55647_NC DOT_20100615

❑`CAMA / ❑ DREDGE & FILL,
GENERGENE
AL PERMIT Previous permit# 34
❑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 I SA NCAC
❑ Rules attached.
Applicant Name rVC.`,, Project Location: County
Address i _�3 �� �� (yarr,%_ i''.r �� .� tr c� Street Address/ State Road/ Lot #(s)11 \
City 4- r14-zl ± r State OC- ZIP Z`1i ? Z-
�i� 4 ,-
Phone # (. , ,� 77 f I Fax # (ZSZ,I �1�z - V ZL SubdivisionJF
_ l
Authorized Agent � i I v City
Affected CW DEW [q-1sTA ❑ES [ PTS Phone # ( ) River BasinEl
AEC(s): OEA ❑ HHF ElIH ❑ UBA ❑ N/A Adj. Wtr. Body `%z r? f v o (�1 i�� (nat /m `Yunkn)
❑ PWS: ❑FC:
Closest Maj. Wtr. Body
ORW: yes / no PNA yes / no Crit.Hab. yes / no i
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 ;r
i't.
v
Shoreline Length
SAV: not sure
yes `-no
r
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
Agent or Applicant Printed Name
( / (Scale: )
M; rJ 9C PTH & c, L�, (:-
5�f;4
...�. � �: _ .., l� car ��- _ ✓
SignaturePleaseread compliance statement on back of permit
Application Fee(s) Check #
See note on back regarding River Basin rules.
Permit Officer's Signature
/Z
Issuing Date I I Expiration Date
Local Planning 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 ❑ 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

STA7F d
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Beverly E. Purdue Gene Conti
GOVERNOR SECRETARY
May 25, 2010
Jim Hoadley
Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, NC 27909
Dear Mr. Hoadley,
This letter is requesting the issuance of a general permit .2300 for the replacement of bridge # 29 on
SR 1 163 in Washington County. The existing bridge is 57 ft. long X 20 ft. wide and is comprised of a
wooden deck, cap and piles with steel girders. This bridge will be removed in its entirety. The new bridge
will be a single span concrete cored slab structure 70 ft. long X 30 ft. wide supported by two concrete end
bents on steel H-piles. The bridge will be replaced on existing alignment. The roadway will be closed
during the bridge replacement and traffic will be detoured using an existing off -site route. As proposed the
bridge replacement will result in 22. 8 sq. ft. of surface water fill. This is associated with the rip -rap
placement around the western end bent.
In conjunction with the bridge replacement an overhead power line will be relocated by placing it
underground and boring it below Ten Foot Canal. This will be done as depicted on the provided drawings.
There are no wetland or surface water impacts associated with the power line relocation. The WBS element
number for this permit is 33651.1.1. Included with this request are the MP -I, MP-5 forms, location map,
landowner notifications, and permit drawings depicting the proposed work. If any additional information is
needed please contact Clay Willis at 252-482-7977.
Sincerely,
Jerry Jennings, P.E.
Division Engineer, Division One
Clay Willis `" L
Environmental Officer, Division One
113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

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3
MARTHA
IRENE CABARRUS
DB
359 PG 399
PC
2 SLIDE IOOA
WELL
CONC PAD
O
L
CONSTRUCTION
STA.13+25.000 -L-
END GUARDRAIL-
STA. 14+33.575 -L-
14+00 _
'ol„ 25'&40'
BM5
ELEVATION = 3.99'
STATION 19+06-BL-
120' LT
WP°I
STA-15+08.575-L-
END APPROACH SLAB-
STA. 14+97.575
8 LIN.FT, -
PROPOSED 15"CAAP &
CLASS-6BIP RAP W/
MITCHELL E. EDWARDS, et ux�
DS 229 PG 52 0
DB 123 PG 299 0
�- II r 1
EXISTING STRUCTURE HAS A TIMBER DECK WITH ASPHALT WEARING SURFACE ON
TWO SPANS: 17' SPAN ON 13 TIMBER JOISTS AND 40'SPAN ON 7 STEEL I -BEAMS:
END BENTS AND INTERIOR BENT CONSIST OF TIMBER CAPS ON TIMBER PILES:
19'-2'CLEAR ROADWAY.
NOTES (FOUNDATION NOTES WILL BE REVISED)
1. DRIVE PILES AT END BENT NO.1 AND END BENT NO.2 TO A REQUIRED
BEARING CAPACITY OF 90 TONS PER PILE. THE REQUIRED BEARING
CAPACITY IS EQUAL TO THE ALLOWABLE BEARING CAPACITY WITH
A MINIMUM FACTOR OF SAFETY OF TWO.
2. DRIVE PILES AT BENT NO.1 TO A REQUIRED BEARING CAPACITY OF
100 TONS PER PILE. THE REQUIRED BEARING CAPACITY IS EQUAL
TO THE ALLOWABLE BEARING CAPACITY WITH A MINIMUM FACTOR
OF SAFETY OF TWO PLUS ANY ADDITIONAL CAPACITY TO ACCOUNT
FOR DOWN DRAG OR NEGATIVE SKIN FRICTION AND SCOUR.
3. THE ALLOWABLE BEARING CAPACITY FOR PILES AT END BENT NO.1.
GENT NOA, AND END BENT NO.2 IS 45 TONS PER PILE.
4. INSTALL PILES AT BENT NO.1 TO A TIP ELEVATION NO HIGHER
THAN -31 FT.
5. THE SCOUR CRITICAL ELEVATION P0R BENT NO.1 IS ELEVA?ION -14 FT.
SCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSS:BLE SCOUR
PROBLEMS DUR:t,G THE LIFE OF THE STRUCTURE.
6. ADT 130 FOP. )--AR 200C.
7. STRUCTURE HAS BEEN DESIGNED :N ACCORDANCE WITH HEC 18,
"VALU4TTNC "OUR AT BnIDGES", MAY 2001,
9. ALL METALL=:E` SURFAC=S SHALL RECEIVE A SEAL COATING AS SPECT_FIED
:N THE SPEC:-L R:" :S:ON FOR THERMAL SPRAYED C0471NGS
�RAI; BY: Avw /STS DATB:12A9
CRECIaW BY:JAY IA. ABRAKA DATE::249 Om, " AT DI:<D251594 05-W-2010 09125
PLAN
SCALE: V"-50')
TELE. POLE TO BE
RELOCATED
e46BY
PI Sta 16+99.96 R- CABAR
D = IT 18' 409' lRT I Qg RUS, e
D = 9'l5 r)nf-r p 2s8 PG uk
TBM *11
ELEV.6.78'
L = 206,77'
STA.15+87 -L-
T = 105-39'
29.7' LT
R = 619.4r
WP"2
STA. 15+78.825
END APPROACH SLAB
�- STA. 15+89.825
END GUARDRAIL
STA. 16+53.825 -L-
9
-• cIF p , 2S2
9. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO
ALLOW DEBRIS TO FALL INTO THE WATER AND IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
10. THE QUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL NUMBER
TO TONS OF EACH CLASS OF RIP RAP WHICH HAS BEEN INCORPORATED INTO
THE COMPLETED AND ACCEPTED WORK. THE RIP RAP WILL BE MEASURED
BY BEING WEIGHED IN TRUCKS ON CERTIFIED PLATFORM SCALES OR OTHER
CERTIFIED WEIGHING DEVICES. THE QUANTITY OF RIP RAP WILL BE PAID
FOR AT THE CONTRACT UNIT PRICE:
PLAIN RIP RAP CLASS II (2'-0"THICK)
END BENT NO.1 100 TONS END BENT NO.2 100 TONS
11. CLASS AA CONCRETE SHALL BE USED IN ALL CAST -IN -PLACE COLUMNS,
BENT CAPS, PILE CAPS, AND FOOTINGS. AND SHALL CONTAIN CALCIUM NITRITE
CORROSION INHIBITOR. FOR CALCIUM NITRITE CORROSION INHIBITOR, SEE THE
STANDARD SPECIFICATIONS, FURNISHING AND INCORPORATING THE CALCIUM
NITRITE SOLUTION INTO THE CONCRETE MIXTURE WILL BE PAID FOR UNDER THE
LUMP SUM PRICE FOR CONSTRUCTION OF SUBSTRUCTURE.
12. ALL BAR SUPPORTS USED IN THE BARRIER RALL, BENT CAPS, AND ALL INCIDENTAL
REINFORCING SHALL BE EPDXY COATED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
&DENOTES GEO-TECH BORING HOLE LOCATION,
8 8
Og-.4
SL D, 1p/S,
244 pG 23(;
M
r�a.�r•�ra��.wa�
1 _pvl
HORIZONTAL CONTROL POINTS
(SEE "DATUM DFSCRIPTTON' ON SHT.2)
POINT
NORTH
EAST
BLl
766907.658
2762705.851
GPS MON (84314-2)
766954.821
276328A.182
BL3
766940.868
2763783.520
TBM 11
767000.083
1 2763281.310
WP"1
766960.170
2763207.874
WP"2
766969. S87
2763277. 490
POT-L-STA.13+75.000
766942.266
2763075.505
PC -L- STA, 15+94.571
766971. 697
2763293. 094
PT -L- STA. 18+03.343
766964.618
2763500. 758
PC -L- STA. 19+57.590
766933.581
1 2763651. 851
GRAPHIC SCALE
50 25 0 50 100
I
PROJECT N0, 33651
COUNTY: WASHINGTON
STATION: 15+43.700
REPLACES BRIDGE NO. 29
DEP&RTHRX? OF
RAt.CGH
BRIDGE =29 ON
SR 11i63 OVER
ENOCH CANAL
6t2Y6IIE0&iII -- 2 -
TII 9d0. By 1 DdC,
s I TOTAL wa
R t 25

0
h
Ilm
alK
BEGIN VERTICAL
CONTROL
STA. 13+50.00
WP"1
STA. 15+08.575
EL. 6.195'
BEGIN APPROACH SLAB
STA. 14+97.575
EL. 6.162'
PI = 14+60.00
EL = 6.049'
VC = 80'
12+00 +50 13+00 +50 14+00 +50 15+00
�+-- C BRIDGE
STA.15+43.700
EL. 6,300'
WP*2
STA.15+78.825
EL. 6.405'
I
PI = 17+50.00
EL = 6.9189'
VC = 320'
(+)0.3000% (-)0,82657
END APPROACH SLAB
( STA. 15+89.825
EL. 6.438'
UNCLASSIFIED
,5 :1 EXCAVATION
(TYP.)
j
0
8
HP 12 X 53
STEEL PILES
EST, LENGTH = 50'
(TYP. EACH END BENT)
END VERTICAL
CONTROL
STA. 19+10,00
EL. 5.596'
- END PAVEMENT
STA. 19+50.00
EL. 5.565
+50 16+00 +50 17+00 +50 18+00 +50 19+00 +50
PROJECT NO. 33651
COUNTY: WASHINGTON
STATION: 15+43.700
REPLACES BRIDGE NO. 29
PROFILE
( SCALE: H 1'=10'
V 1'=60' )
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IRENE CABARRUS
V'
8
DB
359 PG 399
PC
2 SLIDE IOOA
;
WELL
CONC PAD
L_
r
ISFd
9 AREA „
+00
S
25'1&,]0'
101
+ 8' OFF EP C �I W
—
zl
0
SR 116,3 fSPR 111 RD) z Z Q
17' BST
F
TAPER 100'
l5' CANAL
N
TELE. POLE TO )BE M
RELOCATED
O
N
z
N
MITCHELL E. EDWARDS, ,
END 50'TAPER,
BEGIN 100'TAPER
STA.13+75.000 DB 229 PG 52
DB 123 PG 299
BEGIN
CONSTRUCTION
STA.13+25.000 -L-
0 0
o �
0
I TELE. POLE TO BE
I' �I RELOCATED
_I Q
rn N 1
c� 4 C W
�70'-3"
1 HDPE TAPER 10(
" 1 1, 1
I
PROPOSED R/W PLANS
BOBBY
P1 Sto 16+99.96 R' CABARR
0 = 19' 18' 40.9' (RT) 08 25$US, e t U
0=9'15`00.0' 08 8P 8 IS
L = 20877' PO -A S� (P(AT)
T = 105.39' p8 E AlS9
R = 619.41` 244 Pr _
AREA °B"`�"
PROP. 15"x20'
APROV. PIPE
+ 8,
OF Ep
6 Pvc�--`` I
N � �
'TYPE F \` =
�RAU(TYP.)
/0> C4MgL `
104 PROP. 18"x60'
n -BL- 843142
ALUM. PIPE
GPS MON (B4314-2)
W ' POT 19+27.68
i- A a
o HARREC y
x L. WO
LA 08 99 Poo252Y, e t �X
0
0
PROPOSED RIGHT of WAY ACQUISITION EX1571Nrr
�. NEW
PROPOSED RhN AREA "A" = 1,605.57 SQ. FT. Pi.ACE NSW CaLE 1' 1N$1DR OF NEW DOT It/W.
PROPOSED RW AREA "B" = 4,089.71 SQ. FT. MAKE 40o" Bpi AT 16 MIN. MM gELOW
CC REEK 8E0.
LEGEND SE&I+` Al 8TA 14 + W 'M STA 18 + Oo
GRAPHIC SCALE
= PROPOSED RW ACQUISITION
SO 25 0 50 100
GRID
NAD
83
+50
251 40'
1 �
\\ 1
b _ OS
0p F�
-F�
EXIST
F
rrrP
I
BEGIN TAPER
ENO
TO EXISTING
CONSTRUCTION
STA.19+00.000
STA.19+50.000 -L-
HORIZONTAL CONTROL POINTS
[.F "• )ATIIM nFSCRTPTTON° ON SHT. 2)
POINT
NORTH
EAST
BL1
766907.658
2762705-85!
GPS MON (64314-2)
766954.821
27632B4. 182
BL3
766940.868
2763783.520
TBM '1
767000.083
2763281.31E
Wp41
766960.170
2763207.874
WP"2
766969.587
1 2763277.490
POT-L-STA.13+75.000
766942.266
2763075.505
PC -1- STA. 15+94.571
766971.697
2763293. C94
PT -L- STA. 18+03.313
766964.618
2763500. 758
PC -L STA. 19-57.590
766933.581
1 2763651. 85!
'SBKD
Oo
PROJECT NO. 33651
COUNTY: WASHINGTON
STATION: 15+43.700
REPLACES BRIDGE N0. 29
87R7L OF KQR7H ClARO1ON&
AALMDO i
BRIDGE �29 ON
SR 1163 VER
ENOCH CANAL
oa�vos�®asa i 2
S [
f AK4w\ BY: AVW iSTS DATE: 1209
j` (fMCXED BY -JAY /A. ABRA$A DATE: 1299
,�m��0ar ai DI G.0251i9+ 11-M.1 -2M I':D-