57912_NC DOT_20110802

❑ CAMA / ❑ DREDGE & FILL
GENERAL PERMIT
❑New ❑Modification ❑Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
Applicant Name
Address
City State ZIP
Phone # ( ) ' `� r Fax # O
Authorized Agent �-
Affected ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑ FC:
ORW: yes / no PNA yes / no Crit.Hab. yes / no
Previous permit #
Date previous permit issued_
El
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
attached.
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
..
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Agent or Applicant Printed
Signature Please read compliance statement on back of permit
Permit Officer's Signature
Issuing Date
r '
Expiration Date
Application Fee(s)
Check# Local PlanningJurisdiction
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

Lane, Stephen
From: Lane, Stephen
Sent: Thursday, December 22, 2011 11:29 AM
To: Willis, Thomas C
Cc: Biddlecome, William J SAW ([e-mail]. mil); Ward, Garcy
Subject: RE: Bridge # 20 in Bertie County Permit Drawing Revision
Attachments: DOC 122211. pdf
Hi Clay,
Please find attached a modification of CAMA GP#57912 to allow an additional 111 sq. ft. of
riprap at the Bridge #20 project in Bertie County. Let me know if you have any questions or
if I can be of any further assistance with this project.
Sincerely,
Stephen Lane
Coastal Management Representative
-----Original Message -----
From: Willis, Thomas C
Sent: Monday, December 19, 2011 8:34 AM
To: Biddlecome, William J SAW (William.J.Biddlecomeousace.army.mil); Ward, Garcy; Lane,
Stephen
Subject: Bridge # 20 in Bertie County Permit Drawing Revision
Bill, Garcy, Stephen
The Bridge department decided to modify the plan just slightly. At site 1 on this drawing
they elected to use rip -rap instead of a vertical sheet pile shoulder protection. This
resulted in a change of Ill sq. ft. of additional fill (rip -rap) in what was originally shown
in the hand cleared area at site 1. This change is shown on the attached plans. I also
included the old plan for your comparison.
If you guys need anything else on this let me know. We are having a precon on this bridge on
Wednesday.
CAMA GP 2300 # 57912 issued 8-2-11
COE NW 3 SAW-2011-00250 issued 8-8-11
DWQ - corresponding 401
Thanks,
Clay
NCDOT Division One
Environmental Supervisor
252-339-0112
tcwillis(@ncdot.Bov
1

N
M
V
CYNTHIA HARRELL JERNIGAN STREAM &
WETLAND IMPACTS BEASLEY FARMS INC
NOTES
EXISTING BRIDGE No.20
25'-1'CLEAR ROADWAY
SPANS: 1015'-6',3 015'-0•, 1015'-6'
TIMBER FLOOR / TIMBER JOIST
END BENTS & INT.BENT-
DB 861 PG 884
O
92'-6•TOTAL LENGTH
DB 522 PG 589
PB 3 PG 82
2
7gM:BM10
RR SPIKE IN 36.OAK
68.47'LEFT OF -L- STA. IS+96.76
ELEV. 23.95
1) MODIFIED METHOD II CLEARING
AND GRUBBING (5 FT. FROM
ALONG LONG CHORD
TIMBER CAPS ON TIMBER PILES
SITE I
31'-211A
30'-1% • 31'-2� '
SITE 2
TI
SPAN `A''
SPAN "
SPAN'C'
WOODS 1�'
CONSTRUCTION LIMITS)
N PAV M N N APPROACH
S A.12+8 ,0 -L- WOODS S A.I4+09.72 -L-
/ END PAVEMENT_
+
_ y,�
2) B ER T I E # 2 0 WILL REQUIRE IN -WATER
iY MODIFIED CONC.FLUME CLASS '8'STONE
TA .14+57.27 -L- (PC)
BRIDGE
/W`-0
MORATORIUM
iY 2 ToW/7 S.Y.
LINED ROITCH"SEE DETAIL
_
+/ , _ _
A�.,l +
Y i
3) STONY CREEK IS A BLUE LINE
� FILTER FABRIC
��,
� , _ � SSMH _
EXISTING SAN.SEWER
BRIocE"'20
g2_ �'� ' E _-
STREAM SHOWN ON THE P O W EL L S V I L L E
iY iy ly �,
(REMOVE)
e
/ F 5e'E
FS
USES QUAD MAP
WLB-
Ee1_p
_
----
_______
4) LOCATED IN A CAMA COUNTY
-FSS 6'PVC 55MH
F _________-
_
_
-
-TO SIR 123T
-
_______-_____
___________________
E SURVEY -L-
� ______F_
_
i
�
-
- - -GUT�ERBER P
VI/
F
EXCAVATION 640 9F
_____ ___________ __
S 6q'56'06'E
SR 1235 (CENTER GROVE ROAD, 20, BST EXTENDED
___ __-__-______LONG CHORD
____ ___ _____
-_____ -
Bl-B
0.00'00'
0 LONG
i I i
g _
_ --
EXTENDED.__----""•
_ ._LONG CHOR
_
-
/
/
/
DEtLy�l'�F�IN�iND
- - _
EXISTING RAW -'-- _- _- -
HORD'-
_ ______1
CHORD
_ _-____
..
# :
_ /
DEN07�g FILL IN
F F WETLAND
G.R. ANCHOR
(TYP. U.O.N.)
y
EXISTING WATERLINE WOODS � �'-----
2' OR LENGTH
ASHLEY W. 1THOMAS,829 HEIRS - 68'-9• ORK POIN Nk
/
DB 641PG B29 OYP') W
STA. 14+20. 3 -L�
3
(+)1.1203% (N0.3000% (-l1.0T10%
STA. 12+87.00 STA. I4+OT.00 STA.15+27.00 STA. 16+27.00
ELEV. 25.68 ELEV. 27.02rr ELEV. 27.38 ELEV. 26.31
r• GRADtZATA
A � -L- (235)
j
FILL FACE END BENT I
U
�
g�
STA.
2X'BT.00 -L-
8 IN APP OACH SLAB
HP
GA
ct
CUT OFF
TIMBER I
AT ELEV.
(TYP.)
WUKK PU1N1 L 1 �T
STA. 14+51.89 -L- WORK POINT 3 I
STA. Iq+82.09 -L-
STONY CREEK
PLAN
SCALE
20�.
DENOTES GEO-TECH BORE HOLE LOCATIONS.
IK DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N.- UNLESS OTHERWISE NOTED
FOR PAVEMENT & R/W LAYOUT SEE
"ROADWAY DETAILS" SHEET.
WOODS v
1 _lp�>•+ SLOPE STAKE LINE
SLOPE
P.1
1 WORK ISpp«IT0INTf9 q-L-
SITE 3
�3TA.
TOE PROTECTION CYNTHIA HARRELL JERNIGAN O
SEE DETAIL 'A',
"ROADWAY DETAILS" SHEET DB 861 PG 884
1 STA
A. S+
w RK
FILL FACE END BENT 2
+
STA. 14+67.00 -L N A OA H ILAI
100 YEAR
HIGH WATER
ELEV. 25.1
15-00
13+00 14+00 PROFILE ALONG C SURVEY
BY : DATE : B BY DATE :
SCALE : 1" = 20'
:
A RIP RAP CLASS II ( 2'-0" THICK )
ENO BENT No.l 45 TONS
END BENT No.2 40 TONS
TOTAL 85 TONS
FILTER FABRIC FOR DRAINAGE
END BENT No.1 50 S.Y.
END BENT No.2 45 S.Y.
TOTAL 95 S.Y.
WETLAND
IMPACTS
HAND
CLEARING
SITE 1
249 SF
349 SF
SITE 2
0 SF
21 SF
SITE 3
271 SF
349 SF
TOTAL
520 SF
719 SF
PROJECT NO. BD-5101A
BERTIE COUNTY
STATION: 14+67.00 -L-
--------------
REPLACES BRIDGE NO.20
DEPARTMENT�E OF TRANSPORTATION
AUETa
ITYP.1
RIP RAP
W/
48RIC ® DENOTES UNCLASSIFIED STRUCTURE EXCAVATION
BRIDGE ON SR 1235 OVER
STONY CREEK
BETWEEN SR 1237 & US 13
t6+oO
I-
}MULKEY
30'-10"CLEAR ROADWAY - 901SKEW
REVISIONS
SKEET NO.
P�®OE��� ®NAtlNl�O
�" 4,e,•r
IK,
wrt.
l
1111 LA
12/B/11
w 14T pE {01 WKIIMICTIOK
Q
1
29

CYNTHIA HARRELL JERNIGA STREAM & WETLAND IMPACTS BEASLEY FARMS INC reM: BM10 NOTES
EXISTING BRIDGE No.20 DB 861PG 884 DB 522 PC 589 RR SPIKE IN 36'OAN 1) MODIFIED METHOD II CLEARING
SPAN CLEAR ROADWAY '-6'TOTAL LENGTH qwl
3 PG 82 68.47'LEFT OF -L' STA. 15+9fi.76
SPANS: 1 n. IS'-6', 3 G) IS'-0'. 1 N IS'-6` LL DACE-TO-Fi[[-FA ELEV. 27.95
TIMBER FLOOR /TIMBER JOIST ALONG LONG CHORD AND GRUBBING (5 FT. FROM
ENO BENTS 6 INT.BENT- I STEEL SHEETTIMBER CAPS ON TIMBER PILES 31'-2'/' 30'-1% 31'-21-w PLES (PTLCONSTRUCTION LIMITS)
ALL NO. 3
S AN 'Al AN ' ' SPAN 'C' WOODS 1'
BEG N PAVEMENT ACH S A I„
-L- WOODS STA. 14e T - I END PA. / #
_ ILL REQUIRE IN
/��•-" 21 BERTIE 20 W
-' STA.I4+ST.21 -L• (PC) BRIDGE / ND AP OA N A \ ` / Ai.B MORATORIUM
:y'•_ MODIFIED CONC. FLUME CLASS 'S' STONE - - A 1
' - LW TURF STONE
INED DITCH SEE DETAIL 2 TONS W/7 S.Y. .1. '� _ �.� sfss : 3) STONY CREEK IS A BLUE LINE
FILTER FABRIC SITE 2 1 ssMN
STEEL SHEET i
PILE$ EXISTING '1� `� STREAM SHOWN ON THE POWELLSVILLE
EXISTING SAN. SEWER T WALL NO.1 BRIDGE -20 )� '- 0 E. _
i
�._ (REMOVE) --
• •• F ,_-' ,, USGS QUAD MAP
E:XfSTIN R ..-- 1'7L8- �Eel-A (: •.r �rf --� W3°2 .ru ..� �
- 4)LOCATED IN A CAMA COUNTY
FSS 6' PVC
FS
To sa 1
--- -- ----- ------ - - -- -----SHLoa. BERM t 9 - EXCAVATION 526 SF
- GUI TER (TYP pwl 2 7i� / /
C. SURVEY -L• BI- '
5 64 °56. 06'f - 1235 (CEN ER GR R -'/ B/ � � ® DEND HAND
OVE CL iJ6
N
_ SR
- F __ ___ "TO LONG B2- _ i
J- �K xoao. _ -' _ _ _ _ = ' _} ..,%` ' DENOWETLANOL IN
EXISTING R/N - CHORD 6, F ..i WOODS
TY _ PE-350 1
G.R. ANCHOR F J v
(TYP. U.O.N.) ( P -
- Y SLOPE STAKE LINE
S A. 14+ N t- ". Y - (TYP.)
WOODS STEEL SHEET A / -L_ SITE 3 WETLAND HAND
EXISTING WATERLINE �. -- PILES SPECIAL CUT DITC STEEL SHEET CYNTHIA HARRELL JERNIGAN O IMPACTS CLEARING
WALL NO. SEE DETAIL `A'. DB 861PG 884
-` GR LENGTH "ROADWAY DETAILS" PILES
SHEET WALL N0.9 CLASS II RIP RAP
ASHLEY W. THOMAS, HEIRS ITYpJ 9' �� W/ FILTER FABRIC
DB 641PG AS, WORK P NT L STONY CREEK (TYP.)
PLAN SITE 1 138 SF 360 SF
EXISTING U7 IT EI TO BE
RELOCATED HER$
SCALE :1" = 20'
•� -
0 DENOTES GEO-TECH BORE HOLE LOCATIONS.
#1 DENOTES TYPE III GUARDRAIL CONNECTION REO'O.
1.)1.I203X (+)0.3000% (-11.0T10%
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
STA. 12-97.00 STA, 14+07.00 STA. 15+27.00 STA. 16.27.00
ANCHOR UNITS.
ELEV, 25.68 ELEV. 27.02 ELEV. 27.38 ELEV. 26.31
U.O.N. - UNLESS OTHERWISE NOTED
FOR PAVEMENT 6 R/W LAYOUT SEE
DATA
"ROADWAY DETAILS" SHEET.
-L- ((SSR 1275)
LSITE 0 SF 21 SF
271 SF 349 SF
409 SF 730 SF
NOTE: AT THE BACKFACE OF THE STEEL SHEET PILE
4+ STA. 5+ -l- WALL THE ROADWAY FILL SLOPE IS TO BE
W RK POIN l WO�OINT 3 GRADED TO AN ELEVATION OF 0.5 FEET BELOW
j FILL FACE END BENT I C BENT 2 FILL FACE ENO BENT 2 THE TOP OF THE STEEL SHEET PILE WALL.
STA. 144- .93 - - PROJECT NO. BD-5101A
BERTIE 8 N P V M NL TA 4+A PROACH LAB I END APPROACH SLAB S A. PA+EM NT COUNTY
1 t STA. 14-67.00 -L-
N.w.s. 14+67.00 -L-
4o O �� I I STATION:
ELEV.20.5I
- - 14/21/10)
30 Q _ ____ 2
REPLACES
20- HP 12 X 53 s:• ar xon. roam.
V T-STEEL PILES - -��, v /` (TYP.) OEPARTMENT'OF TRANSPORTATION
10 V 'FC. (TYP.( 77% .auM
' 1 / LASS II RIP PAP
W Q CUT OFF EXIST. l4 % 73 / FILTERKFABRIC DENOTES UNCLASSIFIED STRUCTURE EXCAVATION
Q TIMBER ABUTMENT STEEL PILES L100 YEAR ITYP.1 ® BRIDGE ON SR 1235 OVER
AT ELEV.21.4 (BATTERED) HIGH WATER STONY CREEK
(TYP.) (TYP.) ELEV. 25.1
BETWEEN SR 1237 & US 13
13+00 14.00 15+00 16+00 30'-10"CLEAR ROADWAY - 90°SKEW
1 �y9�qp �MLJLKEY
S ������ ��Ala 1Ntl „.�.�.:.Y. 1 PEVISIOg15 6MEEi LID.
PROFILE ALONG SURVEY
• OP{NI1 W" : DP)E SCALE: r• = Io' IN A07 aR, roll'tI. crN�
STEEL SHEET PILES
WALL
NO,
STATION
-L-
OFFSET
TOP
ELEV.
EXISTING
GROUND
14-12.29
27.71'LT.
24.044
22.824
'
14+21.06
19.52' LT.
26.248
23.743
14+12.16
30AT FIT.
24.903
24.312
2
14+22.39
19.45' RT.
27.812
24.509
15-13.85
19.52'LT,
26.518
23.541
3
15+27.64
30.36'LT!
23.014
22.370
15+10.85
19.37'RT.
28.065
24.417
4
15+23.06
34.68'RT.
23.397
22.451

UNITED STATFg (� T�L S�RV CE _
• Sender: Please print your name, address, and ZIP-T-411n this box
N
t
NC DEPT OF TRANSPORTATION
9
DIVISION OFFICE
100
o
113 AIRPORT DRIVE, SUITE
EDENTON, NC 27932
L)
COURIER:10-51-02
ZD
lii:iei?Ii.iI ...... ..
UNITED STATES POST L C
��IJ� ^'4.-''�E .tt�'ti.-'L� :.�Y�•4� �,.�,,..�.p,_�r--�i9J��l�'n•T
• Sender: Please print your name, address, and ZI0+4 in this box •
� o
NC DEPT OF TRANSPORTATION
o q DIVISION OFFICE
113 AIRPORT DRIVE, SUITE 100
j EDENTON, NC 27932
^OURIER:10-51-02
UNITED STATES POSTAL SE
..: • .. ,ten• .
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEPT OF TRANSPORTATION c
DIVISION OFFICE
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932 o
COURIER:10-51-02 o
H 11 i
eiiili3231FceSe.i�leilli:':ii2l
13

• Complete items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery is desired. - - , --.1
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the`bai6k of the mailpiece;
or on the front if spacd 06rtnits.
1. Article Addressed to:
Beasley Farms, lhc
P.O. Bo
40�M-
CqjgPai4,NC
X
Signature A nt
- //' eW4 -❑Zddressee
B. RepOved by( Printed (Vpme) C . Date of Delivery
D. ls"86livery adjress'dfff6nnt fro,
n4iem 1? 0 Yes
If -VtS, enter deiiv&4 addresif below: 0 No
:IA
3 Mail
Receipt for Merchandise
Fee) 0 Yes
2, Article Number 7009 2820 0003 3738 3791
(Transfer from service label) -- ---
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

■ Complete items 1, 2, and 3. Also complete ,d""C
item 4 if Restricted Delivery is desired. X ❑Agent
■ Print your name and address on the reverse Addressee
so that we can return the card to you. B. Recei d by (Printe Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Is deliv ry addr96 different from item 1? Oyes
1. Article Addressed to: ISYFV enter delivery address below: ❑ NFIIT—
Ashley W. Thomas, heirs
107 Williford Road
-y
Ahoskie,& 201d 3: 'Se is
ail' ress Mail
;� ��,• '��"`'` `11e '"—B'Return Receipt for Merchandise
"y �'�",_ ,�' `'-• ,,�... es.p t79Viv�r 1 (ExtkwFee) ❑Yes
`'2'~�++ er `^"....,'.•- ` CIO9 520 :-MO03 3738.•3753
-(Transfer from service label) ---- --- - —
PS Form 3811, February 2004. Domestic Return Receipt 102595-02-M-1540

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Cynthia Harrell Jernigan
331 Center Grove Road
Ahoskie 9J,� I� O XADOd
(rransfer from service label)
PS Form 3811, February. 2004
9 2
A. Signature
x�-
B,,Riceiveq yd Printed Name 4C. Date
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: 9No
ly
s Mail
Receipt for Merchandise
n it
estpet9e'Deliu ryl (&Lra Fee) ❑ Yes
OD03 3738 3760
Domestic Return Receipt
102595-02-M-1540

9J�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
August 3, 2011
NCDOT
c/o Clay Willis
113 Airport Dr., Suite 100
Edenton, N.C. 27932
Dear Mr. Willis:
James H. Gregson
Director
Dee Freeman
Secretary
Attached is General Permit #57912C to construct a 33' X 92' long bridge to replace the existing 26' X 76' long
bridge on SR 1235, in Ahoskie, North Carolina
In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and
return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit
copies are not returned to this office before the initiation of development, you will be working without
authorization and will be subject to a Notice of Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
t .
Stephen Lane
Coastal Management Representative
rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
Naturally

a wSLATE
CV IV W
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Beverly E. Purdue
GOVERNOR
July 19, 2010
Stephen Lane
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Dear Mr. Lane,
Gene Conti
SECRETARY
The North Carolina Department of Transportation is requesting the issuance of a
General Permit .2300 for the replacement of Low Impact Bridge # 20 in Bertie County.
The bridge is located on SR 1235 approximately 1.65 miles west of the intersection of US
13. The bridge spans Stony Creek, which is a tributary to Ahoskie Creek. Ahoskie Creek
is classified by DWQ as class "C, NSW" waters. Bridge # 20 is currently a wooden
structure with a timber deck that is 76 ft. long by 26 ft. wide. This structure will be
removed using NCDOT's guidelines for bridge removal. The proposed bridge will be
replaced on its existing alignment. The new bridge structure will be 92' in length by 33'
wide and built with precast cored slab concrete deck, concrete piles and concrete end
bents. Jurisdictional wetland and surface water impacts have been minimized, resulting in
0.007 acres of permanent wetland impact and 0.016 acres of temporary wetland impact,
due to hand clearing for erosion control installation and maintenance. An off -site detour
will be utilized during construction. This bridge is following the Low Impact Bridge
Process established by FHWA, NCDOT and Regulatory Agencies.
Included with this letter are the location map, permit drawings, MP-1 form and
Low Impact Data Sheet. If you have questions please call me at [phone].
Sincerely,
Jerry Jennings
Division One Engineer
Clay Willis
Division One Envi nmental Officer
113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Low Impact Bridge # 20 on SR 1235 (Center Grove Rd.)
Bertie County
r
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I I I I I I I } I

I
TIP NO
BD-5101A
2
WBS Element No.
45347.1.2
3
Countv
Bertie
4
Bridge Number
20
5
Description
Bridge is 76 feet long by 26.2 feet wide and has timber joists
with a timber deck and asphalt wearing surface, timber piles,
caps, and vertical abutments. Posted 41-ton weight limit for
single vehicles and trucks.
6
Stream...................
Basin
............ .................... ............. _................... . - - --- _ ----
Classification
................................................... .................__.....-- - --
SIN
Type
................................. -.._._._.._._._...__.._._..__..._._...._.__.....
Size
Chowan Basin
......... - —.1.__. .................8 d!.9...i..t....H UC..._03010203
Class "C, NSW"
_._......_._.._.._.._.._..........................................._................................................................._....__._...__.._..------._._...- - -
5-14-1-6Stony .. .................................. ...._..._.._._——_...._._
Inland/Warm
--..__..__....---..._.........................................................................._..._..._............................._.........._._...----._._._..—.---- -
Approximately 65' wide x 9' deep
7
8
9
10
11
Existing
Structure_..........._..__._..__....._--
Type
..-..
--..----._._..__......._._.- -----._ . ..__.--
Size
Suff. Rating
Timber joists with a timber deck and asphalt wearing surface,
-- -- timber piles, caps, and vertical abutments _
76 feet long by 26.2 feet wide (spans are 1 @15.5', 3@15',
—...._
- ......_�..Ccr��..5.b')............_........................................
Bridge has a sufficiency rating of 33.9 out of 100; Structurally
Deficient
12
13
14
Proposed
Structure
Type
Size (width out -to -out)
................._Core slab bridge __._._.______.._..._-----.................
92'6" long X 33' wide
15
16
Stream........................................
USACE Impacts .(_L_F)_..... _.
NCDWQ Impacts LF
___------- .--._._......38..0-------_
38.0
17
18
Wetlands
USACE Impacts (AC)
..._....................._..._._-._..._...._................._..._....._..._..._............._......_...-.
Non 404 Impacts (AC)
....-..-_.._............ .... ..
CAMA Impacts (SF)
0.007
------_.._—_..---..._......_.._....._......._.._..._..__..-_._.
N/A
--- - - —-- - -..................... .............. _..-...-------._._._........,......---.._.�
None
19
20
21
NC DWQ Buffers Impacts (SF)
Project is not within a Buffer Basin; therefore Buffer rules do
not aoDIv
22
Buffer Application Required >40 ftY/N
N/A
23
State Stormwater Permit Required Y/N
No
24
T&E
Habitat
habitat present.
25
Species Present
N/A
26
Bio Conclusion
No Effect
27
Moratorium
Type
Fish Spawning Moratorium
28
_.._..._..__._.__-
Dates
_-Anadromous — _..._....__�
February 15 through June 30
29
Trout Waters
Native/Hatchery___
N/A
30
--------- --
Trout Species Present
--- -._..._.......... .... ..... ---..._.. ---._........._.__..._
N/A
31
Trout Conditions (Y/N
.__.._.._...._`._..... _......_...._._.
N/A
32
WRC Reviewer
N/A
33
CAMA
AECs
Public Trust Waters present; CAMA permit required
34
Essential Fish
Habitat Y/N
No
35
Nay.
Opening
26"1" wide x 4'5" high
36
USCG
Permit
None
37
Historic
Properties
No Further Survey Required
38
Archaeological
Resources
No Further Survey Required
39
Tribal
Lands
None
40
4(f)
Resources
None
41
6 [LWCF]
Resources
None
42
Wild and
Scenic River
None
43
Federal
Lands
None
44
TVA
Area
None

1
TIP NO
BD-5101 A
2
WBS Element No.
45347.1.2
3
County
Bertie
4
Bridge Number
20
45
1 FEMA
Buyout
None
46
FEMA
Flood Study
Limited
47
USTs
Haz Mats
None Observed
48
Relocatees
None
49
Location
LAT
......................................................................................................................................................................
LONG
36°..._�._3'_.35.._9...._............................ _.
........................._........_..---...._......._........
76° 58' 5.5"
50
51
Project Comments
Above ground utilities are located within proposed ROW.
BD-5101 B includes 345.0 SF of USACE open water impacts in addition to the USACE wetland impacts nc
Completed by:
ng
Division Environmental

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N.C. Department Of Transportation
Project Name (if applicable)
Bridge # 20 on SR 1235 (Center Grove Road)
Applicant 1: First Name
Clay
MI
Last Name
Willis
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
113 Airport Road, Suite 100
PO Box
City
Edenton
State
NC
ZIP
27932
Country
Phone No.
252 - 482 - 7977 ext.
FAX No.
252 - 482 - 8722
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
2 5 2 - 8 08-2808 ., 1.8 8-4 1A T

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Bertie
SR 1235 0.16 miles west of the intersection with US 13
SR 1235
Subdivision Name
City
State
Zip
Powellsville
NC
27910 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Chowan
Stony Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Chowan River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes NNo
work falls within.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
100,
18000
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 ❑NHW or ®NWL
e.
Vegetation on tract
Various roadside grasses on the maintained road shoulder. The adjacent wetland contains freshwater riverine wetland
species,such as Taxodium distichum, Nyssa aquatica, Carex spp., Polygonum spp., Saururus cernuus, Impatiens capensis
and other species associated with riverine wetlands.
f.
Man-made features and uses now on tract
SR 1235 Center Grove Road
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent land use is primarily in woodland, row crop agriculture and rural residential.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No (DNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? NYes ❑No
(ii) Are there coastal wetlands on the site? ❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? NYes ❑No
(Attach documentation, if available)
25 -8 8- 888 1.888- R AST ,. www.necoastaimanagemerit.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
None
existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will provide reliable and safe transportation along SR 1235
by replacing an existing bridge crossing over the Stony Creek. Once the bridge is replaced the roadway facility will continue
to provide connectivity and safe access for the traveling public living and traveling through this area of Bertie County.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The bridge will be replaced using top down construction techniques utilizing precast concrete structures (piles,caps,deck).
The new bridge will be replaced on its existing alignment, with additional length and width to allow for current design
standards and safety improvements. The bridge will be constructed using a crane, excavator, dumptrucks, pavers and
various other types of equipment.
d. List all development activities you propose.
The existing 76' long x 26' wide bridge will be entirely removed using NCDOT guidelines for bridge removal. The new bridge
will increase the horizontal floodway by extention to a 92' long x 33' wide bridge. The new bridge will consist of 3 concrete
spans supported by concrete end bents and girders. This bridge will be replaced on the existing alignment, causing a
temporary road closure. Traffic will be detoured along available routes. Wetland Impacts have been avoided and minimized
to the maximum extent practicable. The resulting impacts are 409 sq. feet of permanent wetland impacts and 730 sq. feet of
temporary wetland impacts associated with hand clearing for erosion control device maintenance area. Approximately 526
sq. feet of bridge approach fill will be restored to flood lain elevations as shown in the bride profile drawing.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of an existing bridge.
f. What is the approximate total disturbed land area resulting from the proposed project? 12000 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff from the paved roadway of SR 1235.
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
-808- .. 11-8 -4R A T

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Cynthia Harrell Jernigan
Phone No.
Address 331 Center Grove Road
Ahoskie. NC 27910
Name Beasley Farms, Inc
Phone No.
Address P.O. Box 38
Colerain, NC 27924
Name Ashely W. Thomas, Heirs
Phone No.
Address 107 Williford Road
Ahoskie, N.C. 27910
Name
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 7Print Name _Clay Willis, Environmental Officer
Signature �f , G✓ ��'
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
2 2- 0 - 08 ,. 1- -4 ST . www.nccoastafmanagement.net

applicant:.�—
Dat, e:—.�-�
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat (`lame
DISTURB TYPE
Choose One •
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
ternp impacts)
FINAL Sq. Ft,
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
ternimpacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
1 /
Dredge ❑ Fill ❑ Both ❑ Other 0
r -1
:t-
�(� tf h ¢'�F �•
Dredge ❑ Fill Both ❑ Other ❑
L.e. u,
�i � \1VLO—�
Dredge ❑ Fill ❑ Both ❑ Other [
�� O
Dredge ❑ Fill Q"Both ❑ Other ❑
[i f
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other Cl
4a ; ^1r•?7�,' ., 5 ..0 0AS7+a �r___.. ,:a!t�asa:7. •:zr:: +5y1_r..�t :i:::a..7. �:)'r':'t; 1,

z
0
I�■
EXISTING BRIDGE No. 20
25'-l"CLEAR ROADWAY
SPANS: 1 0 LS' 6", 3 0 15'-0". 1 Gil 15'-6"
TIMBER FLOOR / TIMBER JOIST
END BENTS & INT. BENT -
TIMBER CAPS ON TIMBER PILES
CYNTHIA HARRELL JERNIGAN STREAM & WETLAND IMP A C T S BEASLEY FARMS INC TBM: BM10
D8 861 PG 884 DB 522 PG 589 RR SPIKE IN 36" OAK
92'-6" TOTAL LENGTH . _ PB 3 PG 82 68.47' LEFT OF -L- STA. 15+96.76
331 CO_Ater &ro t �9, )"ILT A ACC ELEV, 23.95
ALONG LONG CHORD STEEL SHEET
ptho7kie, NC I PILES P.o.6ox 38 GolefAU'\_) 1J.C, a a�
a,.lq 10 - 30'-1/2, 3F-2/4" STA. 16+51.51 -L- (P
SPAN `A' SPAN 'B' SPAN `C' WALL N0. 3
BEGIN APPROACH SLAB WOODS
WOODS STA. 14+0 . T - i ! END PAVEMENT
Q ; A. + -L- \ - / ; _ I
MODIFIED CONC. FLUME STA. 14+57.27 -L= (PC) T /APPROACH
CLASS 'B'STONE END SLAB
W/ TURF STONE 2 TONS W/7 S.Y.-
LINED DITCH. SEE DETAIL FILTER FABRIC
�,.
EXISTING SAN.SEWER
EXISTING R%W-_►{LB-
M$ - �-�--
FSS 6'PVC
_ o .TO SR 1?��- -------- -- --- -------- - - - - -- -
SURVEY -L- I
_____w._`------------------J_/
EXISTING R/W \ 7��
TYPE-350
t
NCHOR-
.:. - .
(TYP.UON)
Lam
WOODS
EXISTING WATERLINE
GR LENGTH
ASHLEY W. THOMAS, HEIRS (TYP.) 68'-9" !
DB 641 PG 829 woRK Po NT
STA.14+20. 3 -L-
lo} V.I�tlt�cra Ra,
p �oS�l` EXISTING UT IT ES TO 8E
N C RELOCATED HERS
Q4910
STEEL SHEET
PILES
WALL NO. 1
E81-A
4r.
----
V
DNG
STA.15+24.34 -L- / /, / 6' SSA
SITE 2 _ 1 = \� -� . SSMH
ISTING
'IDGE 420
EMOVE)
F 1o2A1
EB2`
FSS / -
- T - - - - s _ - - `SFILDR. BERM " gT
1 GUTTER (TYP Rppp) 2O Bl .
1 SR 1235 ICENTER GROVE r �i
Ll POINT 2
'STA. 14+51.93 -L- DINT 3 \
STA, 14+82.06 -L-
STEEL SHEET
PILES SPECIAL CUT DITCH -
WALL N0. 2 SEE DETAIL `A'.
"ROADWAY DETAILS"
SHEET
STONY CREEK
(+1t.12O3% (+)0,30007. (-)1.0710%
STA. 12+87.00 STA, 14+07.00 STA. 15+27.00 STA. 16+27.00
ELEV, 25.68 ELEV. 27.02 ELEV. 27.38 ELEV. 26.31
40
30
20
10-
GRADE DATA
-L- (SR 1235)
J IA. 1`Ir/U.l.) -L-
WORK POINT I
FILL FACE END BENT 1
_ STA 4+09.72 -L-
BEG N APPROACH SLAB
HP 12 X 53
STEEL PILE
IT YP.)
CUT OFF EXIST,
TIMBER ABUTMENT
AT ELEV.21.4
(TYP.)
Z, IA. IW+I3.Z7 -L-
STEEL SHEET
PILES
WALL NO.4 CLASS II RIP RAP
W/ FILTER FABRIC
(TYP.)
PLAN
SCALE : l" = 20'
DENOTES GEO-TECH BORE HOLE LOCATIONS.
DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N. - UNLESS OTHERWISE NOTED
FOR PAVEMENT & R/W LAYOUT SEE
"ROADWAY DETAILS" SHEET.
+i/F
,• `.o'. WOODS -
SLOPE STAKE LINE
(TYP.)
SITE 3
CYNTHIA HARRELL JERNIGAN
DB 86IPG 884
STEEL SHEET PILES
WALL
NO.
STATION
-L-
OFFSET
TOP
ELEV.
EXISTING
GROUND
14+12.29
27.71' LT.
24.044
22.824
t
14+21.06
19.52' LT.
26.248
23.743
14+12.16
30.42' RT.
24.903
24.312
2
14+22.39
19.45' RT.
27.812
24.509
15+13.85
19.52' LT.
26.518
23.54L
3
15+27:64
30.36' LT.�28.065
014
22.370
15+10.85
19.37' RT.
24.417
4
15+23.06
34.68' FIT.397
22.459
S A. i4+B2 06 -L- STA. 5+ 3.29 -L-
WO K POINT 3 W (POINT 4
rL BENT 2 FILL FACE END BENT 2
STA.14+51.93 -L-
BENT 1 I2
STA. + 34 -L-
STA.14+67.00 -L- END APPROACH SLAB
N.W.S.
ELEV. 20.5
(4/21/10)
-_____
11 II 11 IV
(TYP:)
/ CLTHICKIWRIP RAP
�-HP 14 X 73 / FILTER FABRIC
STEEL PILES L100 YEAR (TYP.)
(BATTERED) HIGH WATER
(TYP.) ELEV.25A
13+00 14+00 15+00
PROFILE ALONG C SURVEY
- DATE a . SCALE : I" = 20'
- DATE
NOTE: AT THE BACKFACE OF THE STEEL SHEET PILE
WALL THE ROADWAY FILL SLOPE IS TO BE
GRADED TO AN ELEVATION OF 0.5 FEET BELOW
THE TOP OF THE STEEL SHEET PILE WALL.
® DENOTES UNCLASSIFIED STRUCTURE EXCAVATION
NOTES
1)MODIFIED METHOD II CLEARING
AND GRUBBING (5 FT. FROM
CONSTRUCTION LIMITS)
2)BERTIE #20 WILL REQUIRE IN -WATER
MORATORIUM
3)STONY CREEK IS A BLUE LINE
STREAM SHOWN ON THE POWELLSVILLE
USGS QUAD MAP
4)LOCATED IN A CAMA COUNTY
`--
EXCAVATION = 526 SF
®
DE COLEARING ND
F F
DENOTES FIbL IN
WETLAN
WETLAND
IMPACTS
-r FE M
HANG
CLEARING
SITE 1
138 SF
360 SF
SITE 2
0 SF
21 SF
SITE 3
271 SF
349 SF
TOTAL
409 SF
730 SF
16+00 �=MULKEY
OO IOT UIE FOR COIOTIV0011
PROJECT NO.
BERTI
STATION:
BD-5101A
E COUNTY
14+67.00 -L-
REPLACES BRIDGE NO.20