40163_NC DOT_20041122

f
1-` CAMA 'DREDGE &FILL 63.8
GENERAL PERMIT/
Previous permit #
tNew iJModification ❑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 On R . Y%/ LT
❑ Rules attached.
Applicant Name---- �( Project Location: County ;''L if c.: i�yl_.
Address er{i) Street Address/ State Road/ Lot #(s) �(
Cityuy-&qyf�) _ State N(- ZIP -2 A AJ6VZ t� !
Phone # (�) �K 1- '14('17 Fax # ( ) Subdivision
Authorized Agent L LA City (ri NlA s 4, z_ ZIP 2 s
Affected rl CW ❑ EW PTA ❑ ES [ PTS Phone # O River Basin
OEA ❑ HHF ❑ IH ❑ USA ❑ N/A
AEC s : Ad'. Wtr. Bod .ttlj.. -- f �. 1�. nat' man unkn
O ❑ PWS: ❑FC: 1 Y Yit i1 t l l )
ORW: yes / no PNA yes / no ? Crit. Hab. yes / no Closest Maj. Wtr. Body —
Type of Project/ Activity A r­
:-ia t l } f3E❑ (Scale:
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 ry
Other `(
C AA& A,
Shoreline Length
t(,Y.,`{
(1I' 1r.it!(Vttt `a)AJLt IS�J �llc %'%�i �f✓itJ ��� ���.��JLi
ij3a(11 i o jA,VO 71k r-V t v),
�. 1� 1?tU1S1t��
!2 (G fJ
SAM not sure yes no ---- -- - - --=------ -- --
Sandbags: not sure yes mo'
Moratorium: n/a yes hb
Photos: qes no
Waiver Attached: yes 19)
A building permit may be required by: �` = ) i rx I 1
See note on back regarding River Basin rules.
Notes/ Special Conditions +', A G141q .•I C: i "i it X ' -11 ', P, 1- r K) L+ L- i u Y, A (L- LLL Y7- r
r i tf l?GGM A- K*.A �f ;L e' v I
;
�,IAI( n,F �5 �iFj �,a�ry rrn> �i�� Rrrrurl�� Dly��tl
Agent or Applicant Printed Name ;
Signature " Please read compliance statement on back of permit
Application Fee(s) Check #
Permit Officer's Signature „ j 4 •11 p y , �k 1
9�u2fA,14 Ow. n,I t"
IssTate DExpiration Date
riT f? ft 1` 6 )-)A7 Y
Local PI na in ng Jurisdiction 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 L_I 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 (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico 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
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastaimanagement.net
Revised 10/05/01

C/
PI Sto 8+63J3
p
= 20' 45' 03.6' (LT)
D
= 8' 36' 34.4'
L =
241.02'
T
= 121.85'
R
= 665.49'
O
RECEIVE®
NOV 2 2 2'U A
coAIEIMEW
EuzB—CAETH
I
STA.6+50 -L-
CONSTRUCTION
L
` (TYP.)IMITS
92
� o
EXISTING BRIDGE CONSISTING OF: \ \
3 CJ 40'PRESTRESSED CONCRETE COREDSLADS,
P,P.C. CAPS & H-PILES, IS TO BE REMOVED.
PROPOSED PE
24'RCP
BEGIN GUARDRAL
STA.8+73 -L- +/- p REMOVE
EXISTING
24" RCP, -
RELOCATED 12'
ASPHALT DRIVE
(SEE DETAIL)
P1,,w,P Wes?'
(�
�5 D- s M0.`\Of lJ.
GalcS, N)r- a�g37
� O
o
FEILD
DETAIL 'B'
RIP RAP AT EMBANKMENT
( Not to Scale)
Ditch —� !.5
Grade 4
Est.3.5 Tons 3�
Type of Liner = TYPE 'B' RIP RAP
W/ FILTER FABRIC
ASPHALT ORIVEWAY TYP.
12'-O' (DRIVEWAY)
6' 0" 6'-0'
ASPHALT WEARING I 3`SF-9.5A
SURFACE SLOPE IMIN.)
/4'PFR FOOT
(TYP.)
I
lr �1
6'COMP. A.B.C.
1
SPECIAL CUT BASE DITCH
W/ CLASS 'B' RIP RAP
LINED W/ FILTER FABRIC
SEE DETAIL 'A'
EST.30 TONS
EST.42 SY F.F.
W.P. -1
STA. 9+88.836 -L-
END APPROACH SLAB
STA.9+77.836 -L-
BEGIN GUARDRAL
STA. 8+83 -L- +/- - - -
\ \ _ TYPE 35
s_s�•,s
'SPECIAL CUT BASE DITCH
W/ CLASS 'B' RIP RAP
LINED W/ FILTER FABRIC
SEE DETAIL 'A'
EST.30 TONS
EST.42 SY F.F.
PAVEMENT
REMOVAL
/
C2
PI Sto 12+29.38
p
= 0' 14' 5/.l' (LT)
D
= 0' 03' 27Z
L =
430.19'
T
= 2/5J0'
R
= 99,572.54'
WOODS
46'-1%6"
7� E81A _
PLAN
( I
spa I`
NOTES
1. THE QUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL
3. PILES FOR END BENT No.1 AND 2 SHALL BE DRIVEN TO A MINIMUM
NUMBER OF TONS OF EACH CLASS OF RIP RAP WHICH HAS BEEN
BEARING CAPACITY OF 45 TONS EACH.
INCORPORATED INTO THE COMPLETED AND ACCEPTED WORK THE RIP
4 PILES FOR BENT No. 1 AND 2 SHALL BE DRIVEN TO A MINIMUM BEARING
RAP WILL BE MEASURED BY BEING WEIGHED IN TRUCKS ON CERTIFIED
CAPACITY OF 90 TONS EACH.
PLATFORM SCALES OR OTHER CERTIFIED WEIGHING DEVICES. THE
QUANTITY OF RIP RAP WILL BE PAID FOR AT THE CONTRACT UNIT
5. 24' PIPE STEEL PILES FOR BENTS No, 1 AND 2 SHALL EXTEND TO AN
PRICE PER TON:
NATION NO HIGHER THAN 41 FT AND SATISFY THE REQUIED TIP
BEARING CAPACITY.
PLAIN RIP RAP CLASS II (2'- 0" THICIQ WITH FILTER FABRIC
6. WHEN DRIVING PILES, THE MAXIMUM BLOW COUNT SHALL NOT
BE EXCEEDED.
END BENT NO.1 350 TONS
7. THE SCOUR CRITICAL ELEVATION AT BENT 1 AND AT BEM 2 IS 59'.
END BEM NO.2 300 TONS
THESE ELEVATIONS ARE FOR USE BY MAINTENANCE FORCES TO MONITOR
TOTAL 650 TONS
POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.
8. ADT 2000 FOR YEAR 2001,
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FHWA'S
TECHNICAL ADVISORY T5140.20 (SCOUR AT BRIDGES).
� GEO TECH BORE HOLES LOCATION
p /
0 /
/ SHOULDER BERM
I GUTTER
I
91ab"t Cooke-
2 3 0 NC S61 \,./ p p
Ahosk:e nI.C. ) O
WOODS
{ CLASS B RIP RAP
I L I W/7 S.Y.FILTER FABRIC
• { 1
142' 315 { I PROPOSED
18' RCP 6' _
BRIDGE
- - STA.10+6(
! 082
30' O" t
TYP.)-
I
•4
_
W.P.
�
-L- -I
STA.Il+31.164 -L-
� END APPRD-ACH �[A_G - •"
- -
I -
TBDI
W/.FLGR..
END GUARDRAIL
STA. 13+50 -L- +/-
�� ) STA. 14-+-5�0 ,-L-, —r
TYPE 350
o o SR 1108 BONNERS BRIDGE RD.' a w iv O rJ
B TYPE 350 _ _ 11
TYPE III - - - - -\--- - - - - --
(TYP.) 15'-0" - --
- -- -_- - - (TYPJ
/ CLASS II i
RIP RAP i
W/ F.F. /
(TYP.)L
W.P. •3
/ W.P. =2 STA.10+85.043 -L-
STA.10+34.957 -L-
CLASS B RIP RAP
W/ FILTER FABRIC
(TYP.EA. DITCH)
SEE DETAIL 'B'
24'RCP LIMITS
S
/ END CUARDRAL
STA. 12+12 -L- +/-
i
RELOCATED 12'
-ROCK DRIVE
(SEE DETAIL) 5J .r+ rL� Far r
a,1�5
FEILD AL b=t
ROCK DRIVE TYP.
12'-O' (DRIVE)
6"COMP. A.B.C.
1j
l � t
Ir �1
I
DETAIL 'A'
SPECIAL CUT BASE DITCH
( Not 'a Scale)
Natural of
Ground 2•/ 2� ,Y.Yef Fill
D Fro Slope
d
Filter Fabric B Mln. D = 1.5Ft.
Max. d = 1.5Ft.
B = 2 Ft.
Type of Liner = TYPE 'B' RIP RAP
W/ FILTER FABRIC
PROJECT NO.1B.204614.1
COUNTY HERTFORD
STATION: 10 + 60
REPLACES BRIDGE NO.55