGIN BRIDGE Q
-LREV-STA 21+25 O. CI WALTER H.BASNIGHT
/
BEGIN APPROACH SLAB Q 42? GI
_
_W-LREV-STA2,+ .o5 u ,,4F`) A 93 4 17t gam- }- .IL- _1 ±.t_ _& ±— -
fl s. >t I* * ** * PC SSia 27+04,32 TON D ar AT ELBOWS e e CLASS Y WP RAP +OI.T7-LWit - it ]t Alt cuts'r mum 1 1 M
• WOAD 0 INLET TO 170.00 -MN- 0Afe'r pp RA/ ETA TONS
CONFIRM TO SLOPE 70.000 FT. • .
CIASS'r RP Q •e iur AA.1 TONS /* L /*Od0]t ]IB!1 SY TRIER y,4,t / SY RLTH FAR. U.S
END APPROACH SLAB LEV-•-m+-.e A �hlt Rl1ENfAL i
© ,* -REV-STA 25+76.59 , Q 4.1 I,• - ± N
W CLASS'e•MP ILO ■ IA r 7 :•• 0
T � 51 _ est1 Toms - - W� .i" ,T. F '��'
A r
N --5 SY FILTER MU _ aAs•r p W -LREV-STA 26+65.95 .4,.0 i r +_,fy. � •-/ sr
PROPOSED GUARDRAIL Aar Ji ; Q, 5 p"���_ � I ra • '. 0
Lil
.�'/////////A"/////// TYPE XI -- `.x:;'.�IIa'i.j ` _ �E%[h7:sf:-DIY C7
+ -/VAM '• AT AMP'' Allt�1 , r a. -ROPOS D BRIDGE �:b:-.-; ��iiO, /wlr� :WI ! .�,�. "�I� 'Try —
Ln — „ /�ilE� A r\.- .. DG S 40 23•E �::ate'. \. :.ic,.i�. _ sC
r T t•y.�.�'-1I ����Iscd�Qir��ra�; �..r�. T �1Y�ELJ•r��if2'�_�PsP �fii' ,I.iT` " � N
! "a'1 ,*,i,. .I,*,I .II*mm* iShcil�,. Sir IS'ke",fl ti s� >t ,1.-_ ._-1 c I,0.1, 1,1t .\,cy-"II�latomii��ii �—
�� TYPE 37.- ,";`.. ••
FQ- • ��T T —. __�— .si �� ;?v.• TYPE XI TYPE XIE3G� firWlig —
3
:d&if. ������ ��, 7. EXISTING CONCRETE BRIDGE REMOVE EXIST.BRIDGE ++w. Ill
iL
- _ -� _ --
\ O - ss+ FUPPE- -� - 1` ECM TDS RIVER�"" Talas av- e Q'I'Q'I'4'I'4'I'Q'I' 'I'4'1'Q'I'4 'I' 7'I'Q'IPCfl'I'fl'IP r I ti T n4'n4'n�r l TO Ra eMavo ii.Odepmli�'ll.y' 0.1.0.I.E ,1'Q"'p'1`p' __W„ ,oc.eox Pv a_ , \ s\ "�
'., \0\ +BIJIA iRY- +aR.M�!V- 4 H IB7�MB.
MST
F /. \r0\ 26'F-F CONCRETES STEEL BRIDGE 1pmP R'
\9 \ 15 SPANS w/CREOSOTE PILINGS
a\ \ 0 a
p\i 1 TN SHED /t) WALTER H.BASNIGHT Q
I q.c
:,..-:
WOODS �/ / ; THOMAS F.PHELPS ,(,
b
/ 1 '^ / WOODS 8 wE TLaNDS
v / p / FILL IN WETLANDS
I, I 1 W p
... DAVID W.BASNIGHT I I p
'� O I 1 d SCALE:1' = 100'
co
O
o.
Y1. OP
Cp =
• IlM 6
i: _ TEMPORARY FALSE SUMP
iyv © NOTE: EXISTING -I.- UNE FILL TO BE REMOVED AFTER TRAFFIC SHIFT TO -LREV- SEE SHEET 7 FOR-L-AND LREV-PROFILE
I b (— - - — - - -) REPRESENTS CONSTRUCTION UMITS OF EXISTING FILL TO BE REMOVED SEE SHEETS S-1 THRU S- FOR STRUCTURE PLANS
u
6

PROJECT REFERENCE NO. SHEET NO.
. REVISIONS -
, B-1231 4
NAN
JANUARY 30,1998 PAV REVISION LREV Y ROADWAY DESIGN
SHEET NO. 4uu�
CHANGED PROFILE TO A 20 FT.VERTICAL Cl FAIANCE PI Sto li•129/ PI Sta 16.48 34 Pi Sto l2.8249 PI Sto Ih85.42 Al Sto 10 97 39 ENGINEER HYDRA
ENGINEER
0.5'2r 15.55'(LT) p-5.2r/555-(RT) 4, -6'42'09.0'(LT) in. -1(729'28A•(LT) A -r 20'38.0'(LT)
D •(00'00.00' D •r OD'00.010' D •7 33'l7A' D •I3•/7'12.0' 0 •(23'14A•
L •535.4320' L •535.4320' L •11519' L -78.96' L •916•88•
T •2679110• T •267.9110' T •57.71' T •3959' T •48.44'
A •5,729,5780' R •57295780' R -758.4r R •43123' R •4/3025' 'PRELIMINARY PLANS
SE .03 SE - A3 SE -EXIST. SE •EXIST. SE -EXIST.
\\*\
>:DO NOTyRl FOR COXS'[RULZW34
Runoff - 175 Runoff - 175
R. 1(-13-9
Go.
3/ 4 r POT
`VP . SIo 7
0*00.
00
.1
`aW/// / 9Ste )ox'8 sS
DAVID W.BASNIGHT / 6 :
W
W o�'p -Y-PCC Sta 11+45.83
'ry o/ 6
mow,. STA. 5+00 -L- BEGIN STATE PROJECT 8.1070401 ~ P/ 4-'6 Y- PCC SSD 12+24.79
• �- STA. 5+00 -L- BEGIN F.A. PROJECT BRS-5053 (2)rs sat
ILLIAII E.B►ZEMORE C.
-Y-Sta 12 IN N00 / JA . •usu-ulv-
OB 433 PO 50 CULTIVATION
/ =jF�� 70.000 FT.
131411 PG 3T -L- POT Sta 8+45.00 LB.
-LREV-PC Sta 8+45.00 LA -Y- POT Sta 13+40 •• -Y- PT Sta 13+39.98 '} EST.3 TONS yrj
\ -LREV- POC Sta 13+27.38 ��_r_ Ty. ;=1D sr NLT I FAM„iv,W'
\ EIOR , I V,t.
E{ O \ CULT. ,\ , O
`Lj .t CULT.\ \ �.- in
i7 .0.$ EMT 11n \ LAWN \$\ V EXIST.Ri. `DQSL I♦ ) '1�: +
vl \ _ - - - - - - - - - - - - - - - Q
N
Ac r�:. - - -trl��it
CONC �� 50s �- --1 U/C 5'./- OFF EP II 24'.i- DEEP iLl
Ce
SIF CONC -�� —� — F ` �` _ -U/0 5'-10 ./=OFF EP 18'-24• DE'
-
F n)
TOIL AR. ui
+ YE DETAIL A * Z
LOST Rn WOGS DfICJI EXIST.Rn• y
�o + IarTAPER + I •III .IIQ II• Pfl'1.0III0IIICi.II&I$0III`Q'I'0'1“3. I
0
MST.TO 24' ANC.
1�/
6 - - J1M•1l•MIPii•OO•4ss a
E..' L POT eta 13 125.76 -.
_ Q
c Q
6
6
6
IR,UAY E.BAZEMORE CULTIVATION 1
06 433 PG SIS
1$IS PG 37
TYPICAL TYPICAL
rEF SPECIAL DITCH LATERAL •V•DITCH
I Nita Soil.) f.* E Not a Sul./
1II
;� Fill I. Pill DAVID W.BASNIGHT
iV N.t...l >O�� Slap• N.t...l .� SI.E• TQ
N qC Ga..,1 4, D :..-1 41 D Tt1 I/Y/Ft. O
1
co 'o
M;..D= LS Fe. M:..D=LS Fr.
O \ L - S Ft
c 5 -L-STA 8+00 TO 12+80 LT. -L--STA.14+00 TO 16+00 LT.
E: -I-STA.6+00 TO 10+00 RT. DDE =
• gr NOTE: EXISTING -L-UNE FILL TO BE REMOVED AFTER TRAFFIC SHIFT TO -LREV- SEE SHEET 7 FOR-L-AND -LREV- PROFILE
8s, (— - - — - - -) REPRESENTS CONSTRUCTION LIMITS OF EXISTING FILL TO BE REMOVED SEE SHEETS 8 FOR-Y-PROFILE

CrPROJECT REFERENCE NO. I SHEET NO.
B-1231 2
. ROADWAY DESIGN PAVEMENT DESIGN
- m ENGINEER ENGINEER
PAVEIENT SCHEDULE £-VP,- 4{- C1
VARIABLE _
Surface Course
FI Over Approach Slab pREL LDt1NAR1' LyL:ANS
PROP. APPRaX. 21•'ASPHALT CONC. SURFACE COARSE. TYPE AIRS
AT AN F ® Roadwa
2 ' 2 B" Brid.. Deck I :so w+a irelvsr«+AJ*
C t AVERAGE RATE OF �e0 LBS. PER 50. ro. IN EACH TIED LAYERS avemon
PROP. PACT. DEPTH ASPHALT COIIC. SURFACE COURSE. TYPE N05. AT �_ _ �•�•�i�i!:ii•�!O:i!i.'• _-- =•==-- •':•••••••
All AVERAGE RATE OFF 112 LBS. PER SO. TO PER 1'DEPTH
C2 Tp BE PLACED IN LAYERS NOT LESS THAN Ira aR GREATER THAN u ^; '`�-
1E�i DEPTH 3'MIN
ICI'MIN. Or MIN.
D I AllOPERIGEAPPRTAV.
OI ( LBS. PERK SO.B DIDER COURSE. TYPE HDe. AT AN 3'HIN.
DETAIL SHOWING METHOD OF WEDGING NO.1
PROP. PAR. DEPTH ASPHALT CONC. BIHOER COURSE. TYPE HOB. AT AN stall of ASDI1alt Wearina Surface On ADDYoaCh Sla{,
AVERAGE RATE OF 112 LBS. PER SO. YD. PER I' DEPTH TO BE Petail�TMD IN CATERS NOT LESS THAN 13� OR GREATER THAN Sri
E1 ATEPRi tl. 5 ASSP A? R . BA4.couost. TYPE NB. AT AN L_ NOTE THE UNDERCUT EXCAVATION SHOULD TYPICALLY
It w/GUARARNL EXTEND FROM THE EXIST.SHOULDER POINT TO
PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE. TYPE He. AT AN .VAR THE TOE OF THE PROPOSED FILL
E2 BE�5u N LAYRS E IOT'GRE:TERR'THAN 5' IIN PEEPTi OR LESS ? 7 *-2'THAN s- IN DEPTH SEE CROSS-SECTIONS FOR APPROX.DEPTH
Q 0 r/� OF ORGANIC SOILS.
T EARTH INTER IAL _ _t , � t`2,
0® Te,,
443. SEE CROSS-SECTIONS:
U EXISTING PAVEMENT ,�� ,. -- -LREV-STA 21+40+_TO 21+65+
1 MIN. 1 MIN. 9�� GRADE TO THIS UNE -LREV-STA.24+70+_ TO 28+80+
3'HIN. 3'HIN.
whit[ABLE W LE DEPTH BITINOUS PAVEMENT UNDERCUT
TY (SEE REDOING DETAILS) DETAIL SHOWING METHOD OF WEDGING NO.2 UNDERCUT DETAIL
NOTE: PAVEMENT EDGE SLOPES ARE Ill UNLESS Snow(OTHERvISE.
. er 24' B a
)r w/A/ARA4N �L 1 ,L-& . v- I It w/GJARORNL — **NOTE:TRANSITION FROM EXISTING TO TYPICAL SECTION NO.1
R;A' —la ..p wAR FROM -L-STA 5+00 TO STA 6+00
.y •VARO-la •VAR6-Kr a-2i
Z'2P22����"' 0 N
• p
`�I ./i`/FT. 1221.
_ USE TYPICAL SECTION NO.1
Q ®© b i--
- au �70401 - -L- Sia.6+00 to Sta.8+45 LB.
•-Lrev- Sta.8+45 L.A.to Sta.14+00
. GRADE TO THIS LINE
9/� TYPICAL SECTION NO.1 GRADE TO THIS UNE •-Lrev- Sta.30+00 to Sta.33+77.34 LB.
•-L- Sta.33+82.72 LA.to Sta.36+00
e 2* er it
It w/CAIARATNL aw/GUARDRAL
-ire, **NOTE:TRANSITION FROM TYPICAL SECTION NO.1 TO EXISTING
It -- Fr FROM -L-STA 36+00 TO STA 37+00
ro1NT p
rirr ,.YiFT 74717. ri
EI 9%1 O //,/7 f,e___________2L__,r...,„.
Y GRADE TO THIS UNE
TYPICAL SECTION N0.2 USE TYPICAL SECTION NO.2
-Lrev- Sta. 14+00 to Sta. 21+25 (BEGIN BRIDGE)
-Lrev- Sta. 25+65.95 (END BRIDGE)to -Lrev- Sta.30+00
—
¢-r-
J 0 POIMT Q
I�g
_Ex,T.SLOPE — — crKT— ' EX&. — — ET S(LWE__
USE TYPICAL SECTION NO.3
i
u , -Y- Sta.12+50 to Sta. 12+75
A_ Ali- --/ TYPICAL SECTION NO.3
20
e 4
U
u

See Sleet I-A For Index of Sheets MAW IMO 11110101.RaRaR•w �` Zia
p See Sheet 1-8 For Ccrventlonal Symbols STATE OF NORTH CA I';O]L I N A N.C. 8.1070 401 1
N DIVISION OF HIGHWAYS 8.1070401 BRS-5053(2) P.E.
0 8.1070401 BRS-5053(2) RiW.vTlu
II O� ��� � .. PLAN AND PROFILE OF PROPOSED
Jca � !� V -
STATE HIGHWAY
--•N 91OJCC.T ,II� 1
111411\410111V
., _ . i't, 114
HER TFORD COUNTY
..., ._ IR- ,, , -I
. , -, LOCATION: It I';IDLE 23 OVER WICCACON RIVER AND APPROACHES
ON NC 45 WEST OF�YHARRELLSVILLE. T T
VICINTY MAP SHOWING SHIPPING POINT AND TYPE OF WORK: GRADING, PAVING,V G, DRAINAGE, AND STR�lJ CT`i/ I• E
LOCATION OF STATE PROJECT 8.1070401
SHIPPING POINT -HARRELLSVILLE
STA.5+00 -L- BEGIN STATE PROJECT 8.1070401
STA.5+00 -L- BEGIN F.A.PROJECT BRS - 5053 (2) STA.37+00 -L- END STATE PROJECT 8.1070401
STA.37+00 -L- END F.A.PROJECT BRS - 5053 (2) a
O - - 141 — 5I
1
BEGIN CONST. a REIN BRIDGE a'4. 7O�
-Y-12+00 ; -LR9V-STA.21+25 IEND BRIDGE
BEGIN APPROACH SLAB / -LREV-STA.25+65.95,
010114
1 END APPROACH SLAB
00•
T. carp Co
rrrT
[TYTI. I ay
-L- STA.8+45.00 L.B.= I
-LREV-STA.8+45.00 L.A. I
•
—
Elliiiii CLFARIXG ON THIS PROJECT SHALL BE PEP -LREV- STA.33+77.34 L.B.ORMED -L- STA.33+82.72 L.A.=
TO THE LIMITS ESTABLISHED BY METHOD II
Li) r STATE HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In ire Office of, STATE OF NORTH CAROLINA
LIZIIIhi 50 25 0 50 100 DIVISION OF HIGHWAYS
ADT 1400(1996) LENGTH ROADWAY FA.PROJECT BRS-5053 (2) = 0521 MI
■R��■ nvs srANmxRDs sracDacxTn3K
O PLANS ADT 2600(2016) LENGTH STRUCTURE FA PROJECT BRS-5053 (2) = 0.084 MI
DHV 10%
5`0 5 50 1 0 DIR 60% TOTAL LENGTH STATE PROJECT 81070401 = 0.605 MI RIGHT OF WAY DATE: JAN.18,1994 S.A.STEPNEY,P.R. SIGNATURE rb
EEL■ T 17% PROJECT�� ROADWAY DESIGN srxra BIGHWAY un�R-J]ES1G1Y
DEPARTMENT OF TRANSPORTATION
es1:4
Au
PROFILE (HORIZONTAL) V MPH FEDERAL HIGHWAY ADMINISTRATION
1L0 5 10 20 LETT NG DATE: JUKE 6,1998 BRIAN K EASON T PLANS'
IIIIIIIII
■ �',� PROJECT DESIGN ENGINEER .;04 MOV/R tali:tONfllttlMIRK:
..1111111111
PROFILE (VERTICAL) Pb :.PROVED PDR d
SIGNATURE: DIVISION ADMINISTRATOR DATE J
pQ4 ccR-,996 IOt33 1�-i23i CO2OVT.ISM
A dlvCalgfT{pfian_
0Iv1

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
AfFA
NCDENR
May 25, 1998
JAMES B.HUNTJR.
GOVERNOR
NC Dept. of Transportation
P. O. Box 25201
Raleigh,NC 27611
WAYNE MCDEVITT Dear Sir:
SECRETARY
The enclosed permit constitutes authorization under the Coastal Area Management Act,and where applicable,
the State Dredge and Fill Law,for you to proceed with your project proposal.The original(buff-colored form)is
retained by you and it must be available on site when the project is inspected for compliance.Please sign both the
. original and the copy and return the copy to this office in the enclosed envelope.Signing the permit and proceeding
ROGER N.SCHECTER means you have waived your right of appeal described below.
DIRECTOR
If you object to the permit or any of the conditions,you may request a hearing pursuant to NCGS 113A-121.1
or 113-229.Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings,P.O.Drawer 11666,Raleigh,NC 27611,[phone] within twenty(20)days of this
decision on your permit.You should also be aware that if another qualified party submits a valid objection to the
issuance of this permit within twenty(20)days,the matter must be resolved prior to work initiation.The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form.Otherwise,all work must be
carried out in accordance with your application.Modifications,time extensions,and future maintenance require
additional approval.Please read your permit carefully prior to starting work and review all project plans,as
approved.If you are having the work done by a contractor,it would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time,Department personnel will visit the project site.To facilitate this review,we request
that you complete and mail the enclosed Notice Card just prior to work initiation.However,if questions arise
concerning permit conditions,environmental safeguards,or problem areas,you may contact Department personnel at
any time for assistance.By working in accordance with the permit,you will be helping to protect our vitally
important coastal resources.
Very sincerely,
"g%\11411
John . Parker,Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
P.O.BOX 27687,RALEIGH, NC 2761 1-7687/2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-50% RECYCLED/1 0% POST-CONSUMER PAPER

IN
., NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
• •
y i
w
11111 /
W ...
MEMORANDUM
JAMES B.HUNTJR. So.
"1 „ TO: John ParkerrJ�t,� RECEIVED
THROUGH: Terry Moore
• . FROM: David Moye "� APR 2 h 1998
• A;'v" DATE: 13 April 1998
,4 +� �.„" SUBJECT: Modification of CAMA Permit No. 99-9COASTAL MANAGEMENT
.y 'r
x`', 'I ^ , I i The NC DOT has requested a modification to CAMA Permit No. 99-96. The
' permit was originally issued for the replacement of Bridge No. 23 over the Wiccacon
'* River on NC 45 in Hertford County. I have also included a copy of NC DOT's $50
' ''A. check (#4601) to cover the cost of the permit modification.
' .. � '•`-07 " NC DOT is requesting CAMA Permit No. 99-96 be modified to include the
r• r, � t
M 4,' " 'r ,� following changes (see attached plats dated 4 April 1998):
ti
"!� 1 • �; ti 1. Raise the permitted height of the bridge from 13' 7" to 20' of
w Iiii
navigable clearance.
i ,,,:; 2. Exthiendh theill length ofh the fi ll permitted bridge from ±379' to ±440'
b.c!
;1. i
'*+ wc w reduce te mpact tor the 404 wetland.
I recommend a minor modification of Permit No.99-96 to authorize the changes
outlined above.
f
9 i4 4 Al
_.^..._ ATTACHMENTS
w_.... ........
- ::ram. ,L---" cc: Charles Jones - DCM
Randy Turner - NC DOT
. .mow
' ••y ;'""i
4, ..• - WASHINGTON OFFICE
;... f, 943 WASHINGTON SQUARE MALL WASHINGTON,NC 27889
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-50%RECYCLED/1 O%POST-CONSUMER PAPER

FROM WRSHINGTON 05. 19. 1998 07: 28 P. 02
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id 1 2 i
.r R Countyd
�- ��q o2b
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner NL(.0 , Y tb \ ` vO i \W&\,9
Address tp o4 0'Tc1 01. 23 201
Oar cwv i� 21611 r 5201
Telephone No.41 , 4(62— -q-n.
Size and ocation of project(water body, road name/number, town, etc.)
(3ri , e. 00 , 23 on N.C . y
Wt Lc_Q,Lovl RN I n
N _ 2 r
;c:P1onofAcR. . I 'A► .: . ' BYl- Oa- 1 W' 4 Rem_ 1.111.D „Cat4
. lie Gi
i I x t; w Ahc5 = 81. 11 fires
Applicable Law; X Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) X_Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
ry 0 . Z3 , Nationwide Permit Number.
Your work is authorized by this Regional General(RGP)or NALiflaydatiztrailt.(YAP)provided it is accomplished
in strict accordance with the attached conditions and your,hmitted plate; 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]. For any
activity within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
PIease read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or the 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 perrnittee may need to contact appropriate State
and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit,please contact the Corps Regulatory Official specified below.
Date 0 giA '9$ �b � ���
Corps Regulatory Official I r ZW .404)01 P,w, 2
Telephone No�5 � q7-5— 16 1 , I:23
Expiration Date of Verification o S/19 00
SURVEY PLATS, FIELD SKETCH WETLAND DELINEATION FORMS, PROJECT PLANS,
MUST
BE ATTACHED TO THE YELLOW(FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CE9Aw Form 591
Ra\lsed July 1995

U.S. Department Commander 431 Crawford Street
of Transportation United Stags Coast Guard Portsmouth,Va.23704-5004
Atlantic Area Staff Symbol:(Aowb)
United States Phone:[phone]
Coast Guard
16591
January 28, 1998
PUBLIC NOTICE 5-927
TO WHOM IT MAY CONCERN:
All interested parties are notified that an application has been received from the North Carolina
Department of Transportation, by the Commander, Fifth Coast Guard District, for approval of
construction of a new bridge over a navigable waterway of the United States.
WATERWAY AND LOCATION: Wiccacon Creek, mile 12.0, located in Harrelsville, North
Carolina.
CHARACTER OF WORK: The North Carolina Department of Transportation is proposing to
construct a new two lane, fixed span, low level, highway bridge. This new bridge will be
replacing the existing deteriorated fixed two lane highway bridge across Wiccacon Creek at
Harrelsville, North Carolina. The existing bridge and fender system will be completely removed
once the new bridge has been completed. No fendering system is planned for the new bridge.
MINIMUM NAVIGATIONAL CLEARANCES:
Existing Proposed
Vertical clearance: 25 feet at mean low water Vertical clearance: 20 feet mean low water
7.6 meters mean low water 6.08 meters mean low water
21 feet mean high water 19 feet 6 inches mean high
6.38 meters mean high water water
5.95 meters mean high water
Note: The mean high water differences between the existing bridge and the proposed bridge
illustrates a difference of 3 feet 6 inches. This is due to erroneous tidal information given during
the original permitting process. The new datum more accurately depicts the current tidal
elevations.
Horizontal clearance: 58 feet between fenders Horizontal clearance: 85 feet 2 inches
between piles
17.63 meters between 25.90 meters between
fenders piles

16591
January 28, 1998
ENVIRONMENTAL CONSIDERATIONS:
The Federal Highway Administration, (FHWA) the lead federal agency, has tentatively
determined the proposed action will not have significant environmental impacts for purposes of
the National Environmental Policy Act. The project was classified as a Categorical Exclusion
(CE) in 1986. The Federal Highway Administration subsequently revised this CE in 1994, and
has determined this project is still classified as a CE. FHWA will complete an update to their
1994 CE which will document the basis for the CE, and forward it to the Coast Guard. The
documents are available for review at the address listed below, Monday through Friday, 8:00 a.m.
to 4:30 p.m. The bridge is located within a floodplain. A Coastal Area Management Act
(CAMA) Major Development permit and a 401 Water Quality Certificate will be required in order
for the Coast Guard to issue a bridge permit.
WETLANDS: Anticipated impacts to high quality swamp forest will total 1.11 acres for the
current proposal (440 foot bridge with a twenty foot vertical clearance).
ENDANGERED/THREATENED SPECIES: Agency coordinated and field investigations
reveal that no known endangered or threatened species are located within the study area.
HISTORIC PROPERTIES: The project area was archaeologically surveyed in 1985. The
survey resulted in the discovery of archaeological site 31HF99, a significant prehistoric site that
was to be disturbed by the bridge replacement as it was designed at that time. Archaeological
data recovery excavations were recommended for 31HF99 as a result of that survey. Since that
time, the Federal Highway Administration has completed a data recovery plan which has been
accepted by the State Historic Preservation Officer and the Advisory Council on Historic
Preservation.
No impacts to unique or prime farmland, wild and scenic rivers, or displacement of residences and
businesses will result from the proposed project.
SOLICITATION OF COMMENTS:
Interested parties are requested to express their views, in writing, on the construction of the
proposed bridge giving sufficient detail to establish a clear understanding of their reasons for
support of or opposition to the proposed work. Comments will be received for the record at the
office of Commander (Aowb), Fifth Coast Guard District, 431 Crawford Street, Portsmouth,
Virginia 23704-5004 through 0 2 map 7995
ANN B. DEATON
Chief, Bridge Administration Section
By direction of the Commander
Fifth Coast Guard District
2

DEPARTMENT OF TRANSPORTATION
U.S.COAST GUARD
COMMANDER(Aow) POSTAGE AND FEES PAID
FIFTH COAST GUARD DISTRICT U.S. COAST GUARD
431 CRAWFORD STREET PERMIT NR G-157
PORTSMOUTH,VA.23704-5004
FIRST CLASS MAIL
OFFICIAL BUSINESS
PENALTY FOR PRIVATE USE$300
3 2682
COASTAL MGMT—PERMITS
PO BOX 27687
RALEIGH NC 27611-7687
41/
40
%t/FN�

44 OF ly United States Department of the Interior
'+ `_ o FISH AND WILDLIFE SERVICE
\ �, A Raleigh Field Office
_ �� Post Office Box 33726
�\4RCN 3 �8a Raleigh,North Carolina 27636-3726
February 26, 1998
Ms. Ann B. Deaton RECEIVED
Chief, Bridge Section MAR
United States Coast Guard - 2 1998
431 Crawford Street COASTAL MANAGEMENT
Portsmouth, VA 23704-5004
Dear Ms. Deaton:
This is the report of the U.S. Fish and Wildlife Service (Service) on Public Notice (PN) 5-927,
dated January 28, 1998. The PN states that the North Carolina Department of Transportation
(NCDOT) has applied for a U.S. Coast Guard (USCG) permit to construct a new, two-lane, fixed
span, low level, highway bridge over Wiccacon Creek near the Town of Harrelsville, Hertford
County, North Carolina. Prior coordination indicatef that project is designated as B-1231
(Replace Bridge No. 23 over the Wiccacon River on NC 45). The existing bridge and fender
system would be completely removed after completion of the new bridge. No fendering system is
planned for the new bridge. The PN states that the project would impact 1.11 acres of high
quality swamp forest. Our comments are submitted in accordance with the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), and Section 7 of the
Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). They are to be
used in your determination of permit issuance in accordance with the Department of
Transportation Act of 1966, and Section 9 of the Rivers and Harbors Act of 1899.
The Service is concerned about the use of a Categorical Exclusion (CE) to satisfy the requirement
of the National Environmental Policy Act (NEPA). The PN states that the original 1986
classification as a CE was revised in 1994. The Federal Highway Administration (FHWA) will
complete a new update of this determination. Categorical Exclusions are intended to apply to a
uniform group of actions which, based on past experience, do not have a significant environmental

2
impacts. The FHWA regulations specify that bridge rehabilitation, reconstruction, or replacement
may qualify as a CE. However, we view the proposed project as actually the construction of a
new bridge adjacent to an existing bridge. We believe that the construction a new bridge, a term
used in the PN, is a category of projects which may produce a wide range of environmental
impacts. Therefore, the Service believes that NEPA requirements should be addressed in an
Environmental Assessment (EA) which would contain a full discussion of alternatives,
environmental impacts, and compensatory mitigation measures.
The Service is especially concerned that the project would result in the loss of 1.11 acres of high
quality swamp forest. Swamp forests have many ecological and societal values. These areas
represent extremely high quality habitat for fish and wildlife resources. They also function to
improve water quality and control floods. The Service believes that the permanent loss of these
wetlands would represent a serious, adverse environmental impact. While the loss of this area is
relatively small, such small losses should be viewed in a cumulative sense. From the mid-1970s
through the mid-1980s, North Carolina had an estimated loss of 1.2 million acres of palustrine
forested and scrub-shrub wetlands (Hefner et al. 1994). We believe that any additional losses
must be viewed in the context of significant prior losses. In this regard, the characterization of
this project as a CE may lead to the use of Nationwide Permit No. 23 (NWP 23). This NWP, like
the NEPA designation on which it is based, facilitates approval of a Section 404 permit by the
Corps of Engineers for the dredge and fill of wetlands which ". . . neither individually nor
cumulatively have a significant effect on the human environment . . ." The Service believes that
the use of NWP 23 would be inappropriate for the proposed project. •
The PN states that agency coordination and field investigations have revealed that no federally-
protected species are located in the project area. Service data indicate that the red-cockaded
woodpecker (RCW) (Picoides borealis) is the only listed species known to occur in Hertford
County. Our records indicate that there have been no reported occurrences of this species in the
immediate vicinity of the project area. However, the Service file for this project does not
contain any communications on the field investigations mentioned in the PN and the Service has
not issued any concurrence that the project would not adversely affect this species. While we
believe that this species would not use the swamp forests adjacent Wiccacon Creek, we do not
know the extent of project impacts on other natural communities at this time. Therefore, the
Service is unable to confirm that the requirements of Section 7 of the ESA have been fulfilled.
In summary, the Service recommends that the USCG request an EA and a formal Finding of No
Significant Impact prior to the issuance of a permit. As noted, the proposed project appears to be
the construction of an entirely new bridge which happens to be adjacent to an existing bridge,

3
rather than a true bridge replacement project which is more appropriate for a CE. An EA would
allow for a more thorough discussion of possible alternatives, an assessment of environmental
impacts, and the development a compensatory wetland mitigation plan.
We appreciate this opportunity to comment on this Public Notice. If you have any questions on
this report, please contact Howard Hall at 919-856-4520, ext 27.
Sincerely,
/01-, ictuT
John M. Hefn
Field Supervisor
References:
Hefner, J. M., B. O. Wilen, T. E. Dahl, and W. E. Frayer. 1994. Southeastern Wetlands; Status
and Trends, Mid-1970's to Mid-1980's. U. S. Department of the Interior, Fish and
Wildlife Service, Atlanta, GA. 33 pp.
FW S/R4:HHall:2/26/98:WP:A:wiccacon.298
cc:
H. Frank Vick, NC Department of Transportation, Raleigh, NC
Frank McBride, NCWRC, Northside, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
John Parker, NC Division of Coastal Management, Raleigh, NC
Mike Bell, USA Corps of Engineers, Regulatory, Washington, NC
Nicholas Graf, FHWA, Raleigh, NC
Melgaard, USEPA, Atlanta, GA
Andreas Mager, National Marine Fisheries Service, St. Petersburg, FL
Charles Bruton, NCDOT, Raleigh, NC