51292_NC DOT_20090529

❑CAMA / ❑ DREDGE & FILL !_ `' a r�
GIENERAL PERMIT Pre ' permit#
❑New ❑Modification EJ Complete Reissue ❑Partial eissue 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
Address
City
State ZIP
Phone # O
Fax # ( )
Authorized Agent
yes
D CW
I] EW ❑ PTA ❑ ES ❑ PTS
Affected
yes
AEC(s): El OEA
❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS:
❑ FC:
ORW: yes / no
PNA yes / no Crit.Hab. yes / no
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
Shoreline Length
SAV: not sure
yes
no
Sandbags: not sure
yes
no
Moratorium: n/a
yes
no
Photos:
;' ye;
no
Waiver Attached:
yes
no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit"
Application Fee(s)
Check #
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
City - ZIP
Phone # O River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
(Scale: )
See note on back regarding River Basin rules.
6 -
El
Permit Officer's Signature
Issuing Date 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 [)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:
�leuse 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 08109/06

RUNK
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
June 1, 2009
NCDOT
c/o Jay Johnson
P.O. Box 1587
Greenville, NC 27835
Dear Jay,
Enclosed are General Permits #51292, 51293, 51294, 51295, and 51296 to construct bridges on
existing location to replace existing bridge #31, #35, #40, #42, and #44 respectively on NC304 in
Pamlico County, N.C.
In order to validate these permits, please sign the permits 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,
Stephen Lane
Coastal Management Representative
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action° Employer —50% Recycled \ 10% Post Consumer Paper

V#
MICHAEL F. EASLEY
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
March 6, 2009
North Carolina Division of Coastal Management
Morehead City Field Office
400 Commerce Avenue
Morehead City, North Carolina 28557
ATTENTION: Mr. Stephen Lane
NCDOT Coordinator
APR 2 7 2009
�Viurehead City DCM
LYNDO TIPPETT
SECRETARY
Subject: Application for CAMA General Permit for the proposed replacement of Five
Bridges on NC304 in Pamlico County, State Transportation Improvement
Program (STIP): Bridge No. 31 over Vandemere Creek (B -5129B); Bridge
No. 35 over Little Vandemere Creek (B -5129C); Bridge No. 40 over Bear
Creek (B -5129D); Bridge No. 42 over Gale Creek (B -5129E); and Bridge No.
44 over UT to Jones Bay (B-4594), Federal Aid Project No. BRZ-0304(3), State
Project No. WBS 42287.1.
The North Carolina Department of Transportation (NCDOT) proposes to replace five
bridges on NC304 in Pamlico County (Figure 1). Please accept this letter as a request for a
Coastal Area Management Act (CAMA) General Permit for the above referenced projects.
NCDOT plans to replace these bridges using staged construction and roadway approach work
will be kept to a minimum so that one lane of traffic can be maintained on site during
construction.
The five bridges are being replaced because they have been deemed structurally deficient.
The new bridges will be built to match existing alignments and parameters on current locations.
Each of the existing bridges has a superstructure composed of a reinforced concrete deck on
timber joists. End bents and interior bents are timber caps on timber piles. The existing bridges
will be removed in accordance with the NCDOT Best Management Practices for Bridge
Demolition and Removal (BMP-BDR). The timber and steel components will be removed
without dropping any components into Waters of the U.S.
MAILING ADDRESS:
113 AIRPORT DRIVE
SUITE 100
EDENTON, NC 27932
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: IMWW.DOH. DOT.STATE. NC. US
LOCATION:
113 Airport Drive
Suite 100.
Edenton, NC 27932

Page 2
March 6, 2009
The recommended replacement structure for each bridge is a concrete cored slab deck
with a clear roadway width of 33 feet. Table 1 shows the existing bridge length and the proposed
bridge length for the five bridge replacements.
Table 1. Existing and Proposed Bridge Lengths
Bridge Site
Existing Bridge
Length
Proposed Bridge
Length
B -5129B, Bridge No. 31 over Vandemere Creek
87 feet
120 feet
B -5129C, Bridge No. 35 over Little Vandemere Creek
52 feet 7 inches
85 feet
B-51291), Bridge No. 40 over Bear Creek
52 feet 3 inches
90 feet
B -5129E, Bridge No. 42 over Gale Creek
101 feet 6 inches
120 feet
B4594, Bridge No. 44 over UT to Jones Bay
52 feet
80 feet
The approach roadway will hold the existing horizontal alignment and roadway width. It
will also be at approximately the same elevation as the existing roadway. Deck and roadway
drainage will be maintained at approximately the same slopes as the existing structure and
roadway approaches. No deck drains are included in the project.
The bridges are all located within the Neuse River Basin and US Geological Survey
hydrologic unit 03020105. The North Carolina Division of Water Quality (NCDWQ) has
designated a best usage classification for each stream and its unnamed tributaries (UT) as shown
in Table 2.
Table 2. NCDWQ Index Number and Best Usage Classification
Stream Name
DWQ Index Number
Best Usage Classification
Vandemere Creek
27-150-15
SC Sw — NSW
Little Vandemere Creek
27-150-15-1
SC Sw — NSW HQW
Bear Creek
27-150-28
SA HQW - NSW
Gale Creek
27-150-31
SA HQW - NSW
UT to Jones Bay
27-152
SA HQW - NSW
There are currently no outstanding resource waters (ORW) or drinking water supply
waters (WS -1 and WS -II) within a one mile radius of the project study area. The 2008 Draft
303(d) list (dated January 10, 2008) or the 2006 Final 303(d) list (dated June 19, 2007) indicates
impaired waters located within one mile upstream or downstream of Vandemere Creek, Bear
Creek, and Gale Creek are due to fecal coliform contamination.
Jurisdictional wetlands are located immediately adjacent to the existing bridges.
Avoidance and minimization measures have been incorporated to the extent possible; however,
impacts to jurisdictional resources will occur. Permanent impacts to coastal wetlands include fill
materials required for widening approach roadways at new end bent locations, which is necessary
to conform to current design standards and to accommodate guardrail installation. Permanent
surface water impacts include placement of interior bent bridge supports in the channel and rip -
rap for fill slope stabilization at new end bent locations.

Page 3
March 6, 2009
Existing relic wood pilings located in the water at the bridge locations will be pulled out of
the channel because they pose a safety hazard. Sediment curtains will be used to ensure that
sediment releases from this activity will be contained to the immediate location of the pile removal
operation. Construction equipment will be operated from the existing road surface and/or upland
areas and will not enter wetland areas.
As of January 31, 2008, the U.S. Fish and Wildlife Service (USFWS) list of protected
species includes six federally protected species for Pamlico County (Table 3).
Table 3. Federally protected species listed for Pamlico County.
Appropriate habitat for shortnose sturgeon is available within waters of the five bridge
replacement sites. According to NCNHP Virtual Workroom records, updated on September 23,
2008, shortnose sturgeon has been observed in waters of the Neuse River and Pamlico Sound
south of Pamlico County. Shortnose sturgeon is a mobile species that is expected to relocate to
avoid construction activities; therefore, project construction may affect, but is not likely to
adversely affect, this species.
There are no viable options for use of an off-site detour and existing traffic must be
maintained on one lane during bridge construction. NCDOT requests relief from moratoriums on
in -water work to allow completion of this project concurrent with the four adjacent bridge sites
along NC 304. Work can be completed in one construction season which will cause minimal
disruption to public school bus traffic.
Federal
Habitat
Biological
Scientific Name
Common Name
Status
Present
Conclusion
Alligator
American alligator
T(S/A)
Yes
Not Required
mississippiensis
Lepidochelys kempii
Kemp's ridley sea
E
No
No Effect
turtle
Picoides borealis
Red -cockaded
E
No
No Effect
woodpecker
Acipenser
Shortnose sturgeon
E
Yes
MA-NLAA
brevirostrum
Trichechus manatus
West Indian manatee
E *
No
No Effect
Lysimachia
Rough -leaved
E
No
No Effect
as erulae olia
loosestrife
E — Endangered
MA — NLAA — May Affect -Not Likely to
Adversely Affect
T(S/A) — Threatened due to similarity of
appearance
* - Historic record (the species was last
observed in the county more than 50 years ago)
Appropriate habitat for shortnose sturgeon is available within waters of the five bridge
replacement sites. According to NCNHP Virtual Workroom records, updated on September 23,
2008, shortnose sturgeon has been observed in waters of the Neuse River and Pamlico Sound
south of Pamlico County. Shortnose sturgeon is a mobile species that is expected to relocate to
avoid construction activities; therefore, project construction may affect, but is not likely to
adversely affect, this species.
There are no viable options for use of an off-site detour and existing traffic must be
maintained on one lane during bridge construction. NCDOT requests relief from moratoriums on
in -water work to allow completion of this project concurrent with the four adjacent bridge sites
along NC 304. Work can be completed in one construction season which will cause minimal
disruption to public school bus traffic.

Page 4
March 6, 2009
Please find attached a copy of the U.S. Coast Guard letter dated February 19, 2009
granting advance permit approval for these bridge replacements. The following information is
provided for each of the bridge replacement projects: CAMA permit forms MP -1, MP -2, and
MP -5; U.S. Postal Service Return Receipt certification cards from adjacent landowner notification
packages; Pre -Construction Notification Form; permit drawings; and Figures 1 and 2 which
identify the project sites.
We are requesting that the proposed work be authorized under a CAMA General Permit.
By copy of this letter we are also requesting issuance of a US Army Corps of Engineers
Nationwide Permit 14 and the corresponding 401 General Certification 3704. In compliance with
Condition 1 of this certification we request written concurrence from the NC Division of Water
Quality.
If you have any questions or comments concerning the project, please contact me at
[phone]. Thank you for your assistance.
Sincerely,
Jay B. Johnson
Division Environmental Officer
NCDOT Division 2
Attachments (set included for each bridge)
Adjacent Landowner Notification Return Receipts
Figure 1 Project Vicinity
Figure 2 Project Topography
CAMA Permit Forms MP -1, MP -2, MP -5
PCN Application Form
U.S. Coast Guard Advance Permit Approval letter
Permit Drawings (8.5 x 11 and 11 x 17)
w/attachments
Mr. William Westcott, USACE (1 copy, CD)
Mr. Garcy Ward, NCDWQ
Mr. Ian McMillan, NCDWQ 401 Permit Unit (5 copies, CD)
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
w/o attachments
Mr. Kevin Austin, P.E., Mulkey Inc.

Commander 431 Crawford Street
U -S. Department o/Aff United States Coast Guard Portsmouth, Va. 23704-5004
Homeland SecuritFifth Coast Guard District Staff Symbol: dpb
Phone: [phone]
Fax: [phone]
United States Email: [e-mail]
Coast Guard
16591
19 FEB 09
Ms. Cindy Simpson Carr
Senior Scientist
Mulkey, Inc.
PO Box 33127
Raleigh, NC 27636
Dear Ms. Carr:
I apologize for our late response to your letter of November 6, 2008, requesting for Advance
Permit Approval for the following North Carolina Department of Transportation Bridge
Replacement Projects in Pamlico County, NC:
1) B -5129B, Bridge No. 31 over Vandemere Creek;
2) B -5129C, Bridge No. 35 over Little Vandemere Creek;
3) B -5129D, Bridge No. 40 over Bear Creek;
4) B -5129E, Bridge No. 42 over Gale Creek; and
5) B-4594, Bridge No. 44 over Jones Bay
Our examination and historical data indicate that there is sufficient factual support for
concluding that these waterways are navigable waters of the United States. However, the
waterways also meet the criteria for advanced approval waterways outlined in Title 33, Code of
Federal Regulations, Section 115.70. Advance approval waterways are those that are navigable
in law, but not actually navigated by other than small boats. The Commandant of the Coast
Guard has given his advance approval to the construction and rehabilitation of bridges across
such waterways. Therefore, a Coast Guard Bridge permit will not be required for these proposed
bridge replacement projects.
These projects will be placed in our Advance Approval category for the locations and
replacement of the Abovementioned Bridge projects and is valid for five years from the date of
this letter. If the construction does not commence within this time period, you must contact this
office for reaffirmation of this authorization. Future bridge projects along the same waterways
will have to be independently evaluated before they may be considered for Advance Approval.
The fact that a Coast Guard bridge permit is not required does not relieve you of the
responsibility for compliance with the requirements of any other Federal, State, or local agency
who may have jurisdiction over any aspect of these projects.
Although these projects will not require a bridge permit, other areas of Coast Guard jurisdiction
apply. The following must be met:

From: 7573986334 Page: 313 Date: 2/19/2009 3:46:20 PM
16591
19 FEB 09
a. The lowest portion of the superstructure of the bridge across the waterway should clear the
100 -year flood height elevation, if feasible.
b. The National Ocean Service (NOS) of the National Oceanic and Atmospheric Administration
(NOAA) is responsible for maintaining the charts of U.S. waters; therefore they must be notified
of these proposed bridge projects. You must notify our office and the NOS upon completion of
the activities approved in this letter. Your notification of completion must include as -built
drawings, which certifies the location and clearances of the each bridge that waa constructed.
This information will be sent to the following address:
Ken Forster
National Ocean Set -vice, (NOS)
N/CS26, Room 7317
1315 Bast -West Highway
Silver Spring, MD 20910-3282
Please contact me at the above address or telephone number for any further assistance
Sincerely,
WAVERLY G RY,
Chief, Bridge Adrn strati Bran
By direction of the Commander
Fifth Coast Guard District
Copy; Coast Guard Sector North Carolina, Waterways Management
Mr. Ken Forster, NOS
This fax was received by GFI FAXmaker fax server. For more information, visit. hftp:/Avww.gfi.com

Figure 1
Project Vicinity
B-5129 B through E, B-4594
Bridge Replacement Projects on NC 304
Pamlico County, North Carolina
B -5129B Bridge No. 31 over Vandemere Creek
B -5129C Bridge No. 35 over Little Vandemere Creek
B -5129D Bridge No. 40 over Bear Creek
B -5129E Bridge No. 42 over Gale Creek
B-4594 Bridge No. 44 over UT to Jones Bay
7�ot�r"4+ 5
North Carolina
\rt, rz Department of Transportation
31
33 N00
du��
. � County
Beaufort Gibbr
_-=-�County
Pamlico-
t
n
r'
304
y�- Legend
------ County Boundary
Roads
POI 41 Bridge Locations
0 0.5 1 2
SS. Miles
30
USGS 1:24K Maps: Vandemere, Jones Bay
soeomr Point South Creek and Lowland
wai�a
Cro�rx
ssr A �.,
•�_ �• •,
I ;acs �
rU•C '�`J
`'"
Ecw -- \ CeKt3*r'J I PomLro N�.
5 c-.��R�b �•�
,M
.AskirA —•� HNIyvIe 304
1N ! Cast Co re Y de �
{ M i bel
vaor %.
q,
! y G—NbB ya OOM x,7,�' 307 A yt'
mp a 1
Project VicinityAlla
f
P A, M L' ( O>
•itt �.• �ortons
i - i 55 amlK>
`306 8
<u
kt
i ♦ ? tl c i'EDAR
< a'rPeyro
DS''S.
.�. C T
Riva,
A ULAN �1
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12
838 •`i i
3NAL 2-r c cA �..�
`�
�.A V ✓,
~
br , � Haveieine"'k �
Sealeap+�
Figure 1
Project Vicinity
B-5129 B through E, B-4594
Bridge Replacement Projects on NC 304
Pamlico County, North Carolina
B -5129B Bridge No. 31 over Vandemere Creek
B -5129C Bridge No. 35 over Little Vandemere Creek
B -5129D Bridge No. 40 over Bear Creek
B -5129E Bridge No. 42 over Gale Creek
B-4594 Bridge No. 44 over UT to Jones Bay
7�ot�r"4+ 5
North Carolina
\rt, rz Department of Transportation
31
33 N00
du��
. � County
Beaufort Gibbr
_-=-�County
Pamlico-
t
n
r'
304
y�- Legend
------ County Boundary
Roads
POI 41 Bridge Locations
0 0.5 1 2
SS. Miles
30
USGS 1:24K Maps: Vandemere, Jones Bay
soeomr Point South Creek and Lowland

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X
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f-, B-51296
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41
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4a �4• £ �•`�,� Legend
�` ,�' - `,� _ , �• •, Study Corridor
40< rM
Mt
PROJECT VICINITY
PROJECT
Prepared For:
B -5129B
Figure
�-
-r
414 -1;t-j"�
Replace Bridge No. 31 on NC 304 over Vandemere Creek
14
$�
N''ornnN
Pamlico County, North Carolina
^
L
0 0.25 0.5 1 Miles
1:24,000
USGS 7.5- Minute Topographic Vandemere and Jones Bay (Contour Interval 5 Feet)

NORTH CAROLINA
MESIC
- - - - - - �� POP. 253 ,
BRIDGE X31 "� Uenden �i
/ Bear,
i
OLLYVILLE ' • ^ j �,
ASH CORNER, -N "
POP. 100
i
r , VANDEMERE
\1216 POP. 287
1215' ? 1218 a� 1217
VICINITY
MAPS
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE 931
ON NC 304 OVER
VANDEMERE CREEK
SHEET 1 OF 8 1119/09'.

r1 yt fa
1 w
�t
mom
BRIDGE" '31
3M 5
Cash Corn
.1
A41
a
Im r,� • Q
SCALE: 1" = 1500'
5_
z! V. j
d. , C ill' ® !L
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.11
REPLACE BRIDGE #31
ON NC 304 OVER
VANDEMERE CREEK
SHEET 2 OF 8 1/19109

mom MPP
APPLICATION fer
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation, Division 2
Business Name
Project Name (if applicable)
B-51298, Replace Bridge No. 31 over Vandemere Creek
Applicant 1: First Name
Jay
MI
B.
Mulkey, Inc.
Last Name
Johnson
Applicant 2: First Name
MI
MI
Last Name
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Cindy
Mailing Address
105Pactolus Highway (NC 33)
PO Box
1587
City
Greenville
Agent/ Contractor 2: First Name
State
INC
ZIP
27835
Country
Pitt County, NC
Phone No.
252 — 830 - 3490 ext.
FAX No.
252 - 830 - 3341
Street Address (if different from above)
City
State
State
ZIP
Email
[e-mail]
33127
2. Agent/Contractor Information
Business Name
Mulkey, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Cindy
S.
Carr
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
33127
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27636 3127
919-858-1871
ext.
- - ext.
FAX No.
Contractor #
919 851 1918
Street Address (if different from above)
City
State
ZIP
6750 Tryon Road
Cary
NC
27518 -
Email
[e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
Bridge No. 31 on NC 304 over Vandemere Creek
NC 304
Subdivision Name
City
State
Zip
n/a
Mesic
NC
28537 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
n/a - - ext.
n/a, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse River
Vandemere 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
Vandemere Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
n/a
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
approx. 80 linear feet
approx. 21,550
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4.6 feet ❑NHW or ®NWL
e. Vegetation on tract
Approximately 1.03 acres of maintained/disturbed areas; approx. 0.41 acre of tidal freshwater marsh with dominant
vegetation of black needlerush, arrowleaf tearthumb, foxtail grass, seaside goldenrod, silverling, marsh elder, and eastern
redcedar; and approx. 0.57 acre of wet pine flatwood with dominant vegetation of loblolly pine, red aple, wax myrtle,
silverline, and eastern red cedar.
f. Man-made features and uses now on tract
NC 304 roadway and bridge spanning Vandemere Creek.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Undeveloped privately owned property is located in each quadrant of the bridge.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
No zoning indicated by County
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No ®NA
National Register listed or eligible property?
<Form continues on next page>
r

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
n/a
o. Describe existing drinking water supply source.
n/a
p. Describe existing storm water management or treatment systems.
Existing bridge structure has open scuppers draining stormwater into surface waters.
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.
Replace the deficient structure Bridge No. 31 with with a new safer structure. The new bridge will be constructed in-place
using top-down construction methods. The new structure will be approximately 120 feet long and 33 feet wide (clear
roadway width). Roadway approaches will require minimal widening for guard rail at new end bent locations.
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.
Top-down construction and on-site detour will be utilized to reduce environmental impacts. All construction equipment will
operate from the existing road and no equipment will be placed in wetlands or open waters. Typical roadway construction
equipment such as excavators, crane, backhoes, dump trucks, and paving machines will be used.
d.
List all development activities you propose.
Demolition and removal of existing bridge, removal of relic pylons in water at the bridge site, and construction of new bridge
on existing alignment. Relic pylons will be pulled completely out of the water using a crane; sediment curtains will be
installed to capture any sediment created by pylon removal.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Replace the existing structure with a
new structure.
f.
What is the approximate total disturbed land area resulting from the proposed project? 13,000 ®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.
The existing bridge has open scupper drains that discharge stormwater directly over the stream channel. The new bridge
will not have deck drains located over surface waters. Stormwater will be drained to modified concrete flumes and
discharged to Class II rip -rap on upland areas at end bent locations.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No DNA
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 DNA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -9) 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.
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 SEE ATTACHED LIST Phone No.
Address
Name Phone No.
Address
Name Phone No,
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA GP No. 44252 dated 02/18/06 issued to NCDOT
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
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 March 6, 2009 Print Name Jay B. Johnson
Debit WBS 42287.1.1
Signature
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
252-808-2808 .. 1-888-4RCCA T . www. nccoastalmanagement. net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1.
Access
®This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
or other wetlands (WL)? If any boxes are checked, provide the
stabilization)
number of square feet affected.
❑CW ❑SAV ❑SB
Length
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Width
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Avg. Existing
n/a
n/a
n/a
n/a
NA
NA
n/a
Depth
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
Final Project
n/a
n/a
n/a
n/a
NA
NA
n/a
Depth
number of square feet affected.
❑CW ❑SAV ❑SB
1.
EXCAVATION
®This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:

Form DWY4a (Excavation n Felt, Page 2 of )
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead NRiprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 4.5 feet
e. Type of stabilization material:
Class II riprap with filter fabric will be placed along fill slope at each
end bent quadrant to stabilize the new bent and new guardrail.
b. Length: 35 feet (estimated maximum length)
Width: 10 feet (estimated maximum width)
d. Maximum distance waterward of NHW or NWL: 8 feet
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No [DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap Concrete bridge piers
Breakwater/Sill Other 9 CY
i. Source of fill material.
Concrete bridge piers
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Erosion control methods for sensitive waters, including use of Standard roadway construction equipment
sediment curtains for work in water, silt ditches, special silt
fence with filter fabric for stone removal in Coastal wetlands
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
March 6, 2009 WBS 42287.1.1 - Debit $400
Date
B -5129B, Replace Bridge No. 31 over Vandemere Creek
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Jay B. Johnson, NCDOT Div. 2 Environmental Officer
Applicant Name
Project Name
�... Applicant Sig
25-2-1803-2 5 .. 1-88 - R OAST e: www.nccoastalmanagement.net revised. 12/26/06

Form DCM MP -5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial EPublic/Government ❑Private/Community
c. Type of bridge (construction material):
3 -Span concrete cored slab bridge on precast substructure
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 87 feet
(iii) Width of existing bridge: 28.1 feet (clear roadway)
(iv) Navigation clearance underneath existing bridge: 4.6 feet
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing structure will be removed.
In addition, relic pylons in water from previous
structures will be removed by pulling them
completely out.
g. Length of proposed bridge: 120 feet
b. Water body to be crossed by bridge:
Vandemere Creek
d. Water depth at the proposed crossing at NLW or NWL:
Approximately 7 to 8 feet
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 33 feet clear roadway width
i. Will the proposed bridge affect existing water flow? [-]Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 4.6 feet
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ❑No
If yes, explain: Fill material at existing end bents will be
excavated and removed to match elevations of adjacent
wetlands. Approximately 808 sq.ft. will be restored New
bridge will span new wetland restoration areas.
I. Have you contacted the U.S. Coast Guard concerning their
approval? ®Yes [:]No
If yes, explain: Advanced permit approval received from
Chief, USCG Bridge Administration Branch in a letter dated
February 19, 2009 (copy attached).
n. Height of proposed bridge above wetlands: 3 feet.
0: »10126106

For I C LA WIPm (Bridges and Culverts, Page 2 of )
Z, CULVERTS ®This section not applicable
a. Number of culverts proposed:
C. Type of culvert (construction material):
b. Water body in which the culvert is to be placed:
< Form continues on back>
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9 Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
252-808-2808 — I-SSS-41RCOAST -- www.nccqasta1manaQement.net revised. 10126/06

Form. DGF4 MEP- Tridges and COverts, Page 3 cf 4)
C. (i) Will the placement of the proposed bridge or culvert require any-�;
high -ground excavation? ®Yes []No C7 .�
If yes, FU
(ii) Avg. length of area to be excavated: 16 feet approx. MA i $ Luu9
(iii) Avg. width of area to be excavated: 32 feet approx.
(iv) Avg. depth of area to be excavated: 3 feet approx. Morehead City DCM
(v) Amount of material to be excavated in cubic yards: 165 �i ++•✓ �� JJ►► v W 1IJ
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Upland area to be determined by contractor
(ii) Dimensions of the spoil disposal area: To be determined by contractor
(iii) Do you claim title to the disposal area? []Yes NNo (If no, attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes NNo
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
OCW ❑SAV OWL OSB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes NNo
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes [)No
If yes,
(ii) Avg. length of area to be filled: 24 feet
(iii) Avg. width of area to be filled: 3 feet
(iv) Purpose of fill: At Bridge No. 31 (TIP B -5129B)
216 square feet of open water impacts for interior bridge
support piers. See table on stream and wetland impact
permit drawing (plan sheet 8.)
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ONo
If yes,
(ii) Avg. length of area to be filled: 120 feet
(iii) Avg. width of area to be filled: 10 feet
(iv) Purpose of fill: Approximately 515 cu.yds. of fill
material will be placed in uplands for roadway approach
to new bridge structure. See fill slope boundaries on
stream and wetland impact permit drawing (plan sheet 8).
4, GENERAL
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
NCW 85 sq.ft. ❑SAV OSB
NWL 246 sq.ft. ❑None
(ii) Describe the purpose of the excavation in these areas:
Fill placed at toe of slope at new bridge end bents to
allow for guardrail placement. See table on stream and
wetland impact permit drawing (plan sheet 8.)
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes [:]No detour structures? ❑Yes NNo
252-808-2808 1-888-4RCOAST :. www.nccoastaFinarEac ement.net revised: 14/28/06

Form DCMPAP- (Bridges and Culverts, Page 4 of )
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification,
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM-MP-2. Strict enforcement of NCDOT's Best Management
Practices, including Sediment and Erosion Control in
Sensitive Watersheds
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ❑Yes ®No
Typical roadway construction equipment such as backhoe, If yes, explain steps that will be taken to avoid or minimize
crane, dump truck, crane, paving machine as determined environmental impacts.
by contractor
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ❑No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
March 6, 2009 WBS 42287.1.1 -Debit $400
Date
B -5129B, Replace Bridge No. 31 over Vandemere Creek
Project Name
Jay B. Johnson, DEO NCDOT Division 2
Applicant Name j` I
! `t
Applicant Signature, f ,

PROPERTY OWNERS
NAMES AND ADDRESSES
REFERENCE NO. NAVIES
1 WEYERHAEUSER CO.
BAY RIVER
2 METROPOLITAN SEVER
3 MELVIN RAY SUGG
t LOUISE P. GOODING
5 CLAUDE CARAWAN HEIRS
ADDRESSES
P.O. BOX 1391
NEW BERN, NC 28553
BAYBORO, NC 28515
6583 GUM SWAMP RD
AY DEN, NC 28513
100 HICKORY ST
APT. D202
GREENVILLE, NC 27858
957 LEE FARM RD
ORIENTAL, NC 28571

K
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__
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DENOTES :MPTO
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WIDTH: 33, CLEAi ROADWAY
LENGTH:3114C'
OFA.:-
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DEt4OTES IMPACTS
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TIMBER CAPS AND PILES
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LENGTH:3114C'
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B M U�
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US�VANDEMERE USG,S QUAD MAP
NCDOT
DIVISION OF HIGHWAYS
PILAAN VIEW PAMLICO COUNTY
PROJECT: B-51298
SCALE: 1. WBS NUMBER: 42287-1.1
REPLACE BRIDGE '31
ON NC 304 OVER
VANDEMERE, CREEK
SHEET I/ OF D 5/20/09
EXISTING BRIDGE:
FET
SPANS: 1017'-B*; 1017'-2'; InIG-10% V7-3'; 1o18 -I'
LENGTH-. 87'-0'
SET
WIDTH: 28.1' CLEAR ROADWAY
TIMBER CAPS AND PILES
__
E -E T -
7'—
- C -TT
- — -- --
PROPOSED BRIDGE:
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zEET
WIDTH: 33, CLEAi ROADWAY
LENGTH:3114C'
NCDOT
DIVISION OF HIGHWAYS
PILAAN VIEW PAMLICO COUNTY
PROJECT: B-51298
SCALE: 1. WBS NUMBER: 42287-1.1
REPLACE BRIDGE '31
ON NC 304 OVER
VANDEMERE, CREEK
SHEET I/ OF D 5/20/09

9
NOT FOR CONSTRUCTION
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�
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404 WETLANDS FILL SURFACE WATERS FILL (OPEN WATERS)
o
EXISTING BRIDGE:
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TIMBER CAPS AND PILES
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RETAIN ALL
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NC 304 NC 304
..._�---- - •-----_...._ RETAIN
- — y WE�LA S (W -p c y
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DEBRIS REMOVAL —UNDERWATER ® DENOTES FILL IN
DEBRIS REMOVAL WETLAND
1-11_1- IN SURFACE WATER U
(108 SO. FT.) FILL IN SURFACE WATER (0-2) ® DENOTES F11I IN
rFOR PERMITTING ONLY 1 (108 SO. FT.)SURFACE WATER
NOTE: VANDEMERE CREEK IS A DLUE LINE
STREAM AS SHOWN ON THE
VANDEMERE IISGS QUAD MAP
PLAN VIEW
SCALE: 1" = 50'
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE U31
ON NC 304 OVER
VANDEMERE CREEK
9 OF 9
NOT FOR CONSTRUCTION
USE METHOD II FOR CLEARING
�
WE/TB WE/T8 � I
404 WETLANDS FILL SURFACE WATERS FILL (OPEN WATERS)
EXISTING BRIDGE:
W -I 246 SQUARE FEFT 0-1 L'8 SQUARE FEET
SPANS: I@I f'-8": I9I7'-2': 1016'-10'; I0I7-3"; I@IS-I'
CAMA WETLANDS FILL 0-2 108 SOUARF FEET
WIDTH: 28.1' CLEAR ROADWAY
WIDTH:LENGTH:.1' CL
TIMBER CAPS AND PILES
W -I 3 -SQUARE FEET TOTAL 2'6 SQUARE FEET
W-2 18 SQUARE FEET 11
PROPOSED BRIDGE:
21' CONCRETE CORED SI AB
w-3 64 SQUARE FEET
WIDTH; 33' CLEAR ROADWAY
TOTAL 85 SQUARE FEET
LCNGTH:3040'
NOTE: VANDEMERE CREEK IS A DLUE LINE
STREAM AS SHOWN ON THE
VANDEMERE IISGS QUAD MAP
PLAN VIEW
SCALE: 1" = 50'
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE U31
ON NC 304 OVER
VANDEMERE CREEK
9 OF 9

---------------
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NCDOT
DIVISION Or HIGHWAYS
I
Q PrAMLICO COUNTY
i� PROJECT: MA -2003
PROFILE
� D REPLACE BRIDGE X31
ON NC 304 OVER
SCALE: I"= 50' (HORIZONTAL) CL VANDEMERE CREEK
1" = 101(VERTICAL) 0 oa
- -- _
CD SHEET /OF 5118,f 09 II
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■ 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:
Mr. Claude Carawan Heirs
100 Hickory Street
Apt# D202
Greenville, NC 27858
A. Signature
X �
Postal
[I Agent
❑ Addressee
B. Recel d by ( Printed Name)
-f-3-
C. Date of Delivery
2 �7'
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D. Is delivery address different from item 1?
❑ Yes
If YES, enter delivery address below:/
❑❑ N
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3. SS i Type
Certified Mail `❑ Vpress Mail
❑ Registered U Retum Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7003 0500 0000 0852 4233
(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:
Melvin Ray Sugg
6583 Gum Swamp Road
Ayden, NC 28515
A. Signature 97ty-p— 6
❑Agent
X 6
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B. Received by ( Printed Na e) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. SS ' Type
L7Certified Mail ❑ Express Mail
❑ Registered EEMeturn Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7003 0500 0000 0852 3212
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1540
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DS Form 3800, June 2002
Postal
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CERTIFIED MAILm RECEIPT
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DS Form 3800, June 2002

■ 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:
Bay River Metropolitan Sever
Bayboro, NC 28515
A.Signatu
❑ Agent
X
nc,,e-� c c ❑ Addressee
B. Received by (Pri Name . C. Dqt. of Delivery
Is deliver address different from item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
3. e Type
7Certified Mail ❑ E}cpress Mail
❑ Registered LW Heturn Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7003 0500 0000 0852 3205
(Transfer from service /abet
PS Form 3811, August 2001 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:
Louise P. Gooding
6166 NC 55 Hwy East
New Bern 28560
A. Si 'ature
, 11 Agent
i V Ci ❑ Addressee
eceived by (Pdged Nam C. Pre of Delivery
D. Is delivery address differeAt from item 1? U Yet
If YES, enter delivery address below: ❑ No
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Service Type
('Certified Mail ❑ Express Mail
❑ Registered lrietum Receipt for Merchandise
0 1�sured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7003 0500 0000 0852 3229
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1540

IMPACT A.
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®®®®®®®®®®®®®®®
�000�000�0®��oO
NEER=�OOO�oO0�0®�v0
TRANSPORTATIONN.C. DEPARTMENT OF . -. OF HIGHWAYS
PROJECT:PAMLICO
.B
REPLACE BRIDGE ON NC 304
OVER VANDEMERE CREEK
SHEET 6. 0.•

LEGEND
i
--WLB
WETLAND BOUNDARYE
PRGP05ED BRIDGE
;!L
---
`
WETLAND
PROPOSED BOX CULVERT
j
DENOTES FILL 1N
PROPOSED PIPE CULVERT
WETLANO
12l-481
DENOTES FILL IN
(DASHED LINES DENOTE PIPES
SURFACE WATER
EXISTNG STRUCTURES) 54" PIPES
& ABOVE
DENOTES FILL IN
SURFACE WATER
(POND)
SINGLE TREE
®DENOTES TEMPORARY
FILL IN WETLAND
1d00DS LINE
DENOTES EXCAVATION
IN WETLAND
DRAINAGE INLET
DENOTES
IN SURFACERY
_
WATER
ROOT+nAD
DENOTES HANG
CLEARING
DENOTES MECHANIZED
RIP RAP
CLEARING
—�-
FLOW DIRECTION
ADJACENT PROPERTY OWNER
TB
5 / OR PARCEL NUMBER
TOP OF BANK
IF AVAILABLE
— E
EDGE OF WATER
® PREFORMED SCOUR HOLE
C
PROP. LIMIT OF CUT
-- F
PROP. LIMIT OF FILL
LEVEL SPREADER (LS)
�—
PROP. RIGHT OF WAY
_
NG
NATURAL GROUND
DITCH /
GRASS S1dALE
PL —
PROPERTY LINE
— TOE —
TEMP. DRAINAGE
DENOTES IMPACTS TO
EASEMENT
BUFFER ZONE 1
_._.PDE--
PERMANENT DRAINAGE
EASEMENT
DENOTES IMPACTS TO
®
BUFFER ZONE 2
—EAB—
EXIST. ENDANGERED
ANIMAL BOUNDARY
—EPB—
EXIST. ENDANGERED
PLANT BOUNDARY
�- - --
WATER SURFACE
CDOT
x x x x x
LIVE STAKES
DIVISION OF HIGHWAYS
x x x
PAMLICO COUNTY
BOULDER
PROJECT: B-5129B
WBS NUMBER: 42287.1.1
----
CORE FIBER ROLLS
REPLACE BRIDGE X31
ON NC 304 OVER
VANDEMERE CREEK
DENOTES AREA TO BE
EXCAVATED
SHEET 5 OF 8 1 z 19.x° 09

7
PROJECT No. B-51298
WBS No. 42287.1.!
DATE: 1-19-2009
ROAD: NC 304
ROAD NAME: NC 304 OVER
✓ANDEMERE CREEK
COUNTY: PAMLICO
CROSS SECTION
OF BRIDGE No.31
EXIXTING BRIDGE
SPANS: 1@17'-8"; 1 @17'-2'; 1@1C-10
1@17-3 "; 1@18-1"
87'
NOT TO SCALE
304
PROPOSED 21" CONCRETE CORED SLAB
PROPOSED LENGTH. 3 @ 40'
33' CLEAR ROADWAY
NO DECK DRAINS ALLOWED
120'
40�r�
NOT TO SCALE
304
Sheet 4 of 8

f
La
Morin Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor Division of Marine Fisheries Dr. Louis 8. Daniel III, Director
^r'"illiam G. Ross Jr., Secretary
MEMORANDUM
TO: John Rouse
THROUGH: Anne Deaton
FROM: Sean McKenna
DATE: December 23, 2008
SUBJECT: Request for comments on NCDOT Pamlico County Bridge Replacement Projects.
The following comments by the North Carolina Division of Marine Fisheries (NCDMF) on the
replacement of the subject bridges are offered pursuant to G.S. 113-131.
Bridge numbers 35 (Little Vandemere Creek), 40 (Bear Creek), 42 (Gale Creek), and 44 (UT to
Jones Bay) cross Primary Nursery areas, and the NCDMF requests that NCDOT impose an in -
water work moratorium from April 1 through September 30. Additionally, the NCDMF requests that
the replacement bridges span high ground to high ground; deck drains should not discharge directly
into the stream; uncured concrete should not contact the water in or entering the stream; and that
the NCDOT utilize sedimentation and erosion control measures to protect aquatic resources.
While Vandemere Creek (bridge No.31) is not a Primary Nursery area, there are numerous
Primary Nursery Areas located downstream of this site. All care must be taken to protect these
critical habitat areas. The NCDMF requests that NCDOT take a risk adverse approach to this
project and impose an in -water moratorium from April 1 through September 30, and follow the other
aforementioned guidelines.
3441 Arendell Street, P.O. Box 769, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.ncdmf.net
An Equal opportunity/ Affirmative Action Employer— 50 % Recycled x.10% post Consumer Paper
NorthCarofina
Naturally
r�
•
•

r
Lane. Stephen
From: Wilson, Travis W. [[e-mail]]
Sent: Friday, May 01, 2009 11:29 AM
To: Stephen Lane
Subject: FW: FW: bridge replacements
See attached emails below, I believe I "no commented" the scoping notice and attached the cover letter with a note
differing to DMF. WRC will continue to differ to DMF for the moratorium recommendations.
Travis
From Travis Wilson [mailto:[e-mail]]
Sent: Monday, January 05, 2009 11:42 AM
To: 'Sean McKenna'
Subject: RE: FW: bridge replacements
Sean, since NC 304 is the I/C line and our biologist did not have specific comments; In my comment letter I differed to
DMF for project specific comments / moratoriums.
-----Original Message -----
From: Sean McKenna[mailto:[e-mail]]
Sent: Tuesday, December 23, 2008 12:54 PM
To: Travis Wilson
Subject: Re: FW: bridge replacements
Travis, DMF's comments for the subject bridges are attached. Have a good one. Sean
Travis Wilson wrote:
No data, therefore I wanted to coordinate with you to make sure I captured DMF recommendations. If you can
send me an electronic copy of you comments when you get them completed.
Travis.
-----Original Message -----
From: Sean McKenna [mailto:[e-mail]
]
Sent: Tuesday, December 23, 2008 8:43 AM
To: Travis Wilson
Subject: Re: FW: bridge replacements
Travis, Hopefully ill get my comments out today. For all projects I'm asking for an April thru
September in -water work moratoruim. Do you have any data to support an anadromous
moratoruim (Feb - Sept)? Have a good x -mass. Sean
Travis Wilson wrote:
Sean, has DMF commented on the projects below?
Hi Travis, 9
All of these streams appear to be ver
Justin Homan looked at these crossings yesterday. pp y
productive biologically. Vandemere Creek (B -5129A Bridge No. 31) is the only low -salinity

_r
.� stream (salinity = 1.3 ppt) and this bridge crossing is a boundary between inland and coastal
waters, so downstream impacts would affect waters under jurisdiction by Division of :Marine
Fisheries. With the exception of Vandemere Creek, the rest of the bridges cross very saline
waters and downstream impacts would affect coastal fishing waters (all of which are designated
as PNA's by DMF)............ 0
-----Original Message -----
From: Travis Wilson[ma iIto: [e-mail]]
Sent: Monday, December 01, 2008 4:17 PM
To: Barwick, Bob
Subject: bridge replacements
Comments? All of these are in Pamlico County.
B -5129A Bridge No. 31 over Vandemere Creek
B -5129B Bridge No. 35 over Little Vandemere Creek
B -5129C Bridge No. 40 over Bear Creek
B -5129D Bridge No. 42 over Gale Creek
B -5129E Bridge No. 44 over UT to Jones Bay.
Travis W. Wilson
Eastern Region Highway Project Coordinator
Habitat Conservation Program
NC Wildlife Resources Commission
1142 I-85 Service Rd.
Creedmoor, NC 27522
Phone: [phone] ext. 226
Fax: [phone]
[e-mail]
Email correspondence 'to and from this sender is subject to the N,C. Public Records Law and may be disclosed to gird parties,
t

•L�tie,'Stephen
From: Lane, Stephen
Sent: Friday, May 01, 2009 4:53 PM
To: 'Johnson, Jay B'
Cc: 'Sutton, Michael W'
Subject: B-5129(Replacement of five bridges on Hwy 304 in Pamlico County)
Hi Jay,
DCM received the general permit applications for TIP Project B -5129(A -E) on April 27, 2009. Review of the applications
indicate that 3 of the 5 bridges do not qualify for the general permit. As you are aware, the general permit allows a
maximum of 500 square feet of wetland impacts. Bridges 31, 42, and 44 exceed that amount and will have to be
processed under a major permit application as they are currently proposed. Additionally, there are minor corrections
needed to the drawings and MP -5 forms for Bridge 35 and Bridge 40. To obtain general permits for the projects the
following items need to be addressed:
Bridge 31
1 Reduce wetland impacts to under 500 sq. ft.
2 Revise MP -5 Section 3 items (e),(f),(g)
Bridge 35
1 Correctly show extent of causeway removal areas
2 Revise MP -5 Section 3 items (e),(f),(g)
Bridge 40
1 Correctly show extent of causeway removal areas in cross section and plan view
2 Correctly show marsh and stream in area of existing dock
3 Revise MP -5 Section 3 items (e),(f),(g)
Bridge 42
1 Reduce wetland impacts to under 500 sq. ft.
2 Correctly show marsh and stream in area of wetland impact area W-1.
3 Revise MP -5 Section 3 items (e),(f),(g)
Bridge 44
1 Reduce wetland impacts to under 500 sq. ft.
2 Correctly show extent of causeway removal areas in cross section
3 Revise MP -5 Section 3 items (e),(f),(g)
Some of the information listed above can possibly be corrected over the phone, however, the biggest obstacle is the
wetland impacts being over 500 square feet. I have visited the sites and have tried to figure out how to help you fit the
projects under the general permit process. I have some possible recommendations that may help in this regard. Please
call me when you get a chance so we can discuss this further.
Thanks,
Stephen
***** Note new E-mail Address is: Stephen.Lane(lancdenr.gov *****
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
1

ADJACENT RIPARIAN LANDOWNER STATEMENT
General Statute 113-229 requires that riparian landowners with property adjoining a proposed
development in an Area of Environmental Concern (AEC) be given ten (10) days in which to comment
on the proposed development when a General Permit application is requested. This form allows the
adjacent riparian landowner to express either: (1) that he objects to the project; or, (2) that he does
not object and desires to waive his/her right to the 10 -day period so that the processing of the
application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this
form at all if he/she so chooses.
No response within 10 days following receipt of this letter and form will be construed to
mean the adjacent riparian landowner has no objections.
�(/ i cf am an adjacent riparian property owner and
am aware of the North rolina Dep rtment of Transportation's (NCDOT) plans for the project noted
below.
Replacing Bridge No. 31 on NC304 over Vandemere Creek
I am further aware that this work will occur in one or more AEC's and therefore will require
authorization from the Division of Coastal Management in accordance with the Coastal Area
Management Act (CAMA). The NCDOT has provided a copy of the permit application documents
which includes plans depicting the work to be performed and (enclosures listed below).
I have no objection to the project as presently proposed and hereby waive the right of
objection as provided in General Statute 113-229
have objections to the project as presently proposed and my comments are attached.
Please mail written comments to:
NC Division of Coastal Management
Morehead City Field Office
400 Commerce Avenue
Morehead City, NC 28557
L
Printed Name of Adjacent Wparian Landowner
Bay River Metropolitan Sewer
Bayboro, NC 28515
Signature of Adjacent Ripari (Landowner (required)
Area Code Telephone Number (required)
Date: (I3 0 (7)
Enclosures:
CAMA Permit Application Cover Letter
CAMA Form MP -1
CAMA Form MP -2
CAMA Form MP -5
Figure 1 Project Vicinity
Bridge Plan Sheets: Stream and Wetland Impacts
rEU 7 760
Morehead City DCM

9�
�4 DSC 2 1 2009
Morehead City DC S
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY PERDUE EUGENE A. CONn, JR.
GOVERNOR SECRETARY
December 17, 2009
N.C. Department of Environment and Natural Resources
Division of Coastal Management — Morehead City Office
400 Commerce Avenue
Morehead City, NC 28557
Attention: Stephen Lane
NCDOT Coordinator
Subject: Request for Modification to CAMA General Permit, Section 404 NWP 14, Section
401 General Certification 3704, and Neuse Riparian Buffer Authorization for the
proposed replacement of Five Bridges on NC304 in Pamlico County, State
Transportation Improvement Program (STIP): Bridge No. 31 over Vandemere
Creek (B -5129B); Bridge No. 35 over Little Vandemere Creek (B -5129C); Bridge
No. 40 over Bear Creek (B -5129D); Bridge No. 42 over Gale Creek (B -5129E); and
Bridge No. 44 over UT to Jones Bay (B-4594), Federal Aid Project No.
BRZ-0304(3), State Project No. WBS 42287.1
Dear Mr. Lane:
On May 29, 2009 the Division of Coastal Management issued a CAMA General Permit for stream,
wetland, and riparian buffer impacts for five bridge replacement projects in Pamlico County.
Revisions were made to the construction drawings after the permits were issued. The North
Carolina Department of Transportation (NCDOT) requests a modification to reflect the changes
summarized in Table 1 below. Revised permit drawings reflecting these changes are attached. The
changes do not increase impacts beyond the threshold limit for the CAMA General Permit.
Table 1. Summary of Impact Changaes
Type of Impact and Site
B -5129B
Bridge No. 31
B -5129C
Bridrye No. 35
B -5129D
Bridge No. 40
B -5129E
Bridge No. 42
B-4594
Brid-e No. 44
404 Wetlands
W1
254
No Change
No Change
No Change
No Change
(Square Feet)
W2
No Change
No Change
No Change
No Change
No Change
W3
No Change
No Change
No Change
No Change
No Change
LAMA
W1
4
21
69
76
No Change
Wetlands
W2
No Change
No Change
198
144
240
(Square Feet)
W3
78
No Change
No Change
0
No Change
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
105 PAC OLUS HIGHWAY (NC 33) FAX: [phone] Pactolus Highway (NC 33)
GREENVILLE, NC 27834 Greenville, NC 27834
WEBSITE: WbVN.DOH.DOT.STATE.NC.US

December 17, 2009
Page 2
Table 1. Summary of Impact Changes
-- 11;
DEC 2 1 2009
Morehead City DOM
Type of Impact and Site
B -5129B
[Bridge No. 31
B -5129C
Bridge No. 35
B -5129D
Bridge No. 40
B -5129E
Bridge No. 42
B-4594
Bridge No. 44
Surface Water
S1
No Change
No Change
No Change
75
No Change
(Linear Feet)
S2
No Change
No Change
No Change
81
C7
01
No Change
No Change
No Change
No Change
No Change
Open Water
02
No Change
No Change
No Change
No Change
No Change
(Square Feet)
03
4
No Change
No Change
No Change
No Change
Riparian Buffer
B1
No Change
537
No Change
No Change
No Change
(Square Feet)
B2
No Change
696
438
337
No Change
$3
No Change
723
No Change
412
No Change
ZONE 1
B4
No Change
479
412
No Change
No Change
Riparian Buffer
B1
No Change
390
No Change
No Change
No Change
(Square Feet)
B2
No Change
508
1
223
No Change
B3
No Change
297
No Change
345
No Change
ZONE 2
B4
No Change
290
313
No Change
No Change
By copy of this letter the NCDOT requests the U.S. Army Corps of Engineers modify the NWP 3
B-4594,Pamlico 44 SAW -2009-01616 Issued on October 1, 2009; B-5129E,Pamlico 42 SAW -2009-
01617 Issued October 1, 2009; B-5129D,Pamlico 40 SAW -2009-01618 Issued October 1, 2009; 13-
5129C,Pamlico 35 SAW2009-01619 Issued September 16, 2009; and B-5129B,Pamlico 31 SAW -
2009 -01620 Issued September 16, 2009. The NCDOT also requests the N.C. Division of Water
Quality modify the Section 401 General Certification 3687 and Neuse Riparian Buffer
Authorization issued on J ;ne 18,2009 and June 29, 2009. Please provide written concurrence
confirming these permit modifications.
If you have any questions or comments concerning this request, please contact me at (252) 830-
3490. Thank you for your assistance.
Sincerely,
y B. Jo son
Division nvironmentalOfficer
NCDOT Division 2
Attachments:
Permit Drawings (8.5 x 11 and 11 x 17)
(1 set included for each bridge)
w/attachments
Mr. William Westcott, USACE (1 copy, CD)
Mr. Garcy Ward, NCDWQ
Mr. Ian McMillan, NCDWQ 401 Permit Unit
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC

December 17, 2009
Page 3
w/o attachments
Mr. Kevin Austin, P.E., Mulkey Inc.
47
UEU 2 1 2009
Morehead City DCIS

Ute 2 1 1009
NlnPnn rAPni i".A_.
� MESIC i +
` POP. 253 `
BRIDGE 031
`,OLLWLLE , ` .' `'
ASH CORNER,'
POP. 100 ,' antlers
C Point
00
m �
f VANDEMERE
�1216� POP. 287,��
1215v \ -� 121$ / 1217nn
NCDOT
DIVISION OF HIGHWAYS
VICINITYPAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
MAPS REPLACE BRIDGE X31
ON NC 304 OVER
VANDEMERcE� CREEK
SHEET OF / 10/22/09

NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
TOPO O MAP PROJECT: B-5129B
WBS NUMBER: 42287.1.1
SCALD: I." = 1500' REPLACE BRIDGE #31
ON NC304 OVER
VANDEMERE CREEK
SHEET oZ OF 10/22/09

REFERENCE NO
1
2
3
5
HI
41
PROPERTY OWNERS Ut l; 2 1 LUUJ
NAMES AND ADDRESSES Morehead City D
NAMES
WEYERHAEUSER CO.
BAY RIVER
METROPOLITAN SEWER
MELVIN RAY SUGG
LOUISE P. GOODING
CLAUDE CARAWAN HEIRS
ADDRESSES
P.O. BOX 1391
NEW BERN, NC 28563
BAYBORO, NC 28515
6583 GUM SWAMP RD
AYDEN, NC 28513
100 HICKORY ST
APT. D202
GREENVILLE, NC 27858
967 LEE FARM RD
ORIENTAL, NC 28571
NCD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE #31
ON NC 304 OVER
VANDEMERE CREEK
SHEET .3 OF 9 10/22/09

��- - - WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
- -- CORE FIBER ROLLS
DENOTES AREA TO BE EXCAVATED
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE '131
ON NC 304 OVER
VANDEMERE CREEK
p
SHEET 4 OF ! 10/22/09
LEGEND
'j
-JLB
WETLAND BOUNDARY
PROPOSED BRIDGE
5
�-L>
WETLAND
PROPOSED BOX CULVERT
DENOTES L IN
SI
®
WETLAND
PROPOSED PIPE CULVERT
12'-48"
FILL IN
(DASHED LINES DENOTE PIPES
WONDENOTES
SURFACE WATER
EXISTNG STRUCTURES) 54" PIPES
& ABOVE
FILL IN
®DENOTES
SURFACE WATER
(POND)
SINGLE TREE
®DENOTES TEMPORARY
FILL IN WETLAND
WOODS LINE
DENOTES EXCAVATION
IN WETLAND
DRAINAGE INLET
DENOTES TEMPORARY
®
FILL IN SURFACE
WATER
ROOTWAD
DENOTES HAND
®
CLEARING
* ■ *
■ *
DENOTES MECHANIZED
RIP RAP
* *
CLEARING
-� FLOW DIRECTION
ADJACENT PROPERTY OWNER
TB
5 OR PARCEL NUMBER
--
TOP OF BANK
IF AVAILABLE
WE_EDGE
-
OF WATER
® PREFORMED SCOUR HOLE
C
PROP. LIMIT OF CUT
- F
PROP. LIMIT OF FILL
LEVEL SPREADER (L S)
-� PROP. RIGHT OF WAY
NG
NATURAL GROUND
DITCH /
GRASS SWALE
PL _
PROPERTY LINE
- TDE -
TEMP. DRAINAGE
DENOTES IMPACTS TO
EASEMENT
BUFFER ZONE 1
-PDE-
PERMANENT DRAINAGE
EASEMENT
DENOTES IMPACTS TO
BUFFER ZONE 2
-EAB-
EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB-
EXIST. ENDANGERED
PLANT BOUNDARY
��- - - WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
- -- CORE FIBER ROLLS
DENOTES AREA TO BE EXCAVATED
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129B
WBS NUMBER: 42287.1.1
REPLACE BRIDGE '131
ON NC 304 OVER
VANDEMERE CREEK
p
SHEET 4 OF ! 10/22/09

PROJECT No. B-51298
WBS No. 42287.1)
I DATE. 10-22-2009 1
ROAD: NC 304
ROAD NAME: NC 304 OVER
VANDEMERE CREEK
I COUNTY: PAMLICO
CROSS SECTION
OF BRIDGE No. 31 DEC 2 1 2009
EXIXTING BRIDGE
SPANS: 1@17--8"- 1@M-2"- 17'-2 1 6'-10';
1@17-3' 1@18-1" lore�fead City
NOT T 0 SCALE
304
PROPOSED 21" CONCRETE CARED SLAB
PROPOSED LENGTH 3 @ 40'
33' CLEAR ROADWAY
NO DECK DRAINS ALLOWED
120'
NOT TO SCALE
304
I9

.
::.
4
i .. _ . A. 7.5+6.9.00
ST
.
EXISTING
_
.
10
ROADWAY
GRADE _
_
PROPOS'ED
_
ROADWAY'
BEGIN PAVEMENT
EXCAVATION
GRADE ..
END PAVEMENT
T
SA. 13+50.00 =L-
STA. 17+90.00 -L-
_:_
--- --- - '
- - -
---
-- --- - -
NATUfiAL -
NATURAL
NATURAL
;`
u'
GROUND NATURAL
GROUNDGROUND
_..l FF.T.:.
LEFT
_
RIGHT
_ ;:
,'
RIGHT
-.
-10 _
CLASS II RIP
2 TRICK WI
.RAP .
:FILTER FABRIC
� EXCAVATION
(TYR.)
165; YD3
14+00
15+00._
_
16+00
17+00
_
_
... ......_
CDOT
DIVISION
OF HIGHWAYS
PAML,ICO COUNTY �
CD
R O I .q
L E
PROJECT: B-5129B
JI'" —jr
REPLACE BRIDGE "31.
SCALE:
1" - 50, (HORIZONTAL)
ON NC 306 OVER
VANDEMERE CREEK
1" = 10• (VERTIC.AL)
Cj
SHEET
OF / 1022sQ.

;5.
IMPACT SUMMARY
404 WETLANDS
CAMA WETLANDS
SURFACE WATERS
BUFFERS
STRUCTURE FILL
TEMP.
FILL
HAND
EXCAVATION CLEARING
FILL
TEMP.
FILL
HAND
EXCAVATION CLEARING
FILL
TEMP. FILL
ZONE 1 ZONE 2
ZONE 1 ZONE 2 TOTAL FILL REMOVAL FILL REMOVAL
(ft2)
(ft2)
(ft)
(ft)
ftZ)
(ft2
(ftz) ft2
(ft2)
� )
rft2)
� )(ftz)
(ftp) (ft2)
W-1
254
0
0
0
4
0
0 0
W-2
0
0
0
0
18
0
0 0
W-3
0
0
0
0
78
0
0 0
O-1
108
O-2
108
O-3
4
Bi
437
82
519
62
295
141
436
B3
375
14
389
B4
354
237
591
TOTAL
12541
0
1 0 1
0
11001
0
1 0 1 0
1 220
1 0
1 1461
474
1935
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PAMLICO
PROJECT: B -5129B
rl
REPLACE BRIDGE #31 ON NC 304
OVER VANDEMERE CREEK
SHEET OF 10/22/2009 ,
;5.

STREAM & WETLAND IMPACTS
RETAIN ALL
O EXISTING DITCHES O �o O
O O rnitO
N ALL WETLAND BOUNDARIES wE re �lm WE/T8 co
l7
ARE CAMA WETLANDS,
UNLESS OTHERWISE NOTED. Z
r
CLASS I I RIP RAP
r W/ FILTER FABRIC
W -I a (TYPJ ~
m +
FILL IN CAMAFILL IN �= W-2
n,
WETLANDS (W- AMID c
(3 SO.FTZkETLANDS�
IN
Af FILL IN 404 i (I8 SQ.-fTJ
N'fTLfjNDS (W4) s UNDERWATE
'r (246 '50. FT.) DEBRIS
404 WETLANDS
- S REMOVAL
�- —--
F fes'
_TO
307
-L N57'38'31.01
N63"47'59.3'E -L-
'----- NC 304 ._ .:.::__.. _. - _::. _ -- :.: .. .. _ . .. ... NC 304 .. - -
F...,.,_ _
F F RETAIN _ ....
_
TO SIR 1222y
WE�LANpS (Wq) r'
(78 SQ. FFTJ c �� m
a o BM of
m -BL- STA 13+54' OJ
W-3 FILL IN SURFACE WATEFC (0-3) m 32.24 RIGHT
24'50. FTJ ELEV. 2.74'
* UDERWATER
DEBRIS REMOVAL
UNDERWATER ® DENOTES FILL IN
FILL IN SURFACE WATER -U DEBRIS REMOVAL WETLAND
(108 SO. FT.) FILL IN SURFACE WATER (0-2)
®DENOTES
SURFA E WAT
IN
FOR PERMIT TING ONLY (108 SO. FT.) ER
NOT FOR CONSTRUCTION
USE METHOD II FOR CLEARING
WE,�WEITB NOTE: VANDEMERE CREEK IS A BLUE LIN
STREAM AS SHOWN ON THE
VANDEMERE USGS QUAD MAP
404 WETLANDS FILL SURFACE WATERS FILL (OPEN WATERS)
EXISTING BRIDGE: ''�� NCD®T
W-1 254 SQUARE FEET 0-1 108 SQUARE FEET SPANS: IM7'-8'; 1017'-2'; 1016'-10'; lel7-31; 1018-1'=1DIVISION OF HIGHWAYS
LENGTH: 87'-'CAMA WETLANDS FILL 0-2 108 SQUARE FEET WIDTH- 28.1' COLEAR ROADWAY PLA = VIEW � PAMLICO COUNTY
W-1 4 SQUARE FEET 0-3 4 SQUARE FEET TIMBER CAPS AND PILES PROJECT;B-61298
SCALE: 1" = 60' WBS NUMBER: 42287.1.1
W-2 18 SQUARE FEET TOTAL 220 SQUARE FEET PROPOSED BRIDGE: a REPLACE BRIDGE tt31
21'CONCRETE CORED SLAB ON NC 304 OVER
W-3 78 SOUARE FEET WIDTH: 33' CLEAR ROADWAY C, l t. VANDEMERE CREEK p
TOTAL 100 SQUARE FEET LENGTH:304O' SHEET 8 OF / 10s2;
N
C
C

TO
B -I
BUFFER IMPACTS ® DENBUFFER ZONES I
RETAIN ALL BZI UAPACT - 13T ai
EXISTING DITCHES BZ2 aePACT = ez ai O ® DENOTES IMPACTS TO
BUFFER ZONE 2 p
O i, (z)
p
Ncc) ALL WETLAND BOUNDARIES WEITB WE/TB 4• DENOTES AREA TO BE EXCAVATED
ARE CAMA WETLANDS,
UNLESS OTHERWISE NOTED. h- -
I
m, CLASS II RIP RAP B-2
c" W/ FILTER FABRIC BZI IMPACT - 295 of
I \ (TYPJ
+BZ2 IMPACT = 191 ai
•
+
30' -*
E
20� o \
BUFFER
BUFFER 3pNE I ., Tmn;
m
20AE 2 � � $ � - ..
BON
404 WETLANDS — 30'
._. F F
TO NC 307 ------ — — - _
N57'38 3L0"E
N6 °47'59.3°E -L-
NC 304 _ ... _ _..._ .. _ .. _ - -. ; �, _.— x . ,:_
,_:_-- - .._. _ .. ..- NC 304 ..
--�
-'" -BL- STA" 11+55.67 7�-- -
_ . N w ELEV. 3.42' � ' � � � � m �
m mN m ao BM '1
m -BL- STA 13+54.09 - -
32.24' RIGHT m N'
FuL REMOVAL a 20' m ELEV. 2.74 °j N
796 ai BUFFER BU30' ' m ...
ZOHE 2 ZONE IL'
B-4 BUFFER BUFFER
BZI rAPACT 7s� ei ' ZONE 2 B-3
WE�B30 � 20' BZI IMPACT = 775 of
BZ2 IMPACT " 277 ei
BZ2 IMPACT v 19 sT
FOR PERMITTING ONLY I
NOT FOR CONSTRUCTION '
VIE/TB NOTE: VANDEMERE CREEK IS A BLUE LIN
USE METHOD II FOR CLEARING STREAM AS SHOWN ON THE
VANDEMERE USGS QUAD MAP
ZONE I BUFFER IMPACTS ZONE 2 BUFFER IMPACTS NCD®T
B-1 437 SQUARE FEET B-1 82 SQUARE FEET EXISTING BRIDGE:
SPANS: I@17'-8'; I@I7'-21; I@I6'-10°; I@I7-3'; I@I8-I° DIVISION OF HIGHWAYS
LENGTH.- 87'-0
B-2 295 SQUARE FEET B-2 141 SQUARE FEET WIDTH: 28.1' CAR ROADWAY PLAN VIEW PAMLICO COUNTY
LE
B-3 375 SQUARE FEET B-3 14 SQUARE FEET TIMBER CAPS AND PILES PROJECT:B-S129B
_ SCALE: 1" _ 50, WBS NUMBER: 42287.1.1
B-4 354 SQUARE FEET B-4 237 SQUARE FEET IPROPOSED BRIDGE: -- « REPLACE BRIDGE U51
TOTAL 1461 SQUARE FEET TOTAL 474 SQUARE FEET 21'CONCRETE CORED SLAB ON NC 304 OVER
WIDTH: 33' CLEAR ROADWAY VANDEMERE CREEK
0.034 ACRES 0.011 ACRES LENGTH: 3@40' p p
SHEET / OF / 10/22
01
c'

NORTH CAROLINA
BRIDGE X35
r MESIC
POP. 253
304 ♦ „�
Bear
~ OLLYVILLE
(CASH CORNERj,'
POP.100
s �
1217
OPE
VICINITY
MAPS
� M
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE X35
ON NC 304 OVER
LITTLE VANDEMERE CREEK
SHEET OF O 10/22/09

2 1 2009
Moi
t/ i
y'.
114

REFERENCE NO.
1
2
3
PROPERTY OWNERS uta z 1 ZMA
NAMES AND ADDRESSES 440 ehead City
NAMES
JAMES B. JONES
MT. OLIVE MISSIONARY BAPTIST
RUSSEL L. JONES
ADDRESSES
10237 NC HWY 304
BAYBORO, NC 28515
1012 BAY STREET
MOREHEAD CITY, NC 28557
8940 NC HWY 304
BAYBORO, NC 28515
NCD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE #35
ON NC 304 OVER
LITTLE VANDEMERE CREEK
SHEET 3 OF 0 10/22/09

LEGEND
--JLB WETLAND BOUNDARY PROPOSED ;BRIJDG�F 20
U9
WETLAND
L
® DENOTES FILL IN
WETLAND
DENOTES FILL IN
SURFACE WATER
®DENOTES FILL IN
SURFACE WATER
(POND)
®DENOTES TEMPORARY
FILL IN WETLAND
DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
DENOTES HAND
CLEARING
" DENOTES MECHANIZED
" CLEARING
FLOW DIRECTION
T_ TOP OF BANK
— WE EDGE OF WATER
C PROP. LIMIT OF CUT
F PROP. LIMIT OF FILL
�— PROP. RIGHT OF WAY
NG NATURAL GROUND
PL — PROPERTY LINE
— TDE — TEMP. DRAINAGE
EASEMENT
—PDE— PERMANENT DRAINAGE
EASEMENT
—EAB— EXIST. ENDANGERED
ANIMAL BOUNDARY
—EPB— EXIST. ENDANGERED
PLANT BOUNDARY
--- WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
— — — CORE FIBER ROLLS
PROPO, 0 FRT
"£"�" n,�•�� PROPOSED PIPE CULVERT
12"-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54" PIPES
& ABOVE
DENOTES AREA TO BE EXCAVATED
W SINGLE TREE
WOODS LINE
DRAINAGE INLET
�v— ROOTWAD
RIP RAP
ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
® PREFORMED SCOUR HOLE
LEVEL SPREADER (L S)
GRASS SWALE
DENOTES IMPACTS TO
BUFFER ZONE 1
DENOTES IMPACTS TO
BUFFER ZONE 2
1!' C D®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE a35
ON NC 304 OVER
LITTLE VANDEMERE CREEK
SHFRT 4 DF O 10,22//09

SHEET -5-
OF V 10/22/09

10122!2009 '?
T
0
CD
IMPACT SUMMARY
404 WETLANDS
CAMA WETLANDS
SURFACE WATERS
BUFFERS
STRUCTURE
TEMP. HAND
FILL FILL EXCAVATION CLEARING
FILL
TEMP.
FILL
HAND
EXCAVATION CLEARING
FILL
TEMP. FILL
ZONE 1
ZONE 2
ZONE1 ZONE2
TOTAL FILL REMOVAL FILL REMOVAL
(ft2) (ft2) (ft2)
(ft2)
(ft2)
(ft2)
(ft2) (ft2)
(ft2)
(ft2)
(ft2)
(ft2)
(ft2) (ft2) (ft2)
W1
20
B1
556
403
1 959
B2
634
498
1132
B3
713
291
1004
B4
483
295
778
01
100
02
100
W1
21
Fill Removal
427
TOTAL
0 0 0
0
41
0
0 0
200
0
2386
1487
3873 427 0
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE #35 ON NC 304
OVER LITTLE VANDDEMERE CREEK
SHEET OF �
10122!2009 '?
T
0
CD

O
) � CLASS II RIP RAP
Cu ti W/ FILTER FABRIC
(TYP.)
STREAM & VVETLAND IMPACTS
O WE/TB WE/TB
O 0,
/ � G
ZONE I
ZONE 2
SPECIAL CUT DITCH l
SEE DETAIL 'A' , I
REMOVE
EXIST �is_19
15" CONC. ,
TO SR 1221 F 15"
NC HWY 304
L
t
MODIFIED CONCRETE�L
FLUME WITH RIP
RAP DITCH
SPECIAL CUT DITCH
SEE DETAIL 'A'
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
S65°08'30.4"E
A
N
N
m
REMOVE
EXIST
15" CONC.
m BM
-BL- STA 11+29.64
70.34 RIGHT
ELEV. 6.82'
N
m �.
W
ATB
pp, T7 h
UEC21 2009
USE METHOD 2 FOR CLEARING IN WETLANDS Morehead City DChfJ
NO GRUBBING ACTIVITIES ALLOWED IN WETLANDS.
BRIDGE WIDENED
DUE TO SPREAD
RETAIN EXISTING DITChES
UNLESS OTHERWISE NOTED
, o�'e ead City 601V
�
ZONE I
1
0 ZONE 2
REMOVE
EXISTING
BRIDGE
S2
0o �-A
SMT,
m
rn
SCALE: I" m 50'
WE/TB
PROPOSED BENTS ARE SHOWN AS SURFACE
WATER IMPACTS DUE TO THE FACT THAT AT
HIGH TIDE THE WATER SURFACE ELEVATION
IS ABOVE THE BENT ELEVATION AT NATURAL
GROUND. THIS CAN NOT BE OBSERVED JUST BY
LOOKING AT THE SHOWN WATER EDGE LINE.
SEE THE PROFILE FOR VISUAL EXPLANTION.
NCD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE X35
ON NC 304 OVER
LITTLE VANDEMERE CREEK
SHEET 7 OF Y 10/22109

TO SR 1221
NC HWY 304
cp
2
BUFFER WPACTS
O
CLASS II RIP RAP
W/ FILTER FABRIC Ln
(TYP.)
ZONE I
ZONE 2 \
SPECIAL CUT DITCH
SEE DETAIL 'A'
REMOVE
EXIST
15" CONC.
F
T—
-L-
S65"OB'30.4"E
F
i
r,.
F MODIFIED CONCRETE
FLUME WITH RIP N'
'
^
RAP DITCH co
SPECIAL CUT DITCH
SEE DETAIL 'A'
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
/ REMOVE -J
EXIST
m 15" CONC.
BM
-BL- STA 11+29.64
70.34 RIGHT
ELEV. 6.82'
USE METHOD 2 FOR CLEARING IN WETLANDS
NO GRUBBING ACTIVITIES ALLOWED IN WETLANDS.
WE/TB
11 1 I .10, 1 l
SCALE: 1" = 50'
BRIDGE WIDENED ° `w
DUE TO SPREAD UEC 2 1 200.9
WEITB RETAIN EXISTING DIT � -_.�
UNLESS OTHERWISE NOTE 0
ZONE I
REMOVE
EXISTING
BRIDGE
RETAIN -RETAIN
—�— ,• r1;
SHOULDER; j
BERM GUTTER ZONE 2'
(TYP.) ! ZONE I
WE/TB
NCD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129C
REPLACE BRIDGE 435
ON NC 304 OVER
LITTLE VANDEMERE CREEK
e
SHEET OF 0 10/22/09

60 /U, 101 b 3O 1 d,39HS
x3all0 xVag
IdUA0 x'04 ON NO
031tt 9OU1119 9OV'Id2lli
f T'GB9vk:'dH9 fIN SSM
MM -U UDHtOldd
Ad,NIlOO OOI'IWYd
SAVMHJII-I JO NOISIAIQ
10CEDX
BL A d
aaawaaNvn
os
IQIWOd
a -
OOL'dOd
' .1a Na0:) HS N
It I
e5a •dOd '� � - - - - -
�'
f
Oma HOQINU
V '
J•
VNI�OdVD Hi�ON

Tu"' P 0 M A. Pyll PROJECT: B -5129D
WBS NUMBER: 42287.1.1
SCALE. Ill= 1500, REPLACE BRIDGE "40
ON NC 504 OVER
BEAR CREEK
SHEET pZ. OF 10122/09
....... ... q ..... .......
PpUnt
...... ........ . ......
. . . . ...... ......
... ...........
....
......
NICDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
Tu"' P 0 M A. Pyll PROJECT: B -5129D
WBS NUMBER: 42287.1.1
SCALE. Ill= 1500, REPLACE BRIDGE "40
ON NC 504 OVER
BEAR CREEK
SHEET pZ. OF 10122/09

PROPERTY OWNERS
NAMES AND ADDRESSES
REFERENCE NO. NAMES
I JOSEPH E. WOOD
2 RAYMOND M ORNDORFF,JR.
3 GARY B.FUTCH
ADDRESSES
1929 CNIETOWN RD SW
SUPPLY, NC 28462
10586 HWY J04
BAYBORO, NC 28515
2095 UPPER NECK RD
BAYBORO, NC 28515
N D®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129D
WBS NUMBER: 42287.1.1
REPLACE BRIDGE X40
ON NC 304 OVER
BEAR CREEK
/
SHEET 3 OF "t 10/22/09

—=-- — WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
— — — CORE FIBER ROLLS
='* DENOTES AREA TO BE EXCAVATED
_ CD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129D
WBS NUMBER: 42287.1.1
REPLACE BRIDGE a40
ON NC 304 OVER
BEAR CREEK
SHEET OF 9 10/22/09
LEGEND
t
---WLB
WETLAND BOUNDARY
PROPOSED BRIDGE
WETLAND
L
PROPOSED BOX CULVERT
DENOTESL IN
®
LAND
PROPOSED PIPE CULVERT
V2"-48"
DENOTES FILL
(DASHED LINES DENOTE PIPES
®
SURFACE WATERR
EXISTNG STRUCTURES) 54" PIPES
& ABOVE
DENOTES FILL IN
SURFACE WATER
(POND)
SINGLE TREE
®DENOTES
TEMPORARY
FILL IN WETLAND
WOODS LINE
DENOTES EXCAVATION
®
IN WETLAND
DRAINAGE INLET
®
DENOTES TEMPORARY
FILL IN SURFACE--�`�—'
WATER
ROOTWAD
• •
DENOTES MECHANIZED
•• •• •" *
CLEARING
—�
FLOW DIRECTION
RIP RAP
TB
TB
TOP OF BANK
— WE
EDGE OF WATER
6 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
C
IF AVAILABLE
--
PROP. LIMIT OF CUT
— F
PROP. LIMIT OF FILL
® PREFORMED SCOUR HOLE
--- n—
PROP. RIGHT OF WAY
LEVEL SPREADER (LS)
NG
NATURAL GROUND
PL —
PROPERTY LINE
DITCH J
— TDE —
TEMP. DRAINAGE
GRASS SWALE
EASEMENT
—PDE—
PERMANENT DRAINAGE
DENOTES IMPACTS TO
EASEMENT
BUFFER ZONE 1
—EAB—
EXIST. ENDANGERED
ANIMAL BOUNDARY
DENOTES IMPACTS TO
—EPB—
EXIST. ENDANGERED
BUFFER ZONE 2
PLANT BOUNDARY
—=-- — WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
— — — CORE FIBER ROLLS
='* DENOTES AREA TO BE EXCAVATED
_ CD®T
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129D
WBS NUMBER: 42287.1.1
REPLACE BRIDGE a40
ON NC 304 OVER
BEAR CREEK
SHEET OF 9 10/22/09

PROJECT No. B -5129D
WBS No. 42287.1.1
DATE: 10-22-2009
ROAD: NC 304
ROAD NAME: NC 304 OVER
BEAR CREEK
COUNTY: PAMLICO
CROSS SECTION
OF BRIDGE No. 40
EXISTING BRIDGE
I @ 17'-8"
1 @ 16'41"
1 @ 17'--9"
M-4" CLEAR ROADWAY
52'-4'
NOT TO SCALE
304
PROPOSED 21 " CONCRETE CORED SLAB
PROPOSED LENGTH: 3 SPANS @ 30'
33' CLEAR ROADWAY
NO DECK DRAINS ALLOWED
m
1 30' 1 30' 1 30'
NOT TO SCALE
304

SCALE: I" 50' MORIZGNTA L)
1" 10' (VERTICAL)
REPLACE BRIDGE 440
ON NC 304 OVER
BEAR CREEK
SHEET (Q OF 7 10/22/091

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Nc R12" CONC
i WM I WM OWM
BRIDGE
T
TO S� R ____]227
NC 304 20' BST
12, ON —
G;
USE METHOD II FOR CLEARING
SURFACE WATERS FILL (OPEN WATERS)
0-1 99 SQUARE FEET
0-2 99 SQUARE FEET
TOTAL 198 SQUARE FEET
O.0045 ACRES
STREAM & VVETLAND IMPACTS
FILL IN WETLANDS
W-1 69 SQUARE FEET
W-2 198 SQUARE FEET
TOTAL 267 SQUARE FEET
0.0061 ACRES
(TYP.)
I in inrnui n Tf-M
EXISTING BRIDGE:
SPANS: ICd17'-8"; I@0 -II"; I@17'-9"
WIDTH: 28'-1" CLEAR ROADWAY
RC FLOOR ON TIMBER JOISTS
END BENTS AND INTERIOR BENTS
TIMBER CAPS / TIMBER PILES
PROPOSED BRIDGE:
21" CONCRETE CORED SLAB
WIDTH: 33' CLEAR ROADWAY
LENGTH: 3 @ 30"
® DENOTES FILL IN
WETLAND
®DENOTES FILL IN
SURFACE WATER
DEC 2 Z 2009
A4ereheed City DCA,,
SBLKn
W� M
NC 304
s ' XISTUVG O W
NCDOT
DIVISION OF HIGHWAYS
PLAN VIEW PAMLICO COUNTY
PROJECT: B -5129D
WBS NUMBER: 42287.1.1
SCALE: 1" = 50' REPLACE BRIDGE #40
ON NC 304 OVER
Q BEAR �CyREEK
SHEET V OF "/ 10/22/09

BUFFER IMPACTS#a ij
K-=
B I
BZI IMPACT = 533 sf B-2 ' DEC LUU7
BZ2 IMPACT = 391 sf I BZI IMPACT = 438 sf �►'
OBZ2 IMPACT Isf 977 o . head �d�`y � �1
L� CLASS II RIP RAP + BUFFER BU ER
+ W/ FILTER FABRICO ZONE I E z
O
O (TYP.) O
r—
N
O m m m
LJ j A + 7
1 I C% FER BUFFER / g TA. 17+38 6 -L- IP
'� STA. 13+47.09 -L- (PT) I NZ Z30 N�6 ',
CONC..� CS
w ' WM Q GR I V F C C3 — a, OOpS
WOOD
M WM s
BRID��OT � vs`'''
f
TOO SR 1227
,tf .
NC 304 20' BST `'• __ wm
"' 70 Ste'R 12 ?
F -- — — — C 9 — _ SNC 304 --_ --- Q
201BS ^� \
C13 _
�— — _ — — N = T \
I
GR
I1 BEGIN PAVEME C6 TA. 12*75.00 \,
N WOODS CLASS II RIP RAP _
N \
N W/ FILTER FABRIC
m N N (TYP.) 1" 20'
m m �p 30 \_
r� FFER
ZONE IUFFER NE 2 ! \
BUFFER BUFFER B-4 �� B-3 WOODS
I 1
ZONE 2 ZONE I
20' 30' BZI IMPACT = 412 sf BZI IMPACT = 0 sf N
BZ2 IMPACT = 313 sfi
BZ2 IMPACT = 0 Sf I .+
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
FILL REMOVAL = v. DENOTES AREA TO BE EXCAVATED W
1327 sf
USE METHOD II FOR CLEARING O DENOTES IMPACTS TO
® BUFFER ZONE 1
® DENMBUFFERZONEST0
2
ZONE I BUFFER IMPACTS ZONE 2 BUFFER IMPACTS EXISTING BRIDGE: li CDOT
B -I 533 SQUARE FEET B-1 391 SQUARE FEET SPANS: I@I7'-8"; IC616'-II"; 1017'-9"
WIDTH: 28'-1" CLEAR ROADWAY DIVISION OF HIGHWAYS
B-2 438 SQUARE FEET B-2 I SQUARE FEET RC FLOOR ON TIMBER JOISTS PLAN VIEW PAMLICO COUNTY
END BENTS AND INTERIOR BENTS
B-3 0 SQUARE FEET B-3 0 SQUARE FEET TIMBER CAPS / TIMBER PILES PROUMBE :4 287
WBS NUMBER: �d2287.1.1
B-4 412 SQUARE FEET B-4 313 SQUARE FEET PROPOSED BRIDGE: SCALE: 1" a 50' REPLACE BRIDGE 040
21" CONCRETE CORED SLAB ON NC 304 OVER
TOTAL 1383 SQUARE FEET TOTAL 705 SQUARE FEET WIDTH: 33' CLEAR ROADWAY BEAR CREEK
0.032 ACRES 0.016 LENGTH: 3 @ 30"
SHEET OF 9 10//22//09

I N: 0 R T H
DEC 2 2009
A R
a(, C;itv Derv;
tA
-70
BRIDGE #42
1}a2 to
Meilt
'TlClTv!lT)4
MAPS
GC,'O$,, am tsLu4D 10
Pony
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -6129E
REPLACE BRIDGE '142
ON NC 304 OVER
GALE CREEK
SHEET / OF
10-22-09

--WLB WETLAND BOUNDARY
L WETLAND
DENOTES FILL IN
WETLAND
DENOTES FILL IN
fi SURFACE WATER
DENOTES FILL IN
SURFACE WRIER
(PDND)
DENOTES TEMPORARY
FILL IN WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
FILL IN SURFACE
WATER
• DENOTES MECHANIZED
• •� ■ " * CLEARING
-� > FLOW DIRECTION
Tom-- TOP OF BANK
- WE EDGE OF WATER
i
C PROP, LIMIT OF CUT
F PROP. LIMIT OF FILL
--�-- PROP, RIGHT OF WAY
NG NATURAL GROUND
PL - PROPERTY LINE
--.TOE- TEMP. DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLAINT BOUNDARY
-�- - -- WATER' SURFACE
xx xxx x x LIVE STAKES
(El)
BOULDER
------ CORE FIBER ROLLS
FILL REMOVAL
LEGEND DEC 2 1 2009
PROPOSEDBRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
tz'-48-
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) Sq" PIPES
& ABOVE
SINGLE TREE
WOODS LINE
a DRAINAGE INLET
ROOTWAD
RIP RAP
ADJACENT PROPERTY OWNER
0OR PARCEL PLUMBER
IF AVAILABLE
LEVEL SPREADER (LS)
GRASS SWALE
DENOTES IMPACTS TO
BUFFER ZONE i
DENOTES IMPACTS TO
SUFFER ZONE 2
NAL DOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129E
REPLACE BRIDGE ;t 42
ON NC 309 OVER
GALE CREEK
SHEEN' 4 OF 11 2-22-05
I

PROJECT No. 8 -5129E CROSS SECTION
ATDBRIDGE
DATE, -- --- B DGS o. 2 � ��'
E: t0-22-2GQ�
ROAD: NC 304 EXISTING BRIDGE UtU 2 1 1 U)oq
ROAD NAME: NC304 OVER I @ 16' 1" A-40re f7ea(l
GALE CREEK 1 @. 16'-8" y �,
_ J
COUNTY: PA LICO I @ 16'--9"
I @ 17'--2"
I @ 17' 17
28' CLEAR ROADWAY
�, GW5'
NOT TO SCALE
304
PROPOSED 21" CONCRETE TE CORED SLAB
PROPOSED LENGTH 3 SPANS I @ 30"1 @ 50 1 @ 30'
33' CLEAR ROADWAY
NO DECK DRAINS ALLOWED
Ito'
30'
I T-

>
d
> z
o
�zn
~z
nom
�
°
0

IMPACT SUMMARY
WETLANDS
3URFACE WATERcl
BUFFERS
STRUCTURE
ffFILLFILL EXCAVATION
CLEARING FILL FILL
ZONE 1
ZONE 2 TOTALI FILL REMOVAL FILL REMOVAL
0-1
110 0
0-2
110 0
B-2
337
223
560 0 0
B-3
412
345
757 0 0
220
376
749
568
1317
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129E
REPLACE BRIDGE #42 ON NC 30
OVER GALE CREEK

�•
009
METHOD 11 CLEARING
ms
NOTE; GALE CREEK IS A BLUE LINE.
STREAM AS SHOWN ON THE
VANDEMERE USGS QUAD MAP S
Sl Ln
�.
zU
MODIFIED
CONC..._
r-
T -
FLUME — F
a
.304 23'�sr
E,
ui
MODIFIED
CONC.
-.-
FLUME
r
SHOULDER -
►-
¢
BERM GUTTER
EXISTING BRIDGE:S2
,
SPANS: 1@161-61;
LENGTH: 101'-G"
-
WIDTH: 23' CLEAR ROADWAY
TIMBER CAPS, PILES, AND .JOISTS
CROWN TO BED: 7'
i.
WATER DEPTH:3'
PROPOSED BRIDGE -
DENOTES FILL IN
21° CONCRETE CORED SLAB
� SURFACE WATER
`
WIDTH: 33' CLEAR ROADWAY
Y v. F
LENGTH; 1030'; 1050'; 1@30'
DENOTES FILL IN
NO DECK DRAINS ALLOWED
WETLAND
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
OPEN WATERS FILL
CD®T
CAMA WETLANDS FILL
WI 76 SO.FT.
01 Ii0 SOFT.
DIVISION OF HIGHWAYS
W2 144 SOFT.
02 110 SOFT.
PAMLICO COUNTY
TOTAL 0.005 ACRES
TOTAL 0.005 ACRES
PROJECT:B-5129B
SURFACE WATERS FILL
REPLACE BRIDGE 44-2
ON NC 30.4 OVER
PLAN VIEW
SI 15 5O.`=T, 7 FT.
GALE CREEK
SCALE: 1" :50°
52 Sl SO.FT. 3 FT,
_ _ _- TOTAL 0.004 ACRES 10 FT.
SHEET
OF_ 10-22-09

OR PERMITTING ONLY
. fl— DENOTES FILL- IN FNOT FOR CONSTRUCTION
SURFACE WATER
Lu EXISTING BRIDGE:
SPANS: 81:
. ... . . . .....
ti LENGTH: 101'-6'
< 0 WIDTH: 28' CLEAR ROADWAY
TIMER CAPS, PILES, AND JOISTS
. .... .. CROWN To SED. 7'
WATER DEPTH: 3'
------ ....... PROPOSED BRIDGE-
/vc 304 23, . ... ...
.... ... . .......
21' CONCRETE CORED SLAB
WIDTH. 33' CLEAR ROADWAY
LENGTH: 1@30'-. 056': Ia3O'
NO DECK DRAINS ALLOWED
. .... ............ ...
mi
00000
M T 'HOD 11 CLEAIDLZ�Gx
E
NOTE: GALE CREEK IS A BLUE LIN
STREAMAS SHOWN ON THE,'-,
VANDEMERE USGS QUAD MAt6
CAMA WETLANDS FILL OPEN WATERS PILL
L T W
AINVI E
SCAL& 1" :50'
NCDOT (D
DIVISION OF HIGHWAYS
PAMLICO COUNTY
0)
PROJECT: B -5129B
REPLACE BRIDGE #42
ON NC 304 OVER
GALE CREEK 0
SHEET OF 10-22-09
WI 76 SQ.FT. 01 110 SQ.FT.
W2 144 SOFT. 02 110 SQ.FT.P
TOTAL 0.005 ACRES TOTAL 0.005 ACRES
SURFACE WATERS FILL
St. 75 SQ.FT. 7 FT'-
S2 81 SO.FT. 3 FT.
TOTAL 10.004 ACRES _10 FT.

m
0E(' 2 1 2009
BZI IMPACT = 0' sf
PROPOSED BRIDGE: FILL REMOVAL = 0 of
21" CONCRETE CORED SLAB BZ2 IMPACT = 0 sf
WIDTH: 33' CLEAR ROADWAY FILL REMOVAL = 0 sf oo�
LENGTH: I@30'; 1050'; f@30'
NO DECK DRAINS ALLOWED
PLAN VI E�
SCALE: 1" :50'
ZONE 'BUFFER IMPACTS
.BI 0 SQUARE FEET
B2 337 SQUARE FEET
83 412 SQUARE FEET
64 0 SQUARE FEET
TOTAL _501 SOUARE FEET
0.017 ACRES
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
ZONE 2 BUFFER IMPACTS
AREA i 0 SQUARE FEET
AREA 2 - 223 SQUARE FEET
AREA 3 348 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL 568 SGUAR,E FEET
0.013 ACRES
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129E
REPLACE. BRIDGE 042
ON NC 304 OVER
GALE CREEK
SHEET 1ODF 11 10-22-09
DENOTES
BUFFER ZONESITO
Dov,
-
MODIFIED CONC.----
z
METHOD
11 CLEARING
\\
QENIMPACTS TO
OUL R
j�
BUFF ER ZONE
BUFF2
SPANS: '@16'-6'; 1016'-11";
i
1@16'-9% I@IT-21; 1@17'-6'
N0TE: GALE CREEK
IS A BLUE
LINE
i
WIDTH: 28' CLEAR ROADWAY
TIMBER CAPS, PILES, AND JOISTS
FILL R.EMO%'AL
STREAM AS
SHOWN
THE
WATER DEPTH:3'
Bel
O `
V.ANDEMERE
.ON
USGS QUAD
GAAP
BI
BZI IMPACT = 0 sf
FILL REMOVAL Z. 0 sf
5Z2 IMPACT = 0 sf
�..
.FILL REMOVAL = 0 sf
J: ..
_
Ln
W
z
Z y :: MODIFIED
- FLUME
F
fI�C
• 3D
T 7
CA
•
i
I
BZI IMPACT = 0' sf
PROPOSED BRIDGE: FILL REMOVAL = 0 of
21" CONCRETE CORED SLAB BZ2 IMPACT = 0 sf
WIDTH: 33' CLEAR ROADWAY FILL REMOVAL = 0 sf oo�
LENGTH: I@30'; 1050'; f@30'
NO DECK DRAINS ALLOWED
PLAN VI E�
SCALE: 1" :50'
ZONE 'BUFFER IMPACTS
.BI 0 SQUARE FEET
B2 337 SQUARE FEET
83 412 SQUARE FEET
64 0 SQUARE FEET
TOTAL _501 SOUARE FEET
0.017 ACRES
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
ZONE 2 BUFFER IMPACTS
AREA i 0 SQUARE FEET
AREA 2 - 223 SQUARE FEET
AREA 3 348 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL 568 SGUAR,E FEET
0.013 ACRES
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129E
REPLACE. BRIDGE 042
ON NC 304 OVER
GALE CREEK
SHEET 1ODF 11 10-22-09
-
MODIFIED CONC.----
z
_ - FLUME
OUL R
EXISTING BRIDGE:
ERN' UTTER
SPANS: '@16'-6'; 1016'-11";
1@16'-9% I@IT-21; 1@17'-6'
n
LENGTH: 101'-6"
-
WIDTH: 28' CLEAR ROADWAY
TIMBER CAPS, PILES, AND JOISTS
CROWN TO BED: 7'
, .
WATER DEPTH:3'
Bel
O `
BZI IMPACT = 0' sf
PROPOSED BRIDGE: FILL REMOVAL = 0 of
21" CONCRETE CORED SLAB BZ2 IMPACT = 0 sf
WIDTH: 33' CLEAR ROADWAY FILL REMOVAL = 0 sf oo�
LENGTH: I@30'; 1050'; f@30'
NO DECK DRAINS ALLOWED
PLAN VI E�
SCALE: 1" :50'
ZONE 'BUFFER IMPACTS
.BI 0 SQUARE FEET
B2 337 SQUARE FEET
83 412 SQUARE FEET
64 0 SQUARE FEET
TOTAL _501 SOUARE FEET
0.017 ACRES
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
ZONE 2 BUFFER IMPACTS
AREA i 0 SQUARE FEET
AREA 2 - 223 SQUARE FEET
AREA 3 348 SQUARE FEET
AREA 4 0 SQUARE FEET
TOTAL 568 SGUAR,E FEET
0.013 ACRES
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B -5129E
REPLACE. BRIDGE 042
ON NC 304 OVER
GALE CREEK
SHEET 1ODF 11 10-22-09

EXISTING BRIDGE:
\ SPANS: 1016'-6'; I@IC'-il"; IM -16'-8';.
B2
BZt IMPACT = 337 sf
--M LENGTH: 101'-6'
J
FILL REMOVAL = 0 sf WIDTH: 28' CLEAR ROADWAY
30' 20' TIMBER CAPS, PILES, AND JOISTS
z �?� BZ2 IMPACT 223 sf CROWN TO BED: 7'
_ BUFFER BUFFER FILL REMOVAL 0 sf WATER DEPTH:3'
C
_jfi ` , �r.�;... ..... ZONE I ZONE 2 ^-- ,.,
p;;-- PROPOSED BRIDGE:
Q F21' CONCRETE CORED SLAB
.. .
P,OA03CAY
1..pC'.' rt'.. _...
F ... _ .�
r
LENGTI{•�@30�1�5Q'; 1@301
Nfl DECK DRAINS ALLOWED
NC 304 23 BS
-..... i!Gr!�
- ENOYLS IMPACTS T
_ _..:... _. _ _.:.,._._ - BUFFER ZONE J
w OENDTES RMP.AC1'6 TO
BUFFER ZONE 2
ZAl i
C-)
N
B 3 , 2
, ti
30 \ BZI IMPACT = 412 sf l' cmc
9�
FILL REMOVAL = 0 sf i s
L
1p
NOTE: GALE CREEK IS A BLUE LINE
STREAM AS SHOWN ON THE
VANDEMERE USGS QUAD MAP
METHOD HOD ][1_
C LIHARI1 G
PLAN VIEW
SCALE. 1" :50'
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
NC111OT
DIVISION OF HIGHWAYS
PA14LICO COUNTY
PROJECT: B -5129B
REPLACE BRIDGE 042
ON NC 504 OVER
GALE CREEK
c,=
f / j
SHEET i ` Q7h �1 10-22-09
ZONE IBUFFER IMPACTS I ZONE 2 BUFFER IMPACTS
_BI 0 SQUARE FEET AREA I 0 SQUARE FEET
82 337 SQUARE FEET AREA 2 223 SQUARE FEET
B3 412 SQUARE FEET AREA 3 345 SQUARE FEET
B4 0 SQUARE FEET AREA 4 0 S_UUARE FEET
_.....
TOTAL SOI SQUARE FEET TOTAL. 568 SOUA:RE FEET
0.017 ACRES 0.013 ACRES
-

V vi,`
DEC 2 1 2009
NORTH CAROL! WKA head City i)jD&
r LLE
H el�
_ JRHIE
POP. 100
15•!5
BRIDGE 1444
'I VICINITY
MAPS
\,1230 1229
124
1228
12: ry 1 28
1238
1246
4144
A
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4594
'%rBS NUMBER 4,2287.1.1
REPLACE BRIDGE #44
ON NC 504 OVER
JONES BAY
SHEET OF 9 10 / 22 109
MESIC
POP. 25D
'I VICINITY
MAPS
\,1230 1229
124
1228
12: ry 1 28
1238
1246
4144
A
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4594
'%rBS NUMBER 4,2287.1.1
REPLACE BRIDGE #44
ON NC 504 OVER
JONES BAY
SHEET OF 9 10 / 22 109

s
FLOW DIRECTION
TB -- TOP OF BANK
W;:7
EDGE. OF WATER
C PROP. LIMIT OF CUT
— —F PROP. LIMIT OF FILL
—�— PROP. RIGHT OF WAY
NG NATURAL GROUND
PL — PROPERTY LINE.
TOE— TEMP, DRAINAGE
EASEMENT
--PDE— PERMANENT DRAINAGE
EASEMENT
—EAB— EXIST.. ENDANGERED
ANIMAL BOUNDARY
—EPB— EXIST. ENDANGERED
PLANT BOUNDARY
�- - — WATER SURFACE
x x x x x LIVE STAKES
x x x
a BOULDER
-- CORE FIBER ROLLS
DENOTES AREA TO BE EXCAVATED
ADJACENT PROPERTY OWNER
OR.PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
GRASS SWALE
DENOTES IMPACTS TO
.BUFFER ZONE 1
DENOTES IMPACTS TO
BUFFER ZONE 2
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-9594
WBS NUMBER: 42287.1.1
REPLACE BRIDGE a44
ON NC 304 OVER
JONES BAY
SHEET 4 OF d 10/22/09
LEGEND
nFc
2 10 ag
---k'LB
WETLAND BOUNDARY
PROPOSED BRIOGE
�-
-d City
L.
WETLAND
PROPOSED BOX
j);
CULVERT
DENOTES FILL IN
WETLAND
( '=
PROPOSED PIPE
CULVERT
42°-49"
DENOTES TN
(DASHED LINES DENOTE
SURFACE WATER
EXISTNG STRUCTURES)
'PIPES
54° PIPES
& ABOVE
DENOTES FILL
SURFACE WATER
�
(POND)
SINGLE TREE
I DENOTES TEMPORARY
FILL IN WETLAND_
WOODS LINE
DENOTES EXCAVATION
IN WETLAND
DRAINAGE INLET
i
DENOTES TEMPORARY
L111l1 'd
FILL IN SURFACE.
U
WATER
`--
ROOTWAD
DENOTES HAND
CLEARINu
• • *
*
DENOTES MECHANIZE[)
R.IP RAP
** * ■
CLEARING
FLOW DIRECTION
TB -- TOP OF BANK
W;:7
EDGE. OF WATER
C PROP. LIMIT OF CUT
— —F PROP. LIMIT OF FILL
—�— PROP. RIGHT OF WAY
NG NATURAL GROUND
PL — PROPERTY LINE.
TOE— TEMP, DRAINAGE
EASEMENT
--PDE— PERMANENT DRAINAGE
EASEMENT
—EAB— EXIST.. ENDANGERED
ANIMAL BOUNDARY
—EPB— EXIST. ENDANGERED
PLANT BOUNDARY
�- - — WATER SURFACE
x x x x x LIVE STAKES
x x x
a BOULDER
-- CORE FIBER ROLLS
DENOTES AREA TO BE EXCAVATED
ADJACENT PROPERTY OWNER
OR.PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
GRASS SWALE
DENOTES IMPACTS TO
.BUFFER ZONE 1
DENOTES IMPACTS TO
BUFFER ZONE 2
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-9594
WBS NUMBER: 42287.1.1
REPLACE BRIDGE a44
ON NC 304 OVER
JONES BAY
SHEET 4 OF d 10/22/09

PROJECT No. B-4594
WBS No. 42287.1.1
DATE, 10-22-2009
ROAD: NC 304
ROAD NAME., NC 304 OVER
JONES BAY
COUNTY.- PAMLICO
CROSS SECTION
OF BRIDGE No. 44
EXISTING BRIDGE lj� 21 2009.
1 @ 17WI" 110'retip-ad cit
I @ 16WO"
I @ 17'-8"
22'CLEAR ROADWAY
52'-5'
NOT TO SCALE
304
PROPOSED 21" CONCRETE CORED SLAB
PROPOSED LENGTH: 2 SPANS I @ 30,; 1 @ 50'
33' CLEAR ROADWAY
NO DECK DRAINS ALLOWED
80,
30' 50,
NOT TO SCALE
'04

IMPACT SUMMARY
WETLANDS
URFACE WATER
BUFFERS
STRUCTURE
FILL
(ft)
TEMP.
FILL
{ft)
EXCAVATION
(ft)
MECH,
CLEARING
(ft)
TEMP.
FILL FILL ZONE 1
ftz (ft`) or)
ZONE 1 ZONE 2
ZONE 2 TOTAL FILL REMOVAL FILL REMOVAL
(f) (ft) - (it)
W-1
142
0
0
0
W-2
240
0
0
0
W-3
4
0
0
0
O-1
99 0
S-1
9 0
S-2
67 0
TOTALS
386
175
rn r.,v.
r
-d
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT: B-4594
REPLACE BRIDGE #44 ON NO 304
OVER JONES BAY
SHEET 7 OF 9 10/22/2009

RETAIN ALL
EXISTING DITCHES
ALL. WETLAND BOUNDARIES
ARE CAMA WETLANDS,
UNLESS OTHERWISE NOTED.
s�
C) MARSH
�
C l i—
i
Ci --
V7
TB
we
STREAM &
TB
`yam. �"-.^��✓" _„-��--'��--x---"J. ~ - J- r ..�
304
WEB-
-77
NCDOT ALUM. DISK W-
-�""�� STAMPED `84594-P
SR 1224 wB rB N 550,446.5800
E 2,717,896.8380
ELEVATION 4.52
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
L1SE METHOD 11 FOR CLEARING
LAMA WETLANDS FILL SURFACE WATERS FILL (STREAM)
W-1 142 SQUARE FEET S-1 9 SQUARE FEET
W-2 240 SQUARE FEET S-2 67 SQUARE FEET
W-3 4 SQUARE FEET SURFACE WATERS FILL (OPEN WATE.I
0-4 99 SQUARE FEET
TOTAL 386 SQUARE FEET_ TOTAL 175 SQUARE FEET
I 0.009 ACRES 0.004 ACRES
WETLAND IMPACTS
MARSH
UNDERWATER
DEBRIS 12' REBAR
`REMOVAL E 2 708583532
ELEVATION 5.27
MODIFIED CONC.
25.0 FLUME, S-1
0-1 _ _....�_ ....W 1__-____ R/ IN
/vc J04
MODIFIED CONC.
FLUME
S-2
WE
`0 W-2
V7 UNDERWATER
q DEBRIS
REMOVAL
MARSH
MARSH -4 �l(?� -� w-3...
7-13 -�\ �9r TB
wB��.
�`'� WE
EXISTING BRIDGE:
SPANS. 1@17'-11 0I6'-10 1@17'-8"
LENGTH: 52'—S
WIDTH: 22' CLEAR ROADWAY
PROPOSED BRIDGE.-
21"
RIDGED21" CONCRETE CORED SLAB
WIDTH: 33' CLEAR ROADWAY
LENGTH: 1@30', I@50'
PLAN VIEW
SCALE: l" - SO'
0 DEC 21 2009
DENOTES FILL IN
WETLAND
DENOTES FILL IN
SURFACE WATER
NCDOT
DIVISION OF HIGHWAY'S
PA.MLIC© COUNTY
PROJECT, B-4594
WBS NUMBER: 42287.1.1
REPLACE BRIDGE #44
ON NC 504 OVER
JONES BAY
SHEET 0 OF '1 10/22/09 1
.T
(;jvj

RETAIN ALL
EXISTING DITCHES
ALL WETLAND BOUNDARIES
ARE CAMA WETLANDS,
UNLESS OTHERWISE NOTED,
BUFFE R IMPACTS
l.
NAD 83
MARSH
WE
WE y
12' REBAR
MARSH N 550,599.2321
E 2,717 858.1632
EL. EVA
1'ION
5.27
TBWE ,, water Iine
40-7
S1
NCDOT ALUM. DISK
-~ - - -TB STAMPED '84594-1'
--T Q SR 2M WE N 550,446.5800
E 2,717,896.8380
ELEVATION 4.52
MARSH
FIIL REMOVAL
690 sf f
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
USE METHOD It FOR CLEARING
ZONE IBUFFER IMPACTS ZONE 2 BUFFER IMPACTS
Q
C31
CD
NO BUFFERS EXISTING BRIDGE:
NO BUFFERS
__._...._ � SPANS: 1@I7' -II 1916'-10"; 1@17'-8"
LENGTH: 52'-5"
WIDTH: 22' CLEAR ROADWAY
PROPOSED BRIDGE:
TOTAL 0 SQUARE FEET TOTAL 0 SQUARE FEET 21°CONCRETE CORED SLAB
WIDTH: 33' CLEAR ROADWAY
0.00 ACRES 0.00 ACRES LENGTH: I030', 1@50'
KmDENOTESIMPACTS TO
BUFFER ZONE 1
{)€NOTES i ZONE TO
ONE
SUFFER .Z 2
DENOTES AREA TO BE EXCAVATED
i
t.
DEC: 2 1 2009
kiorehea(, Otty
MODIFIED CONC.
-----•__._-____--- .
FLUME
R/W _
NC j04
20 '9sr
- -
MODIFIED CONC.
.0 FLUME
�9�- - T8
WE
�x
4YE — T8 -- _
O
Cb
MARSH 10 NC 3`3 1
PLAN IJL .! 9 V
SCALE: 1" = 50'
NCDOT
DIVISION OF HIGHWAYS
PAMLICO COUNTY
PROJECT-. B-4594
NUBS NUMBER: 42287.1.1
REPLACE BRIDGE X44
ON NC 304 OVER
JONES BAY
OF 1 10//22/09