59986_NC DOT_20120615

CAMA / DREDGE & FILL
GENERAL PERMIT Previous permit#
New Modification Complete Reissue ]Partial Reissue Date previous permit issued
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 15A NCAC
_ 'Rules attached.
Applicant Name Project Location: County
Address Street Address/ State Road/ Lot #(s)
City State ''L.'- ZIP
Phone # ( ) Fax # ( ) ' Subdivision
Authorized Agent City ZIP
Affected ❑I CW EW PTA ES PTS Phone # ( ) River Basin
AEC s : ElOEA HHF IH UBA N/A Ad'. Wtr. Body (nat /man /unkn
El PWS: FC: � )
ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
—
Other d-
Shoreline Length
SAV: not sure yes
no
Sandbags: not sure yes
no
Moratorium: n/a yes
no
Photos: yes
no
Waiver Attached: yes
no
A building permit may be required by:
Notes/ Special Conditions
(Scale: ) I
_. See note on back regarding River Basin rules.
Agent or Applicant Printed Name Permit Officer's Signature
Signature ** Please read compliance statement on back of permit
Issuing Date
Expiration Date
Application Fee(s) Check # Local Planningf urisdiction 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 I) 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:
I� 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/ 1-888ARCOAST
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)

Bridge # 66 SR 1500 R E C E", V"-;,- D
Bertie County Quadname Windsor out
0 0.5 1 2 Miles

0 1 2 4 Miles

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1523 1520
BEGIN PR J CT
1521 1519
123
1521
1542 1518
VICINITY MAP
OFF —SITE DETOUR
See Stet 1-A For Index of Sneets
See Steet 1-8 For Conventlono/ Symbols
—1-1— STA. 10 + 45.00
—JO WOODARD
V
GRAPHIC SCALES
DESIGN DATA
ADT 2011 = 1300
]
Q � �
ADT 2030 =
PLANS
DHV =
T = TTST =
PROFILE (HORIZONTAL)
DUAL =
V = 45 MPH
VPROFILE
]
I 20
CLASS = RURAL LOCAL
(VERTICAL)
SUBREGIONAL TIER
STATE OF NORTH[ CAROILINA
DIVISION OF HIGHWAYS
BERTIE COUNTY
LOCATION: BRIDGE NO. 070046 OVER ROQUIST CREEK ON SR 1500 Pe
BRIDGE NO.070066 OVER BRANCH OF ROQUIST CREEK 'Ak''
ON SR 1500
TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE S.T. Wooten Corporation
421 F Ycth `Shen Met
fleNe 100
MM MOFFATT & NICHOL
A 91No: C-1031
F .3eO.B�50
91 380.9-75
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WETLAND I
—Ll—
SR 1500
WOODARD RD.
O
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Ps' "11111
L-n N
ROQUIST
CREEK
/ I END BRIDGE
—Ll— STA. 13 + 50.5C
RKPGEJ END BRIDGE
+97.50 —Ll— STA. 16+61.30
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT BD-5101E = 0.179 mi.
LENGTH STRUCTURE TIP PROJECT BD-5101E = 0.031 mi.
TOTAL LENGTH TIP PROJECT BD-5101E = 0.210 mi.
STEWART ENGDJEERING
Far
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATF.;V
—Ll— STA. 17 + 63.
2006 STAADARD SPECIFICATIONS
BEN CRAWFORD, PE
RIGHT OF WAY DATE: PROJECT ENGINEER
JONATHAN HEFNER, PE
PROJECT DESIGN ENCDlERR
LETTING DATE: VIRGINIA MABRY
TRANSPORTATION
MANAGEMENT UNIT
NCDOT CONTACT
*.
.r n N.omtt rNroa�s .s
�T
T AL
�c
PRELIMINARY PLANS
DO NOT UM P CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE MR R/ W wroU1SmON
TO WINDSOR
END PROJEC'
—Ll— STA. 19 +
HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
o� ro
PE
ROADWAY DESIGN
ENGINEER
PR

P
BRIDGES 046 & 066
ro
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50• 0' 5a U 100' 50,
070066 BRIDGE SKETCH
I I E G
--yam .:I _.
WETLAND
IMPACTS
PERMANENT
HAND
CLEARING
TEMPORARY
HAND
CLEARING
RESTORED
FLOODPLAIN
SITE 1
511 SF
179 SF
629 SF
640 SF
SITE 2
38 SF
140 SF
116 SF
0 SF
SITE 3
456 SF
87 SF
127 SF
0 SF
SITE 4
184 SF
0 SF
0 SF
830 SF
SITE 51
7 SF
0 SF
179 SF
0 SF
SITE 6
426 SF
436 SF
759 SF
0 SF
TOTAL 1
1622 SF
842 SF
1810 SF
1470 SF
m
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070046 BRIDGE SKETCH
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JAMES HENRY HEIRS r1SR5 2p0'
DS 284• PG 177
PIN 6810-14-9408
101 I-. Potoir. L&,)!.
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me
S.T. Wooten Corporation
rjl
PROJECT REFERENCE NO.
I SHEET NO.
3E1-5101 E: 070046 /0700661�
4
xw SNEEr NO. 4
ROADWAY DESIGN
IT
ENGINEER
ENGINEER
FPRELIMIN
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PLANS
DO NOT U66 PO
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hdb4NOFFA17 h NIC
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PERMITS SUBMITTAL
NOTES:
1) #46 PROPOSED BRIDGE: OAL = 102 FEET
#46 EXISTING BRIDGE: OAL = 69 FEET
2) #66 PROPOSED BRIDGE: OAL = 53 FEET
#66 EXISTING BRIDGE: OAL = 30 FEET
���� OO 3) MODIFIED TYPE II CLEARING AND
MURIEL B. HoccARu GRUBBING (5 FT FROM CONSTRUCTION
h8 07E. PG 7? Li�iuT"�i1
FIN 681G-25-19G2 !
y 3(, 1AloccluT 1_ Iz�L,
,`;,4k7 \jr 4) LOCATED IN A CAMA COUNTY is
INSET 46 — a-ia�
SEE SHEET 6
0
tpr.;
i
I
THc
PH
- l/
/I
-
BRIDGE HYDRAULIC DATA
INSET 66 —
�
DESIGN DISCHARGE = 3000
CFS'
I T ]E j
SEE SHEET 6--
DESIGN FREQUENCY = 25
YRS
MARTHA RAS OE
DESIGN HW ELEVATION = 4.8
FT
1
GILLAM WE Y
744, PC 1&5
BASE DISCHARGE = 4929
CFS
jj �jj�j�
SI E
IN
PIN 8810-47-3855
BASE FREQUENCY = l00
BASE HW ELEVATION = 65
YRS
FT
JAMES HENRY HEIRS
08 284, PC 177
JL
O
SITE C�
rIN 6810-`I -9408
OVERTOPPING DISCHARGE = 2200
CFS
OVERTOPPING FREQUENCY= 00
YRS
Itl� �,, ?E 1`�
OVERTOPPING ELEVATION = 37
FT
rJr� a--,
7-
DATE OF SURVEY = 211012011
WS. ELEVATION
AT DATE OF SURVEY =
�
WETLAND
AND SURFACE
WATER
IMPACTS PERMIT
11
DATE OF SURVEY = 6/I5/20/I
WS. ELEVATION
AT DATE OF SURVEY = -0-3
FT
1.
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BRIDGES 046 & 066
070066 BRIDGE SKETCH
070046 BRIDGE SKETCH
PROIEa REFERENCE NO.
SHEET NO-
T
.-_ :
BEGIN BRIDGE
P0C S7Q.IZ 11T%SO
END BRIDGEEND
APP. SLAB
BD-5101E: 070046 /070066
-
POT
Sto.13+50-50
POT SN.I7-F7430 -
e f
RW SHEET NO. 4
7=—=
END BRIDGE
ROADWAY DESIGN
ENGINEER
YDR
HAUUCS
ENGINEER
POT Sta./7t6330
PRELIMIN
RY PLAN-8-1
S.T. Wooten Corporation
_
END APP. SW
-
BEGIN API SLAB
POC S7a.I24WW
PT sta. IIPOT
Sta.I346/50
BEGIN APP.SLAB
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PE
.1B6RIDGE
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PERMITS SUBAAITTA,L
NOTESu
1y#46 PROPOSED 'BRIDGE:.OAL `__ -102` FEET
'
® °Er�i1"°
GE O
�#46,EXISTINGD = 69 FEET,_
-' _ ;
DENO CA7 TION'a
FF
-
N G RID
O
- -
--BRI
BIDGGE OAL -'S3 FEET
•11
® Tr RRri�
N� 2p 7__..0
HENRY N5
�j �(
?)466 '#66 `'EXIOST NGDS E OAL, , ; 30 FEET
'� I / ��;-_-
_ p7�g I _
®. "METLAN�L IN
I
HEIRS
DS 284. PG r77
PIN 6810-14-9408
.� 1
- Z '1
O - 3) MODIFIED Tl(P,E- II CLEARING? iAND
--
_
(� `FT
MURIEL a H"'ARO FROM- INSTRUCTION I
50'' 0' 50, Inn' Icn,
1IH�
SITE
_ s e
II I' �1.�
b1L 1L h 6
LG1Ry,Ry,TUTBB1ING
we OJE. PG 73. _
PIN 68111-25-1902 ✓ I1 �' -
_
4)10C, ED'IN. A C AA -COUNTY
.-
-
I ET46 _ -- ��..-
SEE SHE -
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THC
BRIDGE HYDRAU C
WETLAND
IMPACTS
PERMANENT
HAND
CLEARING
TEMPORARY
HAND
CLEARING
RESTORED
FLOODPLAIN
T
511 SF
179 SF
629 SF
640 SF
SITE 2
38 SF
140 SF
116 SF
0 SF
SITE 31
456 SF
87 SF
127 SF
0 SF
SITE 41
184 SF
0 SF
0 SF
830 SF
SITE 5
7 SF
0 SF
179 SF
0 SF
SITE 6
426 SF
436 SF
759 SF
0 SF
TOTAL
1622 SF
842 SF 1
1810 SF
1470 SF
-
-
f
U DATA
I INSET 66 -
1
/
DESIGN DISCHARGE = 3000
CFS
I
c
SITE I
SEE SHEET
DESIGN FREQUENCY = 25
YRS
I
L
MARTHA RIVE
o i�44MPcaYiBASE
/
DESIGN HW ELEVATION = 4B
DISCHARGE = 4929
FT
PIN 8-47-3655
'
BASE FREQUENCY = 100
CFS�1I�
I�
SI E
!
i
BASE HW ELEVATION =
YRS
JAMES JL `iD
De• 284, Pc 177
3 ,
O
Tv�v' c
SI E ,
l
!
65
FT
PN eelo-l4-9�ae
J
OVERTOPPING DISCHARGE = 2200
CFS
i
OVERTOPPING FREQUENCY= CIO
YRS
_
OVERTOPPING ELEVATION = 3.7
FT
DATE OF SURVEY = 211012011
WS ELEVATION
AT DATE OF SURVEY = '12FT
__- WETLAND AND SURFACE WATER IMPACTS PERMIT WS.ELEVATIONVEY = 6//5/201/
_
_
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1 END BRIDGE 046
__ I
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K _'84 - - - K-= 63-' K'= 8U - r f Tt:. f + 1�t µ+'r a�] -. '
20
rr
45 MPH DS 45 MPH DIS 45 MPH 10 }� MPH
PROPOSED GRADE
_n_� TT r�F- rr 1' (tNQ.�00� f b �(: _ (tJ09400% - (J0.95007
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10 11 12 13 14 15 16 17 18 19 20

BRIDGES 046 & 066
m
BEGIN APP. SLAB
fW Sta.12*66_50
® DENLQEARINGND
® DEN�O7TE� EXCAVATION
F F DEN WE T LVIAENTbLL NIDN
50' 0' S0' 100' I50'
070066 BRIDGE SKETCH
E END BRIDGE
0 POT Stu. 134W3a
END APP.SLAB
PT Sta 13*19.92 POT SYn /3+6/50
5I'Jll°E 2
INSET 66
WETLAND
IMPACTS
PERMANENT
HAND
CLEARING
TEMPORARY
HAND
CLEARING
RESTORED
FLOODPLAIN
SITE 1
511 SF
179 SF'
629 SF
640 SF
SITE 2
38 SF
140 SF
116 SF
0 SF
SITE 3
456 SF
87 SF
127 SF
0 SF
SITE 4
184 SF
0 SF
0 SF
830 SF
SITE 5
7 SF
0 SF
179 SF
0 SF
SITE b
426 SF
436 SF
759 SF 1
0 SF
TOTAL
1622 SF
842 SF
1810 SF
1470 SF
070046 BRIDGE SKETCH
'= END APP. SLAB PC Sta +
1801
POT SN.17+74..30
END BRIDGE
POT SYo.l7+6J30
;GIN APP.SLAB BEG1N BRIDGE
SYa.I6+5030 POT Sta.16+6130
HIND 8y NC O,RID
N5R5 200'
SITE
SITE 3
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SITE 1
SITE
SCALE: 1"
S.T. Wooten Corporation
PROJECT REFERENCE NO. I SHEET NO.
BD-51OI E: 070046/5750661 6
R,W SHEET NO. 4
ROADWAY DESIGN HYDRAUtJCS
ENGINEER ENGINEER
PRELIMIN RY PLANS
0o NOT uss RO CO nRUC ?
` � • Wh-RAOFFA1T I N01
PERMITS SUBMITTAL
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