55241_NC DOT_20100323

171 DREDGE & FILL
GENNERAL PERMIT Previous permit #
QMNevem,— 0:11odification 17Complete Reissue L-1 Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
El Rules attached.
Applicant Name Project Location: County- 4:512
Address Street Address/ State Road/ Lot #(s)
City— State ZIP
Phone # (_) Fax # Subdivision
Authorized Agent City ZIP
Affected El CW —EW PTA —ES E, PTS Phone# River Basin
AEC(s): [I OEA HHF IN — UBA -- NIA Adj. Wtr. Body (nat /man
,
PWS: -- FC:
ORW: yes / no PNA yes / no Crit.Hab. yes no Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)
T—
Finger pier(s)
Groin length
T-1
number
Bulkhead/ Riprap length
avg distance offshore—
11
max distance offshore
H 1-1
f t 4
Basin, channel
cubic yards
Boat ramp
Afi I III
Lt 17 A
Boathouse/ Boatlift
Beach Bulldozing
Other X
Shoreline Length
not sure
SAV: yes
no
Sandbags: not sure yes
Moratorium: n/a
'no
no; 0 C, 0 L,/
A -y J, r
yes
Photos: yes
no
Waiver Attached: yes
no
A building permit may be required
by:
0 See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Juriscliction Rover File Name

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

Lane, Stephen
To: 'Johnson, Jay B'
Cc: Sutton, Michael W
Subject: RE: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Attachments: D00090910.pdf; D00090910-002.pdf
Hi Jay,
DCM has reviewed the permit modification request submitted to DCM on August 31, 2010 for the modification of DCM
General Permit #55241 and associated Buffer Authorization for the replacement of Beaufort Bridge#39. The request to
allow the replacement of two existing culverts adjacent to the bridge is consistent with the current rules and regulations
of DCM and DWQ and has been approved. I have scanned a copy of the modified General Permit and Buffer
Authorization and attached them to this email. I will put a hard copy in the mail to you today. If I may be of any further
assistance with this project, please let me know.
Sincerely,
Stephen Lane
Coastal Management Representative
From: Johnson, Jay B [mailto:[e-mail]]
Sent: Tuesday, August 31, 2010 11:29 AM
To: Lane, Stephen
Cc: Ward, Garcy; Sutton, Michael W
Subject: FW: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Stephen, Please find attached the proposed revision to the plans on B4025 Beaufort #39. The existing plans show side
pipes being removed and open ditches laid back to the stream. Current design will cause cronic erosion and maintenance
problems for maintence crews after the completion of the project. The new design will replace the old side ditch pipes (in
their original locations) and be covered back to their original contours, slopes and seeded. Please let me know if their is
anything else needed to process this request.
From: Lewis, Amy Nicole
Sent: Tuesday, August 24, 2010 4:33 PM
To: Johnson, Jay B
Subject: FW: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Here is the drawing for B4025. Let me know what else you need.
Thanks
Amy
From: Peoples, Teri P
Sent: Friday, August 20, 2010 12:32 PM
To: Lewis, Amy Nicole
Subject: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Amy,
Here is the PDF for the Proposed Locations. The elevations/ locations are actual locations of the existing network of pipe
structures to be removed.

Lane, Stephen
From:
Johnson, Jay B Objohnson @ ncdot.gov]
Sent:
Tuesday, August 31, 2010 11:29 AM
To:
Lane, Stephen
Cc:
Ward, Garcy; Sutton, Michael W
Subject:
FW: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Attachments:
B4025—Proposed Pipe Locations.pdf
Stephen, Please find attached the proposed revision to the plans on B4025 Beaufort #39. The existing plans show side
pipes being removed and open ditches laid back to the stream. Current design will cause cronic erosion and maintenance
problems for maintence crews after the completion of the project. The new design will replace the old side ditch pipes (in
their original locations) and be covered back to their original contours, slopes and seeded. Please let me know if their is
anything else needed to process this request.
From: Lewis, Amy Nicole
Sent: Tuesday, August 24, 2010 4:33 PM
To: Johnson, Jay B
Subject: FW: 84025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Here is the drawing for B4025. Let me know what else you need.
Thanks
Amy
From: Peoples, Teri P
Sent: Friday, August 20, 2010 12:32 PM
To: Lewis, Amy Nicole
Subject: B4025 New Proposed 24" Corrugated Aluminum Pipe (CAP) Locations
Amy,
Here is the PDF for the Proposed Locations. The elevations/ locations are actual locations of the existing network of pipe
structures to be removed.
TERI P PEOPLES
Survey Party Chief/CADD Technician RECEIVED
New Bern Construction Office
NCDOT AUG 3 12010
252-514-1127 (Cell) Morehead City DCM
252-514-4759 (Office)
252-514-4761 (Fax)
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law (GS 132) and may be disclosed to third parties by an authorized state official
Email correspondence to and frorn this sender is -Subject to the N.C. Public Records Law and may be disclosed to third perties.

DGE NO.39
SCALE: ]"=30'
v v NEW PROPOSED LOCATIONS of 24" CAPS
(with Lengths and Invert Elevations
INV
_ -71.62'
/ 0)
/ N
/ CAT -1
Z4
OP CU
(TYP) ,
INV = -1.64 O
Q.
F
INV = -0.96
INV = -0.96
-f-
56.03'
1 GRAU 350 8
IF u 0 -
INV = -0.65 ------F
F--- F-
�4 ' INV = -0.65
1A
RECEIVED
AUG 312m
MOreh@Od City DCM

ti
BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS
A riparian buffer authorization is required for bridge replacement activities within the Neuse and Tar -
Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 026.0233 &.0259. The
Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed
complies with the aforementioned regulations, and made a "no practical alternatives" determination
per those regulations.
Those activities covered by your Coastal Area Management Act (LAMA) permit have received Buffer authorization
as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure
to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the
construction &/or land clearing to a civil penalty of up to $25,000 per day per violation.
1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,
unless otherwise approved by this certification.
2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and re -vegetated. Maintained buffers shall be permanently re -
vegetated with non -woody species by the end of the growing season following completion of
construction. For the purpose of this condition, maintained buffer areas are defined as areas within
the transportation corridor that will be subject to regular NCDOT maintenance activities including
mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody
species before the next growing season following completion of construction.
3) Pursuant to NCACI5A 2B .0233 & .0259, sediment and erosion control devices shall not be placed in
Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ
has approved no sediment and erosion control devices in Zone 1, outside of the approved project
impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed
in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as
diffuse flow.
4) Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
Stormwater Best Management Practices.
By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify
that all informati n is complete and accurate.
,_ ) kn 5 --
Agent
Agent or Applicant Printed Name Permit Officer's Signature
- r�., n.,� Y-D'o-)c
Agent Apcan ignature Issue Date
S� 1 l 41VefIr
CAMA GENERAL PERMITc/j #: f' 4;. ,
/
'/^."12�'N

05vi n o - o ., Habitat Impac�--
Applicant4
Date: O
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
teTp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
S,Gy Wim`
Dredge ❑ Fill ❑ Both ❑ Other p-
3 O✓
/act
ufCo
Dredge El Fill [ oth ❑ Other E]/S—
J
1
Dredge ❑ Fill ❑ Both ["Other ❑
Dredge
I'-3
I!� � —3
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
z':r. ..5 ,'Rr,,.*k d' pet :c S+ffx.:;F.: ^ua.` LA .%&''..n10

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE P.O. BOX 1587, Greenville, N.C. 27835-1587 EUGENE A. CONTI,Jr.
GOVERNOR SECRETARY
January 13, 2010
Mr. Stephen Lane,
Representative, Division of Coastal Management
North Carolina Department of Environment
And Natural Resources RECEIy�p
Division of Coastal Management FEB 8 201a
Morehead City District
400 Commerce Avenue Norebe0ct city DCM
Morehead City, North Carolina 28557
Attention: Mr. Stephen Lane
Subject: CAMA Permit Application for B-4025, Beaufort 39,SR 1925, Idalia Road Over
Broomfield Swamp Creek ,Beaufort County
WBS Element 33392.1.1
Enclosed please find information regarding a Division 2 project located in Beaufort
County. The project name is B-4025, Beaufort 39,SR 1925, Idalia Road over Broomfield Swamp
Creek in Beaufort County. The WBS Element Number is 33392.1.1 . The proposed scope of
work is to replace the existing timber bridge at Station 15+00 —L- with a proposed 112.62 Feet
Long by 27'-10" Clear Roadway Bridge. Due to the age and condition of the existing structure,
The North Carolina Department of Transportation deemed it necessary to replace the existing
structure. The existing pavement is 20' wide.The Telephone and Cable TV Lines will be
relocated and installed by Directional Bore as shown on the plans. The lines will be placed at a
depth of a minimum of 6'under the bottom of Broomfield Swamp Creek. The Launching and
Receiving Pits are well away from the Riparian Buffer.
The amount of impervious surface has been reduced as much as possible. There will be
grass shoulders throughout the project that will filter runoff from the pavement and thus
minimize water quality impacts. Slopes of vegetated roadside ditches are typically steeper than
3:1 but are consistent with the existing slopes. Flatter slopes were not used due to the additional
wetland impacts that would be created. There will be 2 pipe replacements at Station 17+00,Left
and Right of —L- that discharge into the creek, but the stormwater is treated by wattles at the inlet
and outlet ends of these pipes. A proposed 24" x 36' CSP Cross -Line will be installed at Station
17+45 to convey stormwater. Wattles located near the inlet and outlet end of the pipe will treat
stormwater.
DIVISION TWO • P.O. BOX 1587 • GREENVILLE, N.C. 27835
PHONE [phone] • FAX [phone]
i

C;Sw;NSW. The main wetland complex through which the roadway is located, is dominated by a
Bottomland Hardwood Forest. Approximately 15 Square Feet of 404 Wetland Impacts will be
filled by the proposed project. No Coastal Wetlands will be impacted.No mitigation is required
by the United States Army Corps of Engineers.The Fill Removal, 404 Wetland Credits proposed
for this project are approximately 1217 Sq. Ft. (0.03 acres). The North Carolina Wildlife
Resources Commission has requested an in water work moratorium from February 15 to June 15.
The North Carolina Department of Transportation requests that this project be authorized
by the issuance of a Coastal Area Management Act General Permit. Please find attached the
completed DCM-MP-1 ,DCM-MP-2, and DCM-MP-5 Forms along with the Preconstruction
Notification Form and appropriate permit drawings and maps. The PS Form 3811,Certified Mail
Receipts from the adjacent property owner notifications are also included. Should you have any
questions regarding this information, please contact me at 252-830-3490 ext. 248.
Sincerely,
Jayohn n
Environmental Officer
NCDOT, Division 2 RECENM
,FEB 8 2010
M"tftd City DCM
DMSION TWO • P.O. BOX 1587 • GREENVILLE, N.C. 27835
PHONE [phone] • FAX [phone]

1enrr-1
ArpucAneN for
Meior Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department Of Transportation
B-4025 Beaufort 39 SR 1925, Idalia
Road Beaufort County
Agent/ Contractor 2: First Name
WBS Element 33392. 1.1
Last Name
Applicant 1: First Name
MI
Last Name
City
Jay
B.
Johnson
Phone No. 1
-
Applicant 2: First Name
MI
Last Name
Contractor #
If additional applicants, please attach an additional page(s) with names listed.
Street Address (if different from above)
Mailing Address
PO Box
City
ZIP
State
1587
Greenville
NC
ZIP
Country
Phone No.
FAX No.
27835 1587
us
252 - 330-3490
ext. 248
252 - 830 - 3,341
Street Address (if different from above)
City 7State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
RECEIVED
FEB S 2010
Morehead City.

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort
SR 1925, Idalia Road
Subdivision Name
City
State
Zip
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Broomfield swamp 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
Pamlico River
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.
None
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
120' (60' North and 60' South)
N/A
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
5.0" ❑NHW or ®NWL
e.
Vegetation on tract
Maintained Roadside Grasses
f.
Man-made features and uses now on tract
Bridge
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Woods
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No NA
If yes, by whom? SHPO Rene Gledhill-Eariy
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
❑Yes ®No
®Yes E)NDr RECEIVED
FEB 8 2010
M10r®he ad City �, -

Form DCM MP -1 (Page 3 of 5)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
NIA
p. Describe existing storm water management or treatment systems.
NIA
APPLICATION for
Major Development Permit
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®PublicfGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing Timber Bridge Will Be Replaced By A Proposed Cored Slab Bridge. Proposed Telephone Lines and Cable TV
Lines will be relocated by directional Bore.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The Existing Bridge Will Be Removed and the Proposed Bridge Will Be Installed. Existing Telephone and Cable TV Lines
will be relocated by directional Bore. Typical Roadway Construction Equipment Will Be Used, Including, But Not Limited To
Tracked Excavators, Crane, Dump Trucks, Flat -Bed Trucks, Back-Hoes,And Boom Trucks.
d. List all development activities you propose.
Bridge Replacement and Utility Relocation
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 3625 ®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.
N/A
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [:]NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property 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 statu p
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, iawings toIrFhth
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. 1,
t
i.
Wrehead Clty i'1

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 PCS Phosphate Company,lnc.
Phone No.
Address P.O. Box 425 Aurora, NC 27806 Parcels 2641, 6125,and 8701
Name Frank Fosskey,Sr.
Phone No.
Address 2201 Stuart Drive Durham, NC 27707 Parcel 7200
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.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
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 January 13, 2010 Print Name _Jay B. Johnson
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
RECEI VEr
FEB 8 2010
Moreh®ad City DCM

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
I. 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 MSB
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
(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 disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes [:]No [--INA
(ii) If yes, how much water area is affected?
RECEIVED
T 7 1
FEB 8 L 010
Morehead C14, t.,._ M
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
N A
NA
Final Project
Depth
N A
NA
I. 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 MSB
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
(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 disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes [:]No [--INA
(ii) If yes, how much water area is affected?
RECEIVED
T 7 1
FEB 8 L 010
Morehead C14, t.,._ M

Eorni 0CM II -VIP -2 (Excavation and Pili, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
T.
1N" v.� —u— D. Lengrn: 1L0' (b0' NO" And 60' South)
❑Bulkhead ®Riprap ❑ Brea kwater/Sill ❑Other.
Width: 5'
c. Average distance waterward of NHW or NWL: 15' d. Maximum distance waterward of NHW or NWL: 15'
e. Type of stabilization material:
Class B Marl
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap o
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No RNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Granitel
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No DNA b. (i) Will fill material be Dlaced in coastal wetlands/march (CM)
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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 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)?
Silt Fences,Rip Rap, and turbidity Curtains Typical Road and Bridge Construction Equipment Boring
Equipment for the Telephone Lines and Cable TV Lines
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
January 13, 2010
Date
B-4025 Beaufort 39 SR 1925,ldalia Road,Bridge Replacement
WBS Element Number 33392.1.1
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No RNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Jay B. Johnson RECEIVEV
Applicant Na s
_. FEB 8 .2010
Applicant Sig ure 6WOfehe� iyt. �,

MR gem 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 El This section not applicable
a. Is the proposed bridge:
❑Commercial ®Public/Government ❑Private/Community
c. Type of bridge (construction material):
Concrete Cored Slab
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 106'
(iii) Width of existing bridge: 27'-6"
(iv) Navigation clearance underneath existing bridge: 3'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the Existing Bridge will be Removed
9- Length of proposed bridge: 110'
b. Water body to be crossed by bridge:
Broomfield Swamp Creek
d. Water depth at the proposed crossing at NLW or NWL:
7'
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: 27'-10"
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: 3'
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 3'
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a• Number of culverts proposed:
b. Water body in which the culvert is to be placed:
RECEIVEL
FEB 8 201tl
< Form continues on back> ri
Morehead Ch-;

Form 7 CM PIP -5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑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:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
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)
g- Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes []No
❑Yes ❑No
If yes, explain: If yes, explain:
3. EXCAVATION and FILL ❑ This section not applicable
a
C.
(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: 3' West End of
Bridge,
(iii) Avg. width of area to be excavated: 30' West End of
Bridqe'
(iv) Avg. depth of area to be excavated: 1_0'
(v) Amount of material to be excavated in cubic yards: 0_3
Cubic Yards
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 40' North 40' South
(iii) Avg. width of area to be excavated: 15'
(iv) Avg. depth of area to be excavated: 4_5'
(v) Amount of material to be excavated in cubic yards: 200
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:
A— RECEIVED
k
FEB 8 2010
Morehead City DCM

Form DCNI POP -5 (Bridges and Culverts, Page 3 of 4)
�d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' x 200'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®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 ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any f.
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: 5' Eastern End of Bridge
(iii) Avg. width of area to be filled: 30' Eastern End of Bridge
(iv) Purpose of fill: Slight Westward Shit of the Proposed
Bridge
(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.
❑CW ❑SAV ❑SB
®WL 15 Sq ft. ❑None
(ii) Describe the purpose of the excavation in these areas:
Fill for Wingwalls and Eastern End Bent
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 ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
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 ®No
If yes, explain: The Existing Telephone Lines and Cable If yes, explain:
TV Lines will be Relocated and Installed By Directional
Boring.
if this portion of the proposed project has already received
approval from local authorities, please attach a copy of the RECEIVED
approval or certification.
FEB 8 2010
< Form continues on back> Morehead City DOV

,,rf.)rin DC-ii'A IMP -5 (Bridges and Culverts, Page 4 of 4)
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. Turbidity Curtains,Wattles,Rip Rap, and Silt Fences will be
used to retain sediment on-site
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment and Directional
Boring Equipment
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.
January 13,2010 WBS Element 33392. 1.1 Debit $400
Date
B-4025 Beaufort 39 SR 1925, Idalia Road, Bridge to Bridge
Replacement, Pamlico County WBS Element Number 33392.1.1
Project Name
Jay B. Johnson
Appli t Name
Applica ig ur
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
FEB 8 2010
Morehead CRY DCM

��OyWjA
(ILJWL7�
P Niii� -c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Morehead City DCO
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification C Form
A. Appheant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit F-1 Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
® Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
®Yes
❑ No
2.
Project Information
2a.
Name of project:
B-4025 Beaufort 39 Bridge Replacement and Telephone Line Relocation SR 1925,
Idalia Road Over Broomfield Swamp Creek
WBS Element Number 33392.1.1
2b.
County:
Pitt
2c.
Nearest municipality / town:
Aurora
2d. Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
33392.1.1
3.
Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
105 Pactolus Highway NC 33 P.O. Box 1587
3e.
City, state, zip:
Greenville, NC 27835
3f.
Telephone no.:
252-830-3490
3g.
Fax no.:
252-830-3341
ItEeENED,
3h.
Email address:
[e-mail]
FEB
Morehead City DCO
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Division 2 Environmental Officer
4b. Name:
Jay B. Johnson
4c. Business name
(if applicable):
North Carolina Depratment of Transportation
4d. Street address:
P.O. Box 1587
4e. City, state, zip:
Greenville, NC 27835
4f. Telephone no.:
252-830-3490
4g. Fax no.:
252-830-3341
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
N/A
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
RECEIVED
c
.FEB 8 2010
Morehead Citic — _.
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
8-4025 Beaufort 39 SR 1925,Idalia Road Over
Broomfield Swamp Creek
Latitude: N 35.285018 Longitude: - W
1b. Site coordinates (in decimal degrees):
76.788870
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Broomfield Swamp Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Sw;NSW
2c. River basin:
Tar -Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
SR 1925, Idalia Road is a paved secondary state highway. Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
15 Square Feet of 404 Wetland Impacts For The Bridge Replacement, Cable TV, and Telephone Line Relocation.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement, cable TV, and Telephone Line Relocation; the existing bridge has deteoriated and needs
replacing. The Proposed Cable TV and Telephone Lines will be installed by Directional Bore.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Existing 106' Timber Bridge will be replaced with a Proposed 110' x 27-10" Concrete Bridge. A Section of The
Existing Telephone Lines Will Be Relocated By Difrectional Bore From station 14+00,25' Lt. -L- To Station 18+85,25'Lt.-L-
Excavators, Dump Trucks,and Crane Trucks will be used for the Bridge Replacement. boring Equipment will be used for
Cable TV And Telephone Line Installation.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Jay B. Johnson
Other. NCDOT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
September, 2009
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No _ nkno
this project (including all prior phases) in the past?
FE -7-
5b. If yes, explain in detail according to "help filen instructions. FEB 8 2010
Iff IMoreheaa .: svy - _:,
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
RECEIVED
FEB 8 2M
Mpt@heacl
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ® P ❑ T
Fill
Bottomland
Hardwood Forest
® Yes
El No
® Corps
❑ DWQ
4 Sq. Ft.
W2 ® P ❑ T
Fill
Bottomland
® Yes
® Corps
9 Sq. Ft
Hardwood Forest
El No
El DWQ
W3 ®P ❑ T
Fill
Bottomland
E Yes
® Corps
2 Sq. Ft.
Hardwood Forest
El No
El DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
15 Sq. Ft.
2h. Comments: 15 Square feet of 404 Wetland Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
El PER
El Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 El P ❑ T
[:1 PER
EJ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and
tributary impacts f RECEIVED
No e
3i. Comments: No Stream Impacts Y
,,r,.Vft n nn4n '•
(Morehead Civ
Page 5 of 11
PCN Form Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
None
4g. Comments: None
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar-Pamlico ❑ Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
B1 ®P ❑ T
Fill
Broomfield Swamp Creek
® Nos
561 Sq. Ft.
417 Sq. Ft.
B2 ® P ❑ T
Fill
Broomfield Swamp Creek
® Nos
3253 Sq. Ft.
2199 Sq. Ft.
B3 ®P ❑ T
Fill
Broomfield Swamp Creek
® No
2241 Sq. Ft.
1508 Sq. Ft.
RECrIvrh
6h. Total buffer impacts
6i. Comments: See Page 6-A For Total Buffer Impacts
Page 6 of 11 IIIAArehead Cit; o_vo
PCN Form - Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico ❑ Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ®P ❑ T
B4 Fill
B4 Broomfield Swamp Creek
®Nos
556 Sq. Ft.
418 Sq. Ft.
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6611 Sq Ft 0.15
4542 Sq. Ft. 0.10 Acres
Acres
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
n r RECEIVED,
FEB S 201[1
Ell
Morehead E
Page of 11 Gly,
.
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Wetland Impacts have been minimized to the extent feasible, with impacts occurring only where necessary to accommodate
the Proposed Bridge, Telephone Line and Cable TV Lines.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
RECEIVED
4
FEB 8 20111
Morehead Cis,
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
RECEIVED
FEB 8 2010
Morehead G,
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
®Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Sheet Flow through the Vegetated Shoulders and Special Sediment
Control Fence will be used to treat Stormwater Run -Off From the Road. New Pipes
Will Be Installed At Staion 17+00,Lt. And Rt. -L- to Replace Existing Pipes.
Stormwater Will Flow Through Wattles For Treatment. Roadside Ditches Will Not
Enter Into the buffers From Station 14+00 To Station 15+52. Roadside Ditches Will
Not Enter The Buffers From Station 18+00 To Station 20+00.The Roadside Ditches
® Yes ❑ No
Will Sheet Flow Through Vegetated Uplands Before Entering Into The Buffers. The
Proposed Cross -Line At Station 17+40 Will Take Stormwater From The Left Side
Of -L- To The Right Side Of -L- During Storm Events. This 24" x 36' CSP is located
outside of Buffer Zone 2.The Proposed Driveway Pipes At Station 17+00 Lt. And
Rt. -L- Will Be Have Wattles To Treat Stormwater Before Entering Into Broomfield
Swamp Creek. These Driveway Pipes are replacing existing 18" pipes as shown on
the plans.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A Roadway/Bridge Project %
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Diffuse Flow Through Vegetation and Special Sediment Control Fences at Sta. 14+03.22' Rt.; Sta. 14+85, 29' Lt. -,and
Sta.18+70, 261t. An Outlet Energy Dissipator will be used at Station 15+15,29' Lt. Silt
Fence will be used to contain
sediment on the project as shown on the plan sheet. A turbidity curtain will be used across
the creek on each side of the
bridge during pile removal, as shown on the plan.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
N/A
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other: N/A
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
4a.
Which of the following state -implemented stormwater management programs apply
❑ HQW
(check all that apply):
❑ ORW RECEIV C
❑ Session Law W-246
Page 9 of 11EB 8 2010
PCN Form — Version 1.3 December 10, 2004Wersion
Morehead Ch',.. L)�.;AA

RECEIVED
;FEB 8 2010
Morehead City L,..
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered 'yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered `yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
RECEIVED
;FEB 8 2010
Morehead City L,..
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
F1 Yes No
impacts.
I
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
On-Site Habitat Investigation of Tar River SpinyMussels by Logan Williams,NCDOT Biologist
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
On-Site Investigation, NCDOT Biologist Reports, and Moratorium Information From Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCSHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no-rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Jay B. Johnson
Ut�
January 13,2010
Applicant/Agent's Printed Nament/Agent's
me'
Signature
Date
(Agent's signs a isAl my if an authorization letter from the applicant
is rovided.
RECEIVED
FEB 8 2010
' Morehead City DCPA
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Bridge to Bridge Replacement, B-4025, Beaufort 39, SR
1925, Idalia Road Over Broomfield Swamp Creek,
Beaufort County WBS Element Number 33392.1.1
Erosion Control Schedule
• Install erosion/sediment control measures according to plans.
• Grading of slopes; 1.5: 1= stabilize with Class B riprap
• Seed all disturbed areas as soon as final grading is completed.
• Clean out and/or rework all temporary sediment control measures after
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative cover is established and project is
complete
Pipe Installation Schedule
• Install erosion/sediment control devices per plans.
• Remove material while limiting, as much as possible, material and sediment
from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new
grade should be below the existing streambed. Bedding material will be washed
stone.
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe (Class B Granite riprap)
• Establish permanent vegetation as soon as possible
• Remove sediment control devices after project has stabilized and permanent
vegetative cover is established.
rte. RECEIVED
1
FEB 8 2010
Morehead Co)

SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT
NUMBER
PROPERTY
O WNER
ADDRESS
2641
PCS PHOSPHATE
COMPANY,Inc
P.O. BOX 425
A URORAI tC 27806
6125
PCS PHOSPHATE
COAIPANY,Inc-
P.O. BOX 425
AURORA, NC 27806
8701
PCS PHOSPHATE
COMPAIVY,Inc.
P.O. BOX 425
AURORA, NC 27806
7200
FRANK FOSKEY,Sr.
2201 STUART DRIVE
DURHAM, NC 27707
RECEIVE®
FEB 8 2010
orehedd CIIZr L

RE Beaufort 39 B-4025.txt
From: Lane, Stephen
Sent: Friday, December 04, 2009 9:06 AM
To: Sutton, Michael W
Subject: RE: Beaufort 39 B-4025
Hi Mike,
I have visited the following sites and made the following jurisdictional determinations
Beaufort County Bridge 18 (B-5202) on NC99 over Intercepting Canal - Jurisdictional Beaufort County Bridge 39 (B-4025) on
SRI 925 over Broomfield Swamp Canal - Jurisdictional Beaufort County Bridge 60 (B-5200) on NC33 over Blounts Creek -
Jurisdictional Craven County Bridge 10 (B-4086) on SRI 111 over Brice Creek - Jurisdictional
I also plan to visit the remaining sites you sent me for determinations next week if we have some normal weather patterns then
and will send you an email on what I fmd out.
Thanks,
Stephen
-----Original Message -----
From: Sutton, Michael W
Sent: Thursday, December 03, 2009 11:20 AM
To: Lane, Stephen
Cc: Caldwell, Betty A; Johnson, Jay B; Jones, Larry L
Subject: Beaufort 39 B-4025
Good Morning Lady and Gentlemen... Beaufort 39,13-4025, SR 1925,Idalia Road Over Broomfield Swamp Canal is up for
replacement. We request a CAMA Jurisdictional Call as soon as possible. Attached are maps for your use.Many Thanks ... mike
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
r RECEIVED
FEB 8 2010
gMorehead Cltr ..
Page 1

RE Bridges. txt
From: Wilson, Travis W.
Sent: Friday, October 30, 2009 12:02 PM
To: Sutton, Michael W
Cc: Caldwell, Betty A; Johnson, Jay B
Subject: RE: Bridges
Attachments: multibrige07O3O3.doc; 2002NRTRS.doc
The 2002NRTRS document contains comments for B-4086: this stream is designated AFSA and these comments are valid. The
multibridge 070303document contains comments for B-4233 and these comments are still valid (no moratorium). However
B-4025 comments are also in the multibridge070303 document but are not accurate. Broomfield Swamp at this location is
designated AFSA and will have a moratorium of Feb 15 to June 15, also I cannot determine why we requested any RCW review
(this may be a cut and paste error). Let me know if you have any questions.
-----Original Message -----
From: Sutton, Michael W
Sent: Thursday, October 29, 2009 10:25 AM
To: Wilson, Travis W.
Cc: Caldwell, Betty A; Johnson, Jay B
Subject: Bridges
Good Morning Mr. Travis .... Hope you are well on this Thursday Morning..... Division 2 is planning to replace Craven 10,
Beaufort 39, and Pitt 65. We would like to know if these bridges are anadromous fish locations and if a moratorium exists... please
see attachment for maps .... many thanks .... mike
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Ir RECEIVEC
,FEB 8 2010
MOf®head City E?ar,
Page 1

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SECTION .1600 - GENERAL PERMIT FOR THE INSTALLATION OF AERIAL AND SUBAQUEOUS
UTILITY LINES WITH ATTENDANT STRUCTURES IN COASTAL WETLANDS: ESTUARINE WATERS:
PUBLIC TRUST WATERS AND ESTUARINE SHORELINES
15A NCAC 07H.1601 PURPOSE
A permit under this Section shall allow for the installation of utility lines both aerially and subaqueously in the coastal
wetland, estuarine water, public trust areas and estuarine and public trust shoreline AECs according to the authority provided
in Subchapter 7J.1 100 and according rules in this Section. This general permit shall not apply to the ocean hazard ABCs.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. August 1, 2000; August 1, 1998.
15A NCAC 07H.1602 APPROVAL PROCEDURES
(a) The applicant must contact the Division of Coastal Management and complete an application form requesting approval for
development. The applicant shall provide information on site location, dimensions of the project area, and his name and
address.
(b) The applicant must provide:
(1) confirmation that a written statement has been obtained signed by the adjacent riparian property owners
indicating that they have no objections to the proposed work; or
(2) confirmation that the adjacent riparian property owners have been notified by certified mail of the proposed
work. Such notice should instruct adjacent property owners to provide any comments on the proposed
development in writing for consideration by permitting officials to the Division of Coastal Management
within ten days of receipt of the notice, and, indicate that no response will be interpreted as no objection.
DCM staff will review all comments and determine, based on their relevance to the potential impacts ofthe
proposed project, if the proposed project can be approved by a General Permit. If DCM staff finds that the
comments are worthy of more in-depth review, the applicant will be notified that he must submit an
application for a major development permit.
(c) No work shall begin until an on-site meeting is held with the applicant and appropriate Division of Coastal Management
representative so that the utility line alignment can be appropriately marked. Written authorization to proceed with the
proposed development will be issued during this visit. Construction on the utility line must begin within twelve months of
this visit or the general authorization expires.
History Note: Authority G.S. 113A-107(a)(b); 113A -113(b); 113A-118.1; 113A-229(cl);
Eff. March 1, 1985;
Amended Eff. January 1, 1990.
15A NCAC 07H.1603 PERMIT FEE
The applicant shall pay a permit fee of four hundred dollars ($400.00) by check or money order payable to the Department.
History Note: Authority G.S. 113-229(cl); 113A-107; 113A -113(b); 113A-118.1; 113A-119; 113A-119.1;
Eff. March 1, 1985;
Amended Eff. September 1, 2006; August 1, 2000; March 1, 1991.
15A NCAC 07H.1604 GENERAL CONDITIONS
(a) Utility lines for the purpose of this general permit or any pipes or pipelines for the transportation of potable water,
domestic sanitary sewage, natural gas, and any cable, line, or wire for the transmission, for any purpose, of electrical energy,
telephone and telegraph messages, and radio and television communication.
(b) There must be no resultant change in preconstruction bottom contours. Authorized fill includes only that necessary to
backfill or bed the utility line. Any excess material must be removed to an upland disposal area.
(c) The utility line crossing will not adversely affect a public water supply intake.
RECEwEC,
FEB 8
;. ftreh0 d City DCM

(d) The utility line route or construction method will not disrupt the movement of those species of aquatic life indigenous to
the waterbody.
(e) Individuals shall allow authorized representatives of the Department of Environment, Health, and Natural Resources to
make periodic inspections at any time necessary to ensure that the activity being performed under authority of this general
permit is in accordance with the terms and conditions prescribed herein.
(f) This general permit will not be applicable to proposed construction where the Department has determined, based on an
initial review of the application, that notice and review pursuant to G.S. 113A-119 is necessary because there are unresolved
questions concerning the proposed activity=s impact on adjoining properties or on water quality; air quality; coastal wetlands;
cultural or historic sites; wildlife; fisheries resources; or public trust rights.
(g) This permit does not eliminate the need to obtain any other required state, local, or federal authorization, nor, to abide by
regulations adopted by any federal or other state agency.
(h) Development carried out under this permit must be consistent with all local requirements, AEC guidelines, and local Land
Use Plans current at the time of authorization.
History Note: Authority G.S 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. May 1, 1990;
RRC Objection due to ambiguity Eff. May 19, 1994;
Amended Eff. August 1, 1998; July 1, 1994.
15A NCAC 0711.1605 SPECIFIC CONDITIONS
Proposed utility line installations must meet each of the following specific conditions to be eligible for authorization by this
general permit:
(1) All domestic sanitary sewer line requests must be accompanied by a statement of prior approval from the
NC Division Water Quality.
(2) All spoils which are permanently removed must be placed on a high ground disposal site and stabilized so
as not to return to waters, marsh or other wetlands.
(3) Any additional backfill material required must be clean sand or rock free of organic matter.
(4) Cuts through wetlands must be minimized.
(5) Finished grades or subaqueous or wetland crossing must be returned to preproject contours.
(6) There can be no work within any productive shellfish beds.
(7) No excavation or filling activities will be permitted between April 1 and September 30 of any year within
any designated primary nursery area.
(8) Subaqueous lines must be placed at a depth of six feet below the project depth of federal projects. In other
areas they will be installed at a minimum depth of two feet below the bottom contour.
(9) The minimum clearance for aerial communication lines or any lines not transmitting electricity will be 10'
above the clearance required for bridges in the vicinity.
(10) The minimum clearance for aerial electrical transmission lines shall be consistent with those established by
the US Army Corps of Engineers and US Coast Guard.
(11) The installation of a utility line on pipe bents or otherwise above the elevation of mean high or mean
ordinary water must be of sufficient height to allow for traditional navigation in the water body.
Additionally the utility line must not interfere with the waterflow of normal or flood waters.
(12) Natural gas lines must not exceed 11 inches in diameter.
History Note: Authority G.S. 113-229(cl); 113A-107(a)(b); 113A -113(b); 113A-118.1;
Eff. March 1, 1985;
AmendedEj. August 1, 1998.
RECEIVED
FEB 8 2010
Morehead Cir,, .

■ 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
A. Signature
xP
B-Fleceived by (Printed Name) F C Date of D liv(
D. Is delivery address different from item 1? ❑ s
If YES, enter delivery address below: ❑ No
,.201'/a//��T�R, t
o�%%,0'7 3. Service Type j
/ VCertifled Mail ❑ Express Mall I4
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
r
(Transfer from service label) 7009 0080 0002 4028 7847
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
i I
■ 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:
�C5 7-r o s P�kTE Co )-TNC•
p. F3ox 429-
,e , Ak-- a78e,�
2. Article Number
(Transfer from service label)
PS Form 3811, February,
v
4. Signature
I ❑ Agent
/\ ❑ Addressee
p..,teceived by (Printed Name) / C. Date of Deli
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type j
'M15—Gertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes '
7009 0080 0002 4028 7854
Domestic Return Receipt 102595-02-M-1540
RECEIVED
FEB 8 2010
Morehead City L.

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SR1925 PROJEC
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West Rd.R�g23 '
SR1923 �•
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VICINITY MAP
(NOT TO SCALE)
See Sleet 1-A For Index of Sheets
BEGIN TIP PROJECT B-4025
-L- STATION 11+50.00
—
I
TO SR 922
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
SR 995 2V BST /DADA RD
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BEA UFOR T COUNTY
LOCATION. SR 1925 BRIDGE NO. 39 OVER
BROOMFIELD SWAMP CANAL
TYPE OF WORK. BRIDGE REPLACEMENT,
GUARDRAIL, PAVING,
GRADING AND DRAINAGE
BEGIN APPROACH SLAB
-L- STATION 15+36.11
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4025 = 0.144 MILES
LENGTH STRUCTURE TIP PROJECT B-4025 = 0.026 MILE.ti
TOTAL LENGTH TIP PROJECT 8-4025 = 0.170 MILES
END APPROACH SLAB
-L- STATION 16+7434
Prepored In the Office or:
DIVISION OF HIGHWAYS
1704 North Greene Street Greenville, NC 27835
2M SrAMW" SPSCZF7Ce270AS
DWAYNE H. ALLIGOOD
RIGHT OF WAY DATE.
Pjtofl= mvamm
LANG JONES
LETTING DATE.
APRIL 2010
P12g7aar D25m zmea R
B-4025
R.ITi
RArf 1JIDlef.T lelYCla NC
AL
•C•
B-4025
1
RA1f r1G1Np
1.A.1fOL]R
ieeaVlfON
33392.1.1
BRZ-1925
PE
33392.2.1
BRZ-1925
RW
33392.3.1
BRZ-1925
CONST
END TIP PROJECT B-4025
-L- STATION 20+50.00
TO SR 1939
Y'
HYDRAULICS ENiGnVM
ROADWAY DESIGN
ENGIA M
PA
SIMUMEM
RECEIVED
FEB 8 2010
Morehead C8p DCM

Note: Not to Scale
*S. U.E. = Subsurface Utility ,Engineering
STATE OF IVOIB°]l"1H[ CAROLINA
DY\VIgIO1V OF HIGHWAYS
CONVENTIONAL PLAN SHEET
BOUNDARIES AND PROPERTY.•
MAJOR:
!
State Line
CONC
RAILROADS:
C.- .R
--•-- -
County Line
Head and End Wall
Standard Gauge
csr rwwsroRrvnv
- -
Township Line
HN
RR Signal Milepost
„LE J5
-
City Line
Storm Sewer Manhole
Switch
WCH
- - -rz- - - -
Reservation Line
_
RR Abandoned
n
- - - -
Property Line
Proposed Power Pole
RR Dismantled
-------
Proposed Joint Use Pole
Existing Iron Pin
oRIGHT
OF WAY:
Power Line Tower
Property Corner
Power Transformer
Baseline Control Point
UG Power Cable Hand Hole
—
Property Monument
P.
Existing Right of Way Marker
Z�
Parcel/Sequence Number
Q
Existing Right of Way Line
Existing Fence Line
-x x x-
Proposed Right of Way Line
—
Proposed Woven Wire Fence
9
Proposed Right of Way Line with
A
Iron Pin and Cap Marker
Proposed Chain Link Fence
a
Proposed Right of Way Line with
Proposed Barbed Wire Fence
0
Concrete or Granite Marker'
Existing Wetland Boundary
- - - -mss- - - -
Existing Control of Access
--��-
Proposed Wetland Boundary
Proposed Control of Access
Existing Endangered Animal Boundary
us
Existing Easement Line
-_-E
Existing Endangered Plant Boundary
Proposed Temporary Construction Easement-
E
BUILDINGS AND OTHER CULTURE.•
Proposed Temporary Drainage Easement
roE
Gas Pump Vent or WG Tank Cap
O
Proposed Permanent Drainage Easement
PDE
Sign
(D
Proposed Permanent Utility Easement
PUE
Well
o
Proposed Temporary Utility Easement
--niE
Small Mine
Proposed Permanent Easement with
O
Iron Pin and Cap Marker
Foundation
ROADS AND RELATED FEATURES
Area Outline
0
Existing Edge of Pavement
--
Cemetery
0
Existing Curb
-----
Building
Proposed Slope Stakes Cut
- - - - - -
School - -
Proposed Slope Stakes Fill
-
Church
Proposed Wheel Chair Ramp
Dam -
Existing Metal Guardrail
HYDROLOGY.•
Proposed Guardrail
T T T T
Stream or Body of Water
Existing Cable Guiderail
Hydro, Pool or Reservoir
r
Proposed Cable Guiderail
" "
Jurisdictional Stream
is _
Equality Symbol
Buffer Zone 1
ez i
Pavement Removal
Buffer Zone 2
BZ z
PEGETATION.•
Flow Arrow
Single Tree
{�
Disappearing Stream
Single Shrub
a
-
Spring
o" -�
Hedge
Wetland -
Woods Line`
f^�
Proposed Lateral, Tail, Head Ditch
Orchard
fl fl fl
False Sump
m
Vineyard -
vineya�a
SYMBOLS
EXISTING STRUCTURES.•
MAJOR:
!
Bridge, Tunnel or Box Culvert
CONC
Bridge Wing Wall, Head Wall and End Wall -
C.- .R
MINOR:
pi
Head and End Wall
CONS Nw
Pipe Culvert
i
Footbridge ?-------(
HN
Drainage Box: Catch Basin, DI or JS
❑CB
Paved Ditch Gutter
-----
Storm Sewer Manhole
O
Storm Sewer
- - -rz- - - -
UTILITIES:
POWER:
n
Existing Power Pole
- - -r- - - -
Proposed Power Pole
b
Existing Joint Use Pole
Proposed Joint Use Pole
�-
Power Manhole
Power Line Tower
Power Transformer
l�
UG Power Cable Hand Hole
HH
H -Frame Pole
Recorded UG Power Line
Designated UG Power Line (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
!
Proposed Telephone Pole
o
Telephone Manhole
OO
Telephone Booth
pi
Telephone Pedestal
Q
Telephone Cell Tower
i
UG Telephone Cable Hand Hole
HN
Recorded UG Telephone Cable
z
Designated U/G Telephone Cable (S.U.E.*) -
- - - -
Recorded UG Telephone Conduit
rz
Designated LPG Telephone Conduit (S.U.E.*y -
- - -rz- - - -
Recorded UG Fiber Optics Cable
Designated UG Fiber Optics Cable (S.U.E.")-
n
WATER:
Water Manhole
G
Water Meter
o
Water Valve
p
Water Hydrant
Recorded UG Water Line
�n
Designated UG Water Line (S.U.E.*) -
- - -•- - - -
Above Ground Water Line
wat.'
TV:
z
TV Satellite Dish
AATUR
TV Pedestal
El
TV Tower
UG TV Cable Hand Hole
Recorded UG TV Cable
n
Designated UG TV Cable (S.U.E.*) -
- - -r- - - -
Recorded UG Fiber Optic Cable
ro
Designated UG Fiber Optic Cable (S.U.E.*}-
GAS:
Gas Valve Q
Gas Meter
Recorded UG Gas Line
Designated UG Gas Line (S.U.E.*) - - - - -
Above Ground Gas Line °" `e
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
UG Sanitary Sewer Line n
Above Ground Sanitary Sewer ..c 5-Tt-y se—
Recorded SS Forced Main Line—
Designated
ine Designated SS Forced Main Line (S.U.E.*) - - - - -. - - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
p
Utility Traffic Signal Box
Utility Unknown UG Line
�n
UG Tank; Water, Gas, Oil
ASG Tank; Water, Gas, Oil
U'G Test Hole (S.U.E.*) e+EGEIVE
z
Abandoned According to Utility Records —
AATUR
End of Information V�k L
0i(I E.O.I.

NOTE: PAVEMENT EDGE SLOPES ARE /: /UNLESS SHOWN OTHERWISI
16'
4' 4'
OIUG
I 10.05 rwT .02 F- 02 FLfT 0.0! rT?T
ORIGINAL GROUND OIUMIN GROUND
1) ^U)i X11
T
ff
USE TYPICAL SECTION '3
-D- 10.100.00 - 10+87.32
-D- 12+14.85 - 11+28J2
a
WEDGING DETAIL FOR BRIDGE
NOT TO SCALE
ONG
p" 27'-10"(CLEAR ROADWAY)
CONCRETECOURSE, TYPE SF9.5A, AT
ASPHALTNCRET
PROP. APPROX.l OF
C1
YSURFACE
AN RAGE 168
TYPE
ERAGESRATET'OF O285ELBS.
D1
PERINTERMSQIAYD.ECOURSE,
Il9POB�,PATOAN AVX.
13-11"
PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE
COURSE, TYPE I19.OB, AN AVERAGE RATE OF 114 LBS. PER
D 2
SO. YD. PER 1" DEPTH.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
E1
AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
T
EARTH MATERIAL.
Q
EXISTING PAVEMENT.
U1
CONCRETE CORED SLABS
NOTE: PAVEMENT EDGE SLOPES ARE /: /UNLESS SHOWN OTHERWISI
16'
4' 4'
OIUG
I 10.05 rwT .02 F- 02 FLfT 0.0! rT?T
ORIGINAL GROUND OIUMIN GROUND
1) ^U)i X11
T
ff
USE TYPICAL SECTION '3
-D- 10.100.00 - 10+87.32
-D- 12+14.85 - 11+28J2
a
WEDGING DETAIL FOR BRIDGE
NOT TO SCALE
ONG
p" 27'-10"(CLEAR ROADWAY)
13'-11"
13-11"
-L-
33 @i fL BRG.
GRADE PT.
�
0.02
7" (a BRG.
D
0.02
33/4" BRG.
�
.001001001001001
I
10 PRESTRESSED CONCRETE CORED SLAB UNITS = 30'-0'
l YPICAL BH UL SLC/ 1UN (N/ S)
-L- STA 15+48.82 TO -L- STA 16+61.44
Owlh
-L- 16+74J4 - 20+08J5
USE TYPICAL SECTION •2
-L- 15+08.69 - 15+44.54
IUND
KIND
ECEIVED
8 2010
ead City DCM

E
AREA I
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
404 WETLAND IMPACTS = 0 Sq. Ft.
BZI IMPACTS = 561 Sq. Ft.
BZI FILL REMOVAL = 83 Sq.Ft.
BZ2 IMPACTS = 417 Sq. Ft.
BZ2 FILL REMOVAL = 0 Sq. Ft.
WOODS
�I
2641
FILL REMOVAL = 83 Sq. Ft. 404 WETLAND CREDIT PCS PHOSPHATE COMPANYJnc.
P.O. BOX 425
AURORA, NC 27806
I
m
i
I
I
I
404 WETLAND LINE
I
1
I
D8K.1024.Pg.588 DIFFUSE FLOW THROUGH
20' SPECIAL SEDIMENT
CONTROL FENCE
HIGH VISIBILITY PROP. TELEPHONE LINE
TEMPORARY SILT FENCE BY DIRECTIONAL BORE
4".
r I I
C7 — — — — —
s-
� WETLAND � �
� IMPACT=2 SF �
DIFFUSE FLOW THROUGH
HIGH VISIBILI
TEMPORARY SILT FEN�4 WETLAND UNE / 20' SPECIAL SEDIMENT
CONTROL FENCE
/
/ TYPICAL/ EACH END✓EENT 30
/ _ I woods
/ O/ 2
6/25
PCS PHOSPHATE COMPANYJnc.
P.O. BOX 425
AURORA. NC 27806
DBK. 1295,Pg. 250 W3
AREA 4
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
404 WETLAND IMPACTS = 2 Sq.Ft.
BZI IMPACTS = 556 Sq. Ft.
BZI FILL REMOVAL = 53 Sq. Ft.
BZ2 IMPACTS = 418 Sq. Ft.
BZ2 FILL REMOVAL = 0 Sq. Ft.
ENERGY
DISS/PA
STD. DWI
BRIDGE NO. 39
_L2L DIF W1
W/ B2
AREA 2
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
404 WETLAND IMPACTS = 4 Sq.Ft.
BZ/IMPACTS = 3253 Sq.Ft.
BZI FILL REMOVAL = 704 Sq.Ft.
PROJECT REFERENCE NO.
SHEET NO.
B-4025
Pl
RNd SHEET NO.
IOADWAY DESIGN
I
HYDRAUIlCS
ENGINEER
ENGINEER
INCOMPLEtrE PLANS
DO NOT Usa POR /W ACOUISMON
PRELIMIN RY PLANS
DO NOT Use . CONSTRU=ON
BZ2 IMPACTS = 2199 Sq. Ft.I NCDOT
BZ2 FILL REMOVAL = 0 Sq. Ft. B-4025 BEAUFORT COUNTY
REPLACE BRIDGE NO.39
I 704 Sq. Ft. FILL REMOVAL -4 Sq. Ft.404 WETLAND IMPACTS SR 1925.1DALIA ROAD
= 700 Sq. Ft. 404 WETLAND CREDITS OVER BROOMFIELD SWAMP CREEK
�U 0 BETWEEN SR 1923 AND SR 1939
�hE 2 C3; CAMA CP.NWP 3.AN0 BUFFER
AUTHORIZATION APPLICATION
7200 WBS ELEMENT NUMBER 3339211
' V FRANK FOSKEYSr. SCALE: r--60'
l 30
m N 2201 STUART DRNE \ JANUARY 6.2009
BUFF fR m n+4 DURHAM, NC 27707 FOR PERMITTING ONLY:
ZpVF / l! LNOT FOR CONSTRUCTION
-PTI Sta.12+14.8
a OBK.1305. Pg. 465
PROP.CABLE TV UNE
I * BY DIRECTIONAL BORE
404 WETLAND OO WOODS/SNAMP >y
LINE HIGH VISIBILITY
m ~— d DIFFUSE FLOW THROUGH \ TEMPORARY SILT
j 20' SPECIAL SEDIMENT FENCE
© CONTROL FENCE
ikx�
r�
Nil
t�••�•iRRR•�a I��R��t•�& �—
i
—'' /7+55.
-a-- PT
WETLAND
IMPACT -9 SF
392 Sq. Ft. FILL REMOVAL - 9 Sq. Ft.
404 WETLAND IMPACTS
-D- POT Sto.lO+W.DO 383 Sq. Ft.404 WETLAND CREDIT
^^r
/ 4 V
53 Sq. Ft. FILL REMOVAL - 2 Sq. Ft. 404 WETLAND IMPACTS
= 51 Sq. Ft. 404 WETLAND CREDITS
8701
PCS PHOSPHATE COMPANYJnc.
PA. BOX 425
AURORA NC 27806
D8K.1295Pg. 250
I UI ALS:
l5 Sq.Ft.404 WETLAND IMPACTS B-4025,BEAUFORT 39 IS CAMA JURISDICTIONAL AS PER STEPHEN LANE.NCDCM DECEMBER 4.2009
0 Sq.Ft.COASTAL WETLAND IMPACTS
1217 Sq. Ft. 404 WETLAND CREDITS FEBRUARY l5 TO JUNE l5 MORATORIUM AS PER TRAVIS WILSON NCWRC OCTOBER 30.2009
\ 404 WETLAND
LINE
�J _1CC PE_
PROP. TELEPHONE LINE
BY DIRECTIONAL 80RE
RECEIVED
FEB 8 2010
MorehOod City DCM
W2 B3
AREA 3
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
404 WETLAND IMPACTS = 9 Sq.Ft.
BZI IMPACTS = 2241 Sq. Ft.
BZI FILL REMOVAL = 392 Sq.Ft.
BZ2 IMPACTS = 1508 Sq.Ft,
BZ2 FILL REMOVAL = 0 Sq.Ft.
NOTES
(I) 8-4025 IS ON THE AURORA USGS QUAD MAP
AND SHEET NUMBER 18 OF THE SOILS SURVEY
OF BEAUFORT COUNTY
(4) FIRM PANEL 6546 J, MAP NUMBER 3720654600 J
(3) B-4025 IS IN THE PAMLICO WATERSHED
HUC CODE 03020/04
(4) BROOMFIELD SWAMP CREEK IS C;Sw NSW AND IS A
TRIBUTARY OF SOUTH CREEK
TAR—PAMLICO RIPARIAN BUFFER RULES APPLY

PKOJICT UPEIIENCE NO. SHEETI
\ NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
B-4025 ECS
RM1V (MEET NO.
REQUIRE PRIOR APPROVAL BY ENGINEER. IOADWAY DESIGN HYDRAuucf
lNGINlEE ENGNITII
ADDITIONAL EROSION CONTROL DEVICES MAY �Z0
NEED TO BE INSTALLED AS DIRECTED BY THE 90 GT INCOMPLE rE PLANS
/� O Ib NOT V56 FOR /w AGOVISITION
ENGINEER PRELIMIN RY PLANS
DO NOT USE VolCONSTRUCTION
p N 3n.eo
FE
/1
9 ONE
CppZ L pLV Q O
p ON'E
fro' �
© \ BZONUFFER CO
E T
f C`t f PI Sto 19+85.43 ��PCS PHOSPHATE ll 1 r I I 0 - 2936'13L(LT) OB 570 - PG 544
WOODS N J 1 D = 6' 1r 38—':r DB 1295 PG 250
- m O L = 333.17'
r. I T = 166.4r
v R = 925.00'
11 m C -q 7200
I FRANK FOSKEYS/. o �, \ \
1 I 2Z v STUART A4�v£ o s \ �°•
y 26d O 1 n (XJRHArl.NC 27707
PCS PHOSPHATE COYPANY.I — _ _ _ _ / ABX./305, P¢165 \ `Ybn'at j aD
0 Af/HORA KX 27806 PAD'OSED ruA aCUU R£✓wx usED .�, I \ \ �/ ID -p s
c ti he �WOODS/SWAMPABKR724,PQ5W D'FF(rC FLOW THROUGH a h I L % 975 aF-G0a
27 SPECIAL SEDYENT" m I D'FF
CO.TRDL FENCE 1
.. .. .. .. ..
.. NEA'i' 37 SPECIAL SELYY
.. 0""' h"' CDwrmx FENCESTOL
An 87 / 6 \ � �f fb1•
af•
E.S7. R- g -% 3 DN \ ---FP
---- e-- ------__--- ___—__— -- ---- — -- ----- _ / O
C Z o_- �� • PCSPHOSPHATE
4 SR 1925 27 85T IOAua RD H ss`' DB 570 - PG 594
— — — SII n — � BRIDGE N0. 39 ro- y:
_..z ' ?- -ST--r- � -
IG'?CAS i..`. PER PEC.7?J - '• - •�+_+.-.�iIr-��y--�}}.�� -. .J 12'DP - FALLOW
S' - - 11 1 - _EP
\ n•v D Tl:4a✓'1Y :1lNTP.!wBC ,L.SD /l.t - _.._e- - \
/ D'FFUSE FLOW TH/YflH
27 SPE.11 C SE 1L.7CVMTAKJL FENCE
E
TYPfCAL"E H E Bc"WIFINT£�✓✓ TON
4 /
WOODS
O
6+25 =�� �i L•
PCs PHOSPHATE COWPANYJ= Q / -D- P07 pa 0�� l
PaBOX 425
A!/RCIRA AC 27806
Sp.dal l.dirnw Control F— i D&kl 250
D...ApfIc.: (yll
/ -D-
�~A ^, 8701 P1 Sto 10+77.79
Th& ooh d by,hh ..di•n rabh ore,..an•mrdlan, PCS A"OSPHATE COYPANnmr- p = 7r 45' 059" (LT)
O �e hF Pa BOX 425 D = 318'18'35.6'
melrMnarc.,end nralI. /.v.tolr on *. plant np. Fb.• A. L = 2254'
cl ud!mroomrol i.na. a. .ham an tF. plan. or CIN dina.d ��o / v A(/RQ4�NC 27805
0 ^� QNF', //`� DgK.,�y.25o T 13 U2
ni MoNAabl R
Fab:
N Qyf R
O
a 7 31 Inchu NW. moo.und p-11.1 1. 1h• I.rrn, and hots
w..i,_
v ndnlmom I.ht•17.30 Afl Lnti,h. Tn. Jrdl `G
M b..gLA.P•d with on .-J., Flatorlw00D5
• hn. o MN.-mym d7AA
.qwn 1 -hu, and .holt her • moon of r.folninf wlr. In fha dulnd
E PI TN Inch Itordwew 0.1h.
m
O- Honk-- cloth .hot her }4 Inch opo irq. mn.fncl d from
�- }74 9. wln. Irwfallhard-«• doth o -41q I. Ina d•tafl•frown
rt on th• pkr,
o`
Iq Ill Control it...
i•dlnrN oonhal dorw •hal m•.1 th• r.aub.m•ft ofs ct$.n 100.5.
o IMoOtl•rr aao.Mng M eu d.kdt.har.n ee t. plon..
m R
Im MaM•nance orof p.merl:
SEd. �eo�rip ien +zF.�al
o TM Carfmctor.holmelNeln Ow .pod.I.eAmom central f n.e
"INw pro" ..d dbp-d «ado r f•nn b nmw.d, and 1605.01 High Vie Temporary Silt Fence-
wuj dr- r.mor and dlr- ddb dance Whit oon- 1"0 wMn .•
�nd•d by tlr Enfbw«In t>®rdaio w11h fads« 1df0.
Ii Th. q -.ft of p.d. rdlmont eontrol.lans end Imi4-n doth of 1606.01 Special Sediment Control Fence -----
ut Wwo.un.d ober w1l b. p.4 M to. gon ..It p 4o. for oh.
FoakLAW Ilm 1%1.,w 1=6 wd, ppnco .rod ppyyrm.rd w41 be NII 1632.03 Rock Inlef Sediment Trap Type C --------
w oanooe.oMn b .1 wek eern.d by thlo
provbyn, lnckAng bot net
RmIM t• taml.hbq dl rnetoAob, MdloM1en, .rod r.nw.al and
SP WnEfle with P.ITncr7lnmide
T dbp000l eS tlhemmYloNen end met•Aab,
RECEIVED
t 1
FEB 8 201Q
Mo111`000d City DCM

CERTIFIED MAIL,
RETURN RECEIPT REQUESTED
January 13, 2010
PCS Phosphate Company, Inc.
P.O. Box 425
Aurora, NC 27806
To Whom It May Concern:
RECEIVEt,
EE8 17 2010
M r+sretvr.,;cf Cif' ocfw
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina
Department of Transportation plans to replace the existing Bridge, Beaufort 39 on-site of his/her property,
Parcels 2641, 6125, and 8701 located on SR 1925, Idalia Road over Broomfield Swamp Creek in
Beaufort County. The sketch attached accurately depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below,
sign, date, and
return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
/ (o , Z G I o (Date)

Lane, Stephen
From: Lane, Stephen
Sent: Thursday, March 18, 2010 4:46 PM
To: Sutton, Michael W
Subject: RE: Beaufort Bridge 39
Hi Mike,
Thanks for the clarifications to my questions. i plan on sending you the CAMA permit for this project tomorrow or
Monday. Have a good day!
Stephen
From: Sutton, Michael W
Sent: Thursday, March 18, 2010 4:26 PM
To: Lane, Stephen
Subject: RE: Beaufort Bridge 39
Good Afternoon Sir: This is in regard to inquiries for B-4025, Beaufort 39:
The areas in the Buffer Zones on the North Side of the project are disturbed/impacted because past experience on
projects very much like this one have required more area for staging than was originally anticipated. The proposed access
road enters the Buffers and thus, requires that area for that proposed road to be constructed. Permitting this area now will
minimize the number of future permit mods to be made, therefore eliminating confusion and possible construction delays.
The stone on the existing soil access road will be removed from the Buffer and that portion of the existing road that is
abandoned will be seeded and mulched, returning it to its native state.
Grassed swales will used from Sta. 16+30 to Sta. 16+85,Lt and Rt. of -L-. No PAM will be used on the wattles on the
outlet end of the proposed pipes. The length of the proposed grass swales will be 55 feet in length each, thus fulfilling the
requirement of 100 linear feet per 1 acre of drainage area. Should you have any questions, please call us at 252-830-
3490. thank you ... mike
From: Lane, Stephen
Sent: Friday, March 12, 2010 4:51 PM
To: Johnson, Jay B; Sutton, Michael W
Subject: Beaufort Bridge 39
Hi guys,
I have a couple of things I need clarified for the permit application for Beaufort Bridge 39 over Broomfield Swamp. It
looks like some of the area in the Buffer Zones on the North side of the project are being disturbed/impacted that could
possibly be avoided. Could you please let me know why these areas are being impacted? Am I correct in understanding
that DOT will be removing the existing rocked access path on the Northwest side of the road for which the DOT has
applied to relocated to another area (also in the Buffer). Will grassed swales lead from the 24" CSPs on the North side of
the project to the creek, and will this satisfy DWQYs requirement for stormwater treatment of 100' of grassed swale per
acres of drainage area? Lastly, will Pam be put on all of the waddles except those just before the stream?
Thanks,
Stephen
***** Note new E-mail Address is: Stephen.Lane(@ncdenr.gov *****