58379_NC DOT_20120429

❑ CAMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous permit#
❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name_ Project Location: County
Address
City -
Phone # ()_
Authorized Agent
Affected ❑ CW
AEC(s): ❑ OEA
❑ PWS:
ORW: yes / no
State ZIP (£
Fax # O
�srQ
❑ EW ❑ PTA ❑ ES ❑ PTS
❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ FC:
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
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # () River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
(Scale:
' I
j _
cubic yards i r` i ' J `
i
Boat ramp
Boathouse/ Boadift
Beach Bulldozing j
i
Other
I
Shoreline Length '
SAV: not sure yes no 41,
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
0 See note on back regarding River Basin rules.
Agent or Applicant Printed Name Permit Officer's Signature
Signature ** Please read compliance statement on back of permit **
Application Fee(s)
Check #
Issuing Date
Local Planningf urisdiction
Expiration Date
Rover File Name

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

Applicant: N C
Date: ki —11 Z
Describe below the HABITAT disturbances for the application. All values should rnatch the name, and units of measurement
found in your Habitat code sheet.
DISTURB TYPE
Habitat NameChoose One •
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
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
ternp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
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Dredge ❑ Fill ❑ Both ❑ Other 19/
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Dredge ❑ Fill ❑ Both [Other ❑
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Dredge 0 Fill ❑ Both L Other ❑
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Dredge ❑ Fill ❑ Both ❑ Other el�
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Dredge Q Fill P— Both El Other ❑
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Dredge ❑ Fill ❑ Both ❑ Other ❑
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Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ . Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
April 23, 2012
NCDOT
c/o Gregory Thorpe
1598 Mail Service Center
Raleigh, N.C. 27699-1598
Dear Mr. Thorpe:
Dee Freeman
Secretary
Attached is General Permit #58379 C to replace the existing bridge with a 36' wide X 115' long bridge and
associated infrastructure at bridge # 54, on NC 99, in Bath, North Carolina.
In order to validate this permit, please sign the permit 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
rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
NatmallrY

Beverly Eaves Perdue
Governor
f
North Carolina Department of Environment and Natural Resources
Division of Wier Quality
DCM-MUD CITY
Dee Freeman
Secretary
Charles Wakild, P. E.
Director
RECw1VED
APR 0 � 201?
March 30, 2012
Beaufort County
DWQ Project No. 20120065
Bridge 54 over St. Clair Creek
TIP B-4418
APPROVAL of 401 WATER QUALITY CERTIFICATION and TAR-PAMLICO BUFFER AUTHORIZATION with
ADDITIONAL CONDITIONS
Dr. Gregory Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
N. C. Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of replacing Bridge
Number 54 over St. Clair Creek on NC 99 in Beaufort County:
Wailanrl /rnactall Rnffer and Stream Imnaetc in the Tar -Pamlico Basin
* 0.03 ac of 404 wetland
**impacts due to bridge pilings
The project shall be constructed in accordance with your application dated received January 25, 2012 and additional information dated
received March 27, 2012. After reviewing your application, we have decided that these impacts are covered by General Water Quality
Certification Numbers 3687 and 3819. These certifications correspond to the Nationwide Permits 3 and 12 issued by the Corps of
Engineers. In addition, you should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non -Discharge and Water Supply Watershed regulations. This approval will
expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (lmless modified below). Should your project
change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to
the conditions listed in the attached certification.
North Carolina Division of Water Quality Internet: www.newaterquality.org One
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper Naturally
Wetlands
Wetlands
Wetlands
Buffers
Buffers
Streams
Site Number
Fill (ac)
Excavation
Hand Clearing
(Zone 1)
(Zone 2)
Fill (sq ft)
ac
ac
Bridge 54
0.01
0.01
0.13*
1,475
1,104
45**
Net Total
0.15
2,579
Impacts
* 0.03 ac of 404 wetland
**impacts due to bridge pilings
The project shall be constructed in accordance with your application dated received January 25, 2012 and additional information dated
received March 27, 2012. After reviewing your application, we have decided that these impacts are covered by General Water Quality
Certification Numbers 3687 and 3819. These certifications correspond to the Nationwide Permits 3 and 12 issued by the Corps of
Engineers. In addition, you should acquire any other federal, state or local permits before you proceed with your project including
(but not limited to) Sediment and Erosion Control, Non -Discharge and Water Supply Watershed regulations. This approval will
expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (lmless modified below). Should your project
change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to
the conditions listed in the attached certification.
North Carolina Division of Water Quality Internet: www.newaterquality.org One
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper Naturally

l
Page 2 of 5 • ''
1. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules, regulations, or
ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having jurisdiction, including but not
limited to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements, etc.
2. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards
(including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate
requirements of State and Federal law. If DWQ determines that such standards or laws are not being met (including the failure to
sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to
assure compliance, DWQ may reevaluate and modify this certification.
3. The Permittee shall ensure that the final design drawings adhere to the certification and to the drawings submitted for approval.
4. The permittee will need to adhere to all appropriate in -water work moratoria (including the use of pile driving or vibration
techniques) prescribed by the NC Wildlife Resources Commission and NC Division of Marine Fisheries. No in -water work is
permitted between February 15 and June 15 of any year, without prior approval from the NC Division of Water Quality and the
NC Wildlife Resources Commission. In addition, the permittee shall conform with the NCDOT policy entitled "Stream Crossing
Guidelines for Anadromous Fish Passage (May 12, 1997) at all times.
5. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing concrete and
stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life and fish kills.
6. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream stabilization shall be
placed in stream channels in such a manner that it does not impede aquatic life passage.
7. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or protected
riparian buffers.
8. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and
streams shall be restored to natural geomorphic conditions.
9. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and
reduce the introduction of other pollutants into the stream.
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of
stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
It. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation
and operation and maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design
Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they
equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of
the Sedimentation Pollution Control Act.
12. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited.
14. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this
certification.

Page 3 of 5
15. The outside buffer, wetland or water boundary located within the construction corridor approved by this certification shall be
clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited
unless otherwise authorized by this certification.
16. 'native riparian vegetation (ex. list trees and shrubs native to your geographic region) must be reestablished within the
c z)nstruetion limits of the project by the end of the growing season following completion of construction.
17. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this certification
without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in wetlands
or streams, compensatory mitigation will be required since that is a direct impact from road construction activities.
18. Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition and Removal
approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification.
19. The post -construction removal of any temporary bridge structures must return the project site to its preconstruction contours and
elevations. The impacted areas shall be revegetated with appropriate native species.
20. Bridge piles and bents shall be constructed using driven piles (hammer or vibratory) or drilled shaft construction methods. More
specifically, jetting or other methods of pile driving are prohibited without prior written approval from NCDWQ.
21. All pile driving or drilling activities shall be enclosed in turbidity curtains unless otherwise approved by NCDWQ in this
certification.
22. 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.
23. All stormwater runoff shall be directed as sheetflow through stream buffers at nonerosive velocities, unless otherwise approved
by this certification.
24. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction
contours and revegetated. Maintained buffers shall be permanently revegetated 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 revegetated with native woody species before the next growing season following
completion of construction.
25. Pursuant to 15A NCAC 2B .0259(6) sediment and erosion control devices shall not be placed in Zone 1 of any 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.
26. The Permittee shall report any violations of this certification to the Division of Water Quality within 24 hours of discovery.
27. Upon completion of the project (including any impacts at associated borrow or waste site), the NCDOT Division Engineer shall
complete and return the enclosed "Certification of Completion Form" to notify DWQ when all work included in the 401
Certification has been completed.
28. A copy of this Water Quality Certification shall be maintained on site at the construction site at all times. In addition, the Water
Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-site
project manager.

l
Page 4 of 5
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699. This certification
and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality
under Section 401 of the Clean Water Act. If you have any questions, please contact Garcy Ward at [phone].
SincelWa
f Cluc
Attachments (General Certification and Certificate of Completion form)
cc: Jay Johnson, DOT Division 2 Environmental Officer
Tom Steffens, US Army Corps of Engineers, Washington Field Office
Stephen Lane, DCM, Morehead City
Sonia Carrillo, DWQ, 401/Wetlands Unit
File Copy

DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Page 5 of 5
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401 Transportation Permitting Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the
applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, 'hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature
Date
Registration No.

Water Quality Certification No. 3687
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF
ENGINEERS NATIONWIDE PERMIT NUMBERS: 3 (MAINTENANCE)
'ISH AND WILDLIFE HARVESTING, ENHANCEMENT AND ATTRACTION DEVICES AND
CTIVITIES) 5 (SCIENTIFIC MEASUREMENT DEVICES -25 CUBIC YARDS FOR WEIRS
SND FLUMES).6 C. URVEY ACTIVITIES—.25 CUBIC YARDS FOR TEMPORARY PADS).
19 (MINOR DREDGING). 20 (OIL SPILL CLEANUP) 22 (REMOVAL OF VESSELS).
25 (STRUCTURAL DISCHARGE), 30(MOIST SOIL MANAGEMENT FOR WILDLIFE),
32 (COMPLETED ENFORCEMENT ACTIONS) 36 (BOAT RAMPS [IN NONWETLAND
SITESL AND REGIONAL PERMIT 197800056 (PIERS DOCKS AND BOATHOUSES). AND
REGIONAL PERMIT 197800125 (BOAT RAMPS)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
Water Quality Certification Number 3687 is issued inconformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B
.0200 for the discharge of fill material to waters and wetland areas which are waters of the United
States as described in 33 CFR 330 Appendix A (B) (3, 4, 5, 6, 7, 19, 20, 22, 25, 30, 32, and 36) of
the Corps of Engineers regulations and Regional Permits 197800056 and 19780125 and for the
Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division'T
a. Impacts equal or greater than 40 linear feet of additional permanent stream impact at
an existing stream crossing location, or
b. Temporary or permanent impacts equal to or exceeding: one-third (1/3) acre of
wetlands East of Interstate -95, or one-tenth (1/10) of acre of wetlands West of
Interstate -95; or
c. Any impact associated with a Notice of Violation or an enforcement action initiated
by the Division and/or the Division of Land Resources; or
d. Projects with any impacts to streams, wetlands, and/or waters that have received a
Notice of Violation from the Division and/or Division of Land Resources; or
e. Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, Randleman and
Catawba River Basins (or any other basins with Riparian Area Protection Rules
[Buffer Rules] in effect at the time of application) unless the activities are listed as
"EXEMPT" from these Rules -
In accordance with North Carolina General Statute Section 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Activities included in this General Certification and below the thresholds listed above do
not require written approval from the Division of Water Quality as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met,
written approval from the Division Is required.
Water Quality Certification No. 3687

Water Quaiay Certification No. 3687
Conditions of Certification:
1. No Impacts Beyond Those Authcrized for this C--eneral :ertificat!an
No waste, spoil, solids, or ;il of any mind c' , J c„cur it .:,etlands, ,p aters, or riparian areas
beyond the thresholds established for use c this Gene :I Certification, or beyond the
footprint of the impacts authorized in the wr;aen approval, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Manager:ient Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times. ,except for publicly
funded linear transportation projects when materials can be accessed offsite in a timely
manner.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
Trout Jr), SA, WS -I, WS -Il, High Quality (HQW), or Outstanding Resource (ORW)
waters, then the sediment and erosion control requirements contained within Design
Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede all other sediment
and erosion control requirements.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters outside
of the permitted impact areas without prior approval from the Division. If placement of
sediment and erosion control devices in wetlands and waters is unavoidable, then the design
and placement of temporary erosion control measures shall not be conducted in a manner
that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or
upstream and down stream of the above structures. All sediment and erosion control devices
shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project.
4. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCG010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If the
Water Quality Certification No. 3687

Wates' Quality Certification No. 3687
activity is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self-monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
htty://h2o.enr.state.nc.us/su/Forms Documents.htm.
NCDOT shall be required to be in full compliance with the conditions related to construction
activities within the most recent version of their individual NPDES (NCS000250) stormwater
permit.
5. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division.
6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to protect trout, anadromous fish,
larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
obeyed. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS personnel.
7. Riparian Area Protection Rules (Buffer Rules)
Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not) within the Neuse, Tar -Pamlico, Randleman, Catawba (or any other basin with buffer
rules), shall be limited to "uses" identified within and constructed in accordance with 15A
NCAC 2B .0233_0259, .0250, and .0243, and shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent
practicable through the use of best management practices. All riparian area protection rule
requirements, including diffuse flow requirements, must be met.
8. Water Supply Watershed Buffers
The 100 -foot wide (high-density development) or the 30 -foot wide vegetative buffer (all other
development) must be maintained adjacent to all perennial waters except for allowances as
provided in the Water Supply Watershed Protection Rules (15A NCAC 26 .0212 through
.0215].
Water Quality Certification No. 3687

Water Quality Certification No. 3687
9. Placement of Culverts and Other Structures in Waters and Wetlands
The application must include construction plans with cross-sectional details in order to
indicate that the current stability of the stream will k e maintained or enhanced (i.e., not result
in head cuts).
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert. Placement of culverts
and other structures in waters, streams, and wetlands must be placed below the elevation of
the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life, unless otherwise justified and approved by the
Division.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways or other fill projects are constructed across FEMA -designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands.
Any rip rap required for normal pipe burial and stabilization shall be buried such that the
original stream elevation is restored and maintained.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip -rap or other bank hardening
methods.
10. If concrete is used during the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water. Water that inadvertently
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life/fish kills.
11. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division
of Coastal Management General Permit for construction of Wooden and Riprap Groins in
Estuarine and Public Trust Waters) must meet all the specific conditions for design and
construction specified in 15A NCAC 07H .1405.
12. Temporary Fills and/or Access Roads
All temporary fill and culverts shall be removed and the impacted area returned to the original
grade, including each stream's original cross sectional dimensions, plan form pattern, and
longitudinal bed and bed profile after construction is complete or within two (2) months of the
establishment of the crossing, which ever is sooner, and the various sites shall be stabilized
with natural woody vegetation (except for the maintenance areas of permanent utility
crossings) and restored to prevent erosion. If the crossings are not completely removed and
restored as described above within the specified time above, then written approval from the
Division must be obtained to modify this condition.
Water Quality Certification No. 3687

Water Quality Certification No. 3637
13, For activities requiring written approval, additional site-specific conditions may be added to
the approval letter in order to ensure compliance with all applicable water quality and effluent
standards.
14.Certificate of Completion
When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
15. If an environmental document is required under NEPA or SEPA, then this General
Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of
Decision (ROD) is issued by the State Clearinghouse.
16. This General Certification shall expire three (3) years from the date of issuance of the written
approval or on the same day as the expiration date of these corresponding Nationwide and
Regional General Permits. In accordance with General Statute 136-44.713, certifications
issued to the NCDOT shall expire only upon expiration of the federal 404 Permit. The
conditions in effect on the date of Issuance of Certification for a specific project shall remain
in effect for the life of the project, regardless of the expiration date of this Certification. If the
construction process for approved activities will overlap the expiration and renewal date of
the corresponding 404 Permit and the Corps allows for continued use of the 404 Permit, then
the General Certification shall also remain in effect without requiring re-application and re -
approval to use this Certification for the specific impacts already approved.
17. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall
result in revocation of this General Certification for the project and may result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Water Quality Certification No. 3687

Water Quality Certification No. 3667
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
Coleen H. Sullin
Director
History Note: Water Quality Certification Number 3687 replaces Water Quality Certification
Number 3376 issued on March 18, 2002, Water Quality Certification Number 3494 issued
December 31, 2004, and Water Quality Certification Number 3624 issued March 2007. This
General Certification is rescinded when the Corps of Engineers re -authorizes any of these
Nationwide or Regional Permits or when deemed appropriate by the Director of the Division of
Water Quality.
Water Quality Certification No. 3687 6

Water Quality Certification No. 3819
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT
NUMBERS 12 (UTILITY LINE ACTIVITIES) AND 47 (PIPELINE SAFETY PROGRAM
DESIGNATED TIME SENSITIVE INSPECTIONS AND REPAIRS),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
Water Quality Certification Number 3819 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B
.0200 for the discharge of fill material to waters and wetland areas as described in 33 CFR 330
Appendix A (B) (12) and Nationwide Permit No. 47 of the Corps of Engineers regulations
including any fill activity for utility line backfill and bedding, and for the Riparian Area Protection
Rules (Buffer Rules) in 15A NCAC 2B.0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Permanent impacts to any wetlands and/or waters, including streams, under this General
Certification requires application to, and approval from, the Division of Water Quality (the
"Division").
Temporary impacts covered by this General Certification do not require written approval from the
Division as long as they comply with the Conditions listed below. Written approval is required
if the maintenance corridor is greater than 15 feet wide. Gas pipelines may have a
maintenance corridor wider than fifteen feet if mitigation is provided for these additional
wetland fills.
If any of these Conditions cannot be met, or If the activities are associated with, or in
response to a Notice of Violation or an enforcement action initiated by the Division of
Water Quality or the Division of Land Resources, then written approval from the Division is
required to use this Certification. Activities that are located within river basins with
Riparian Area Protection Rules (Buffer Rules) require written approval unless listed in the
Table of Uses as "EXEMPT".
In accordance with North Carolina General Statute Section 143-215.3D(e), any requirement for
written approval for a 401 Water Quality Certification must include the appropriate fee. If a
project also requires a CAMA Permit, then one payment to both agencies shall be submitted and
will be the higher of the two fees.
Conditions of Certification:
1. No Impacts Beyond Thresholds that Qualify for this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the thresholds established for use of this Certification, including incidental impacts.
All construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
Water Quality Certification No. 3819 1

Water Qua?ity C rtifi :=ti N°. -6819
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed; the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sitas, borrow sites, and waste pile (spoil)
projects, including contractor -owned or !eased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNA's), Trout Jr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained within
Design Standards in Sensitive Watersheds (15A NCAC 04B.0124) supercede all other
sediment and erosion control requirements.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters without
approval by the Division.. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, design and placement of temporary erosion control measures
shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream
beds or banks, adjacent to or upstream and down stream of the above structures. All
sediment and erosion control devices shall be removed and the natural grade restored within
two (2) months of the date that the Division of Land Resources or locally delegated program
has released the project.
4. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCG010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self-monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
htto://`h2o.enr.state.no.us/su/Forms Documents.htm.
5. Construction Moratoriums and Coordination
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to protect trout, anadromous fish,
larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
Water Quality Certification No. 3819

Water Quality Certification No. 3819
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water.
7. Riparian Area Protection (Buffer) Rule
Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not), within the Neuse, Tar -Pamlico, Catawba, Randleman, and Jordan (or any other basin
with buffer rules), shall be limited to "uses" identified within and constructed in accordance
with 15A NCAC 26 .0233, .0259, .0250, .0243, and .0267, and shall be located, designed,
constructed, and maintained to have minimal disturbance to protect water quality to the
maximum extent practicable through the use of best management practices. All buffer rule
requirements, including diffuse flow requirements, must be met.
8. Water Supply Watershed Buffers
The 30 -foot wide vegetative buffer (low-density development) or the 100 -foot wide (high-
density development) must be maintained adjacent to all perennial waters except for
allowances as provided in the Water Supply Watershed Protection Rules (15A NCAC 2B
.0212 through .0215).
9. Any rip rap required for normal pipe burial and stabilization shall be buried such that the
original stream elevation is restored and maintained.
10. Compensatory Mitigation
In accordance with 15A NCAC 2H .0506 (h), compensatory mitigation may be required for
losses of 150 linear feet or more of streams and/or one (1) acre or more of wetlands. For
linear, public transportation projects, impacts equal to or exceeding 150 linear feet per stream
shall require mitigation.
Compensatory stream mitigation shall be required at a 1:1 ratio for all perennial and
intermittent stream impacts.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for buffer impacts resulting from activities classified as "Allowable with Mitigation"
within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer
Rules.
A determination of buffer, wetland and stream mitigation requirements shall be made by the
Division for any application for this Certification. Design and monitoring protocols shall follow
the US Army Corps of Engineers Wilmington District Stream Mitigation Guidelines (April
2003), or its subsequent updates. Compensatory mitigation plans shall be submitted for
written Division approval as required in those protocols. Alternatively, the Division will accept
payment into an in -lieu fee program or credit purchase from a mitigation bank.
Finally, the mitigation plan must be implemented and/or constructed before any permanent
building or structure on site is occupied. In the case of public road projects, the mitigation
plan must be implemented before the road is opened to the public. Proof of payment to an
in -lieu fee program or mitigation bank must be provided to the Division to satisfy this
requirement.
Water Quality Certification No. 3819

J
Nater Quality Certification No. 3819
11. For all actMtles requiring re-aiignment of streams, a stream relocation plan mus, be
included for written Division approval. Relocated stream designs should include the same
dimensions, patterns and profiles as the existing channel (or a stable reference reach if
t} , existing _:hannel is unstable). to the maximum extent practical. The new channel
should be constructed in the dry end water shall not be turned into the new channel until
the banks are stabilized. Vegetation used for bank stabilization shall be limited to native
woody species, and should include establishment of a 30 -foot wide wooded and an
adjacent 20 -foot wide vegetated buffer on both sides of the relocated channel to t!ie
maximum e,�Ient practical. A transitional phase incorporating coir fiber and seedling
establishment is allowable. Rip -rap, A -Jacks, concrete, gabions or other hard structures
may be allowed if it is necessary to maintain the physical integrity of the stream, but the
applicant must provide written justification and any calculations used to determine the
extent of rip -rap coverage. Please note that if the stream relocation is conducted as a
stream restoration as defined in the US Army Corps of Engineers Wilmington District,
April 2003 Stream Mitigation Guidelines (or its subsequent updates), the restored length
can be used as compensatory mitigation for the impacts resulting from the relocation.
12. For sewer lines, the edge of the construction corridor shall not be installed parallel to and
closer than 10 feet from top of bank to a stream except for the following classifications; 50
feet to waters classified as WS (except WS -IV or WS -V), B, SA, ORW, HQW, or SB from
normal high water (or tide elevation) and wetlands; or 100 feet to private or public water
supply sources or waters classified as WS -1 waters or Class I or Class II impounded
reservoirs used as a source of drinking water in accordance with 15A NCAC 02T .0305(f).
Utility lines shall not cross a stream channel at other than a near -perpendicular direction
(i.e., stream channel crossings shall not be at an angle of less than 75 degrees or more
than 105 degrees to the stream bank).
13. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed either a) with no joints connected within the footprint of a
stream channel or within two (2) feet of the stream banks in the case of plastic or PVC
pipes or b) with properly bedded and supported ductile iron. Otherwise, written approval
from DWQ is required.
14. If concrete is used during the construction, then a dry work area should be maintained to
prevent direct contact prevent direct contact between curing concrete and stream water.
Water that inadvertently contacts uncured concrete should not be discharged to surface
waters due to the potential for elevated pH and possible aquatic life/fish kills.
15. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling.
16. Placement of rip -rap shall be restricted to the stream bottom and banks directly impacted
by the placement of the utility line. Rip -rap shall only be used below the normal high
water level. The stream berm must be restored to the original contour after construction.
Placement of rip -rap or other materials shall not result in de -stabilization of the stream bed
or banks upstream or downstream of the crossing.
17. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Non-native perennials such as fescue
are prohibited.
18. A one-time application of fertilizer to re-establish vegetation is allowed, but is restricted to
no closer than 10 feet (3 meters) from top of bank of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations.
Water Quality Certification No. 3819

Water Quality Certification N". 381,S'
19. The construction corridor (including access roads and stockpiling of materials) is limited to
40 feet (12.2 meters) in width in wetlands and across stream channels and must be
minimized to the maximum extent practicable.
20. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 15 feet in width except at manhole locations. A 15 -foot
by 15 -foot perpendicular vehicle turnaround must be spaced at least 500 feet (152.4
meters) apart.
21. An anti -seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the wetland
for buried utility lines. Anti -seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally
drilled, and perpendicular wetland crossings that are open cut and less than 150 feet (45.7
meters) long do not require anti -seep collars. The compacted clay shall have a specific
infiltration of 1 X 10- 5 cm/sec or less. A section and plan view diagram is attached for the
anti -seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water -cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
22. The applicant shall have a specific plan for restoring wetland contours. Any excess
material will be removed to a high ground disposal area.
23. If an environmental document is required under NEPA or SEPA, then this General
Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of
Decision (ROD) is issued by the State Clearinghouse.
24. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be
contacted to determine if Coastal Stormwater Regulations will be required. .
25. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State or local approvals.
26. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
27. This General Certification shall expire three (3) years from the date of issuance of the
written approval letter or on the same day as the expiration date of the corresponding
Nationwide Permit 12 or Nationwide Permit 47. The conditions in effect on the date of
issuance of Certification for a specific project shall remain in effect for the life of the
project, regardless of the expiration date of this Certification. If the construction process
for approved activities will overlap the expiration and renewal date of the corresponding
404 Permit and the Corps allows for continued use of the 404 Permit, then the General
Certification shall also remain in effect without requiring re-application and re -approval to
use this Certification for the specific impacts already approved.
Water Quality Certification No. 3819

Water Quality Certification No. 3819
28. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compiiance with §303(d) of the Clean Water Act), and any other appropriate requirements
of State and Federal Law. If the Division determines that such standards or laWs are not
being met, including failure to sustain a designated or achieved use, or that State or
Federal law is being violated, or that further conditions are necessary to assure
compliance, then the Division may reevaluate and modify this General Water Quality
Certification.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may
result in revocation of this General Certification for the project and may also result in criminal
and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 19, 2010
DIVISION OF WATER QUALITY
By
Coleen H. Sullins
Director
History Note: Water Quality General Certification (WQC) Number 3819 issued on March 19,
2010 replaces WQC Number 3699 issued on November 1, 2007, WQC Number 3625 issued on
March 19, 2007, WQC Number 3374 issued on March 18, 2002, WQC Number 3288 issued on
June 1, 2000, WQC Number 3101 issued on February 11, 1997, WQC Number 3022 issued on
September 6, 1995 and WQC Number 2664 issued on January 21, 1992. This General
Certification is rescinded when the Corps of Engineers reauthorizes Nationwide 12 or when
deemed appropriate by the Director of the Division of Water Quality.
Water Quality Certification No. 3819

5

STATE OF NORTH CAROLINA
DEPARTNII;NT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
March 22, 2012
Mr. Brian Wrenn
N.C. Dept. of Environment &
Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Sir:
EUGENE., A. CONTI, JR.
SECRETARY
Subject: NCDOT Response to the NCDWQ On -Hold Letter for the replacement of
Bridge No. 54 over St. Clair Creek on NC 99 in Beaufort County. Federal Aid
Project Number BRSTP-0099(5); WBS 38359.1.1; TIP No. B-4418.
Reference: Application for a Section 401 Water Quality Certification and Tar -Pam Riparian
Buffer Authorization Request dated, January 13, 2012
NCDWQ On Hold Letter dated, February 23, 2012 (received March 2, 2012)
On February 23, 2012, NCDWQ sent a letter placing the permit application for the above -
referenced project on -hold, citing one area where the permit application was deficient (below).
This letter serves to provide all of the information requested to remedy the deficiencies.
The proposed bridge is non-compliant with the diffuse flow requirements of the Tar -Pamlico
Buffer Rules [15A NCAC 2B. 0259(5)] due to the presence of deck drains. Please explain
whether deck drains can be eliminated. IF not, a major variance may be required to allow the
direct discharge of stormwater into zone 1 of the buffer. The direct discharge of stormwater into
zone 2 of the buffer could be handled under a minor variance.
The NCDOT has determined deck drains can be eliminated from the south end of the proposed
bridge since it is not likely the resulting spread will be cause for safety concerns. The drainage
on the north end of the bridge is of concern; however, since the north end is adjacent to coastal
wetlands, and according to [15A NCAC 2B.0259(4)(a)(iii)(C)] the riparian buffer begins on the
landward limit of the coastal wetland, deck drains will not violate the diffuse flow requirements
of the Tar -Pamlico Buffer Rules.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATVON FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

We feel that this information completes the permitting requirements and request issuance of the
Section 401 Water Quality Certification and Tar -Pam Riparian Buffer Authorization.
If you have any questions or need additional information, please call or email Tyler Stanton at
[phone] or [e-mail].
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development and Environmental Analysis Unit
cc: Mr. Garcy Ward, NCDWQ Washington Regional Office
Mr. Tom Steffens, USACE Washington Field Office

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
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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.
Article Addressed to:
George D. Ross, Jr.
10134 MY NC 99 South
Bath, NC 27808
A. Signature
XAgent
(Y �" -)J Addressee
S. Received by (P ' ted Name)C. Date of Delivery
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PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

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Tyler Stanton 0211111111111111Mh.,yy �9
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Raleigh, NC 2761
JAN 25 ZU12
DIVISION OF HIGWAYS

It
N. C. DEPARTMENT OF TRANSPORTATION
TRANSMITTAL SLIP
DAT /I O
�o),-
TO:
REF. NO. OR ROOM, BLDG.
�e {Q -r\ L -a 112
FROM:
REF. NO. OR ROOM, BLDG.
ACTION
❑
NOTE AND FILE ❑ PER OUR CONVERSATION
❑
NOTE AND RETURN TO ME ❑
PER YOUR REQUEST
Cl
RETURN WITH MORE DETAILS ❑ FOR YOUR APPROVAL
❑
NOTE AND SEE ME ABOUT THIS ❑ FOR YOUR INFORMATION
❑
PLEASE ANSWER ❑ FOR YOUR COMMENTS
❑
PREPARE REPLY FOR MY SIGNATURE ❑ SIGNATURE
❑ TAKE APPROPRIATE ACTION ❑ INVESTIGATE AND REPORT
COMMENTS:

BSA.
NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 23, 2012
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
7011 0110 0000 9948 3358
Dr. Greg Thorpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Subject: Replacement of Bridge No. 54 in Beaufort County, Federal Aid Project No.BRSTP-0099(5), TIP B4418.
Dear Dr.Thorpe:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification and TAR-PAMLICO BUFFER
AUTHORIZATION for the aforementioned project. Review of your application revealed it lacking necessary information required
for making an informed permit decision. The permit application was deficient in the following areas:
• The proposed bridge is non-compliant with the diffuse flow requirements of the Tar -Pamlico Buffer Rules [ 15A NCAC 2B.0259
(5)] due to the presence of deck drains. Please explain whether the deck drains can be eliminated. if not, a major variance may
be required to allow the direct discharge of stormwater into zone 1 of the buffer. The direct discharge of stormwater into zone 2
of the buffer could be handled under a minor variance.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are supplied the
necessary information. You have 21 days to respond in writing with the requested information or notification to this office that the
information is forthcoming. If, at the end of the 21 days, this office has not received this information in writing, we will assume you
are withdrawing your application and it will be returned. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on hold.
If you have any questions or require additional information, please contact Garcy Ward at [phone].
Aincerely,
for Charles Waktld
Director
cc: Tom Steffens, US Army Corps of Engineers, Washington Field Office
Jay Johnson, Division 2 Environmental Officer
Stephen Lane, Division of Coastal Management
Sonia Carrillo, DWQ , Transportation Permitting Unit
File Copy
North Carolina Division of Water Quality Internet: www.ncwater(juality.org One
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] NofthCarolina
An Equal OpportunitylAffirmafive Action Employer — 50% Recycle&10°k Post Consumer Paper Naturally

16591
b APR 09
authorization. Further bridge projects along the same waterways will have to be independently
evaluated before they may be considered for this determination.
The fact that a Coast Guard 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 the project Please contact Mr. Bill H. Brazier at the above
address or telephone number for any further assistance.
Sine y.
WAVERLY W. G GO , JR.
Chief, Bridge Administration Branch
By direction of the Commander
Fifth Coast Guard District
Copy: Coast Guard Sector North Carolina, Waterways Management
a

Commander 431 Crawford Street
U -S. Department of United Staies Coast Guard Portsmouth, Va. 23704-5004
Homeland Security Fifth Coast Gum d Distft Staff Symbol, dpb
Phone: (757) 39&4XZ2
United States Fax: {757) 398.6334
Coast Guard Emat: SiY.H.Brazier*uscg.mii
.16391
6 APR 09
Mr. John Williams. P.E.
North Carolina Department of Transportation
1351 .flail Service Center
Raleigh, NC 27699-1 55 1
Dear'Mr. Williams:
I apologirx ror our late response to your letter of December 19. 2008, requesting Advance Permit
Approval for the following North Carolina Department of Transportation Bridge Replacement
Projects:
1) B-4922. Bridge No. 2a over Knobbs Creek,
2) 13-4787, Bridge No. 95 over Johnson's Mill Run;
3) B-4772, Bridge No. 326 over Mill Branch Creek;
4) B-4736, Bridge No. 233 over Slacks Swamp;
5) B-4728, Bridge No. 251 over Brash Creek:
6) B-4710. Bridge No. 3 over Browns Creek;
7) B-4711. Bridge No. 5 over Homepin Branch;
8) B-4591, Bridge No. 4 over Island Creek;
9) B-4421. Bridge No. 42 over Durharn Creels.
1 U) B-4418. Bridge No. 54 over St. Clair Creek; and
11) B-2948, Bridge No. 78 over Little Rockfish Creek
The Coast Guard Authorization Act of 1982 exempts bridge projects from a Coast Guard bridge
hermit when the bridge project crosses non -tidal waters which are not used, susceptible to use in
their natural condition. or susceptible to use by reasonable improvement as a means to transport
interstate commerce. The information provided with the aforementioned letter indicates that
these bridge projects are exempt, therefore, a Coast Guard Bridge permit will not be required for
these proposed bridge replacement projects.
-Chest determinations are for the location anti replacement of the Abovementioned Bridge
projects and are valid for five years from the date of this letter. if time construction does not
commence within this time period, you must contact this office for reaffirmation of this

ADJACENT RIPARIAN LANDOWNER STATEMENT
(Beaufort County: Replace Bridge No. 54 over St. Clair Creek)
NCDOT TIP B-4418
General Statutes and Division of Coastal Management Major Development Permit approval
procedures require 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. This form allows the adjacent riparian landowner to express either: (1)
that he objects to the project; or, (2) that he does =-t 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.
1, , am an adjacent riparian property owner and am aware of the
North Carolina Department of Transportation's plans for replacing bridge number 54 over St.
Clair Creek in Beaufort County, North Carolina. I am further aware that this work will occur in
one or more Areas of Environmental Concern and therefore will require authorization from the
Division of Coastal Management in accordance with the Coastal Area Management Act
(CAMA).
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229
I have objections to the project as presently proposed and my comments are attached
Signature of Adjacent Riparian Landowner Date
Phone Number with Area Code
2

rye
STATE OF NORTH CAROLINA
DEPARTiVIENi OF TRANSPORTATION
BEVERLY EAVES PERDUE
GovERNOR
January 13, 2012
George D. Ross, Jr.
10134 HWY NC 99 South
Bath, NC 27808
Dear Landowner:
EUGENE A. CONTI, JR.
SECRETARY
D
12
The North Carolina Department of Transportation is planning to replace bridge number 54 on
NC 99 over St. Clair Creek. The proposed project will replace the aging existing strrt-=cure over St. Clair
Creek. The project will replace the existing 69 -foot bridge with a 115 -foot bridge. The additional length
will allow for the replacement of a substandard structure as well as improve the existing floodplain. This
project crosses an Area of Environmental Concern, as defined by the North Carolina Division of Coastal
Management (DCM), and must be approved by the DCM under provisions of the Coastal Area
Management Act (CAMA). One of the prerequisites to this approval is that adjacent riparian landowners
be given an opportunity to comment on the proposal. A permit application, vicinity map and site
drawings are enclosed for your review.
The attached form is submitted to ensure that you have an opportunity to comment on the
proposal. The work planned is depicted in the attached drawing. If you have no objections to the
proposal, please return the form with your response within 10 days to this office. If you do have
objections to the project, please forward your comments to:
Mr. Stephen Lane
N.C. Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Thank you for your cooperation.
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development and Environmental Analysis Unit
Enclosures
cc: Stephen Lane, NCDCM
File — B-4418
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOTORG
LOCATION:
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610-4328

Form DCM MP -1 (Page 5 of 5)
APPLICATION for
Major Development Permit
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
CL•TVED
4 2012
252_808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 tn the site.
d. A copy of the deed (with state application only) or other instrument under which tha-nnlirnnt claims title to the affected properties.
e. The appropriat. appiivation 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.
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 (3 " (Z Print Name C4Q
Signature
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Form DCM MP -1 (Page 3 of 5)
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
("i) 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.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water mar dement or treatment systems.
None
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®PubliclGovernment
❑Private/Community
b.
Give a brief description of purpose, use, and a'niiy wyerations of the project when complete.
Replace existing bridge due to low sufficiency rating. Lengthen bridge and improve road facility and safety with widening and
addition of guardrail.
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.
Propose top/down construction with no temporary causeway(s). Typical construction equipment includes crane, bulldozer,
dump trucks, motor grader, etc.
d.
List all development activities you propose.
Replace/Lengthen bridge; Remove portion of existing road fill/causeway to improve bridge hydraulic conveyance and offset
surface water being filled in. Addition of fill due to widening facility and raising of the existing road grade. The grade has to
be raised to provide access for future bridge maintenance inspection activities. Overhead powerline utility will be relocated
away from bridge; telephone line will be relocated via trenchless method (directional bore); water line will be relocated via
open -trench and trenchless directional bore trenchless method.
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? 1.4 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No [INA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Existing bridge has deck drains with direct discharge into St. Claire's Creek. Proposed bridge will have deck drains in
overbank only with no direct discharge into St. Claire's Creek.
i.
Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No [INA
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 [INA
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.
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Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
Site Description
County (can be multiple)
Street Address
b. Size of entire tract (sq.ft.)
State Rd. #
Beaufort
approx. 65,575 sq. ft.
C.
NC 99
Subdivision Name
Cary
State
Zip
N/A
Project not within a municipal
NC
27808 -
Vegetation on tract
boundary.
Wetland (forested, coastal, non -forested), grass (NC 99 shoulders and residential yard), agricultural field
f.
Phone No.
Lot No.(s) (if many, attach additional page with list)
N/A - - ext.
Identify and describe the existing land uses adjacent to the proposed project site.
N/A, I I ,
a. In which NC river basin is the project located?
h.
b. Name of body of water nearest to proposed project
Tar -Pamlico
St. Clair's 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 Eii4anmade ❑Unknown
❑Yes ❑No ®NA
Pamlico River
e. Is proposed work within city limits or planning jurisdiction?
k.
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
If yes, by whom? NC Dept. of Cultural Resources -
work falls within.
State Historic Preservation Office;
N/A
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
approx. 200'
approx. 65,575 sq. ft.
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 ❑NHW or ®NWL
e.
Vegetation on tract
Wetland (forested, coastal, non -forested), grass (NC 99 shoulders and residential yard), agricultural field
f.
Man-made features and uses now on tract
Existing NC 99 road facility
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Existing NC 99 road facility; Residence
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Per Beaufort Co. website, zoning not noted; Land Use =
(Attach zoning compliance certificate, if applicable)
„U„
❑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? NC Dept. of Cultural Resources -
State Historic Preservation Office;
documentation included in CE.
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No DNA
National Register listed or eligible property?
<Form continues on next page>
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MUM
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department Of Transportatior,
B-4418 (38359.1.1)
Last Name
Applicant 1: First Name
MI
Last Name
Mailing Address
Gregory
PO Box
Thorpe
State
Applicant 2: First Name
MI
Last Name
- ext.
If additional applicants, please attach an additional page(s) with names listed.
FAX No.
Mailing Address
PO Box
City
State
1598 Mail Service Center
ZIP
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
276991598
USA
919 - 707 - 6000 ext.
919 -250-4224
Street Address (if different from above)
City
State
ZlP
1000 Birch Ridge Drive
Raleigh
NC
127610-
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 (d different from above)
City
State
ZIP
Email
<Form continues on back>
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S. 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
❑ Yes ® No
impacts?
�LU
❑ Raleigh
5c. If yes, ind irate the USFWS Field Office you have contacted.
❑ Asheville
2O12
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP, USFWS website, field surveys
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?
NMFS County Index
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
E] Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
data sources did you use to determine whether your site would impact historic or archeological resources?
r7b.What
NEPA Documentation
.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: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
Dr. Gregory J. Thorpe, Ph D -
XApp
Date
Applicant/Agent's Printed Name cant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is rovid-
11

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 r oqy ;:I ements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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 2B .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
additional development, which could impact nearby downstream water quality?
® No
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.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
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.
not applicable
10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
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 not, explain why.
❑ Yes ❑ No
Comments: See attached buffer permit drawings.
2.
Stormwater Management Plan
-4a.
What is the overall percent imperviousness of this project?
N/A
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:
See attached permit drawings and stormwater management 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?
not applicable
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
F1 USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
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
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ®No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No NIA
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No N/A

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
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
6e.
Multiplier Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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).
6h. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed bridge is 46 feet longer than the existing bridge; tha proposed bridge will be at approximately the same
grade as the existing structure; an off site detour will be used, 3:1 fill slopes where practicable. Deck drains are limited to
overbank area under bridge with no direct discharge into creek. Removal of existing road fill for longer bridge and
increasing bridge opening will improve hydrological conveyance and wildlife passage, and reduce bridge opening
velocities. Stream -side areas will be graded such that elevations match natural/undeveloped floodplain in project vicinity.
Promotion of sheet flow and infiltration over grassed shoulders. Reduction of stormwater control measure impacts in
wetlands to one pipe outlet with rip rap energy dissipator pad. Elimination of two alternative designs (both on-site detours)
which would have caused greater impacts to jurisdictional resources. Design Standards in Sensitive Watersheds will be
implemented.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Top-down construction; crane will remove existing bents; phone utility will use trenchless method (directional bore) to
move facility outside wetland and under St. Clair Creek; minimize open trench excavation for water utility by directionally
boring where practicable. Adherence to an in -water work moratorium for anadromous fish from Feb. 15 to June 15.
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?
If no, explain:
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigat ion 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: not applicable
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.

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
El Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
Ah
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary
required?
B1 ®P ❑ T
Roadway Fill, Hand
Clearing
St. Clair Creek
El Yes
® No
1,475
1,104
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
1,475
1,104
6i. Comments:

4. Open Water Impacts
it 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
impact number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary
01 ❑ PEI T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
X Permanent
X Temporary
4g. Comments: Impacts due to piers are approximately 45 sq. ft.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
caExvat
ca
Flooded
Filled
ed
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
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:

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
0.01
Site 1 ® P ❑ T
Fill, Excavation
Coastal
❑ Yes
® No
® Corps
❑ DWQ
Site 2 ® P ❑ T
Fill, Excavation
Coastal
❑ Yes
® No
® Corps
❑ DWQ
0.01
Site A4 ❑ P ® T
Fill
Coastal
❑ Yes
® No
® Corps
❑ DWQ
<0.01
Site A5 ® P ❑ T
Excavation
Coastal
❑ Yes
® No
® Corps
❑ DWQ
<0.01
Site A6 ® P ❑ T
Fill
Coastal
❑ Yes
® No
® Corps
❑ DWQ
<0.01
Site 6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.02 Permanent
0.00 Temporary
2h. Comments: Site 1 and 2 capture impacts due to roadway and bridge facility, Sites A4 and A5 capture impacts due to water
line (utility) relocation work, Site A6 captures impacts associated with power -pole (utility) relocation. Due to rounding, there will
be 0.02 ac of impacts to CAMA wetlands; there are no permanent impact to 404 wetlands. Additionally, there will be 0.13 ac
of hand clearing (0.10 in CAMA wetland and 0.03 in 404). There will also be 0.02 acres of temporary fill in CAMA wetlands in
the hand clearing areas and <0.01 acres of temporary fill in 404 wetlands in the hand clearing areas for erosion control
measures.
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
Average
Impact length
number -
(PER) or
jurisdiction
stream
(linear feet)
Permanent (P) or
intermittent
(Corps - 404, 10
width
Temporary (T)
(INT)?
DWQ - non -404,
(feet)
other)
Site 1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
X Perm
X Temp
3i. Comments:

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
not applicable
1 b. Site coordinates (in decimal degrees):
Latitude: 35.44354 Longitude: - 76.72022
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 1.4 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
St. Clair Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Sw; SC; NSW
1c. 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: Existing conditions at the site include maintained / disturbed roadside shoulder and agriculture in addition to
forested wetlands. Land use in the project vicinity is predominantly agriculture with some residential properties.
3b. List the total estimated acreage of all existing wetlands on the property: 0.4
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 145
3d. Explain the purpose of the proposed project: To replace a structurally deficient bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 69-foot bridge with a 115-foot, 3-span bridge on the existing alignment with an off-site
detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. Overhead powerline utility
will be relocated away from bridge; telephone line will be relocated via trenchless method (directional bore); water line will
be relocated via open-trench in uplands and trenchless (directional bore) method in Waters of the U.S.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: USACE, NCDCM, NCDOT conducted on-site
®Yes El No El Unknown
jurisdictional determination visit 17 Sept 2008 but no tear-
sheet or USACE action ID issued. On 11 July 2011, NCDOT
conducted follow-up on-site investigation and determined
CAMA/404 wetland in SE quad altered due to fill and
possible mechanized clearing conducted by unknown entity.
4b. If the Corps made the jurisdictional determination, what type
® preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: NCDOT
Name (if known): David Bailey
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
September 22, 2008
5. Project History
5a. Have permits or certifications been requested or obtained for❑Yes®No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
Rh If vac aYnlain
3

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no..-
o.:4h.
4h.Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

lbua&I
-:i
O Nii� Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
JAN 2 4 ?o IZ'
1 a. Type(s) of approval sought from the
Corps:
CO s:
404 Permit El Section 10 Permit
0CM-MHD CIT'a
1b. Specify Nationwide Permit (N."JP' number: 3 12 or General Permit (GP) number:
1c. Has the N WP or GP number been verified by the Corps?
❑ Yes
® No
1 d. 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 For the record only for DWQ 401
because written approval is not required? 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:
Replacement of Bridge 54 over St. Clair Creek on NC 99
2b. County:
Beaufort
2c. Nearest municipality / town:
Bath
2d. Subdivision name:
not applicable
2e. NCDOT only, T.I.P. or state
project no:
B-4418
3. Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b. Deed Book and Page No.
not applicable
3c. Responsible Party (for LLC if
applicable):
not applicable
3d. Street address:
1598 Mail Service Center
3e. City, state, zip:
Raleigh, NC 27699-1598
3f. Telephone no.:
[phone]
3g. Fax no.:
[phone]
3h. Email address:
[e-mail]

Section 401 Permit: We anticipate 401 Certification numbers 3687 and 3819 will apply to
this project. All general conditions of the Water Quality Certification will be met and we are
requesting written approval from NCDWQ. We are providing five copies of this application
to the NCDWQ for their approval.
CAMA: NCDOT requests that the proposed work be authorized under Coastal Area
Management Act General Permits. The adjacent riparian landowner return receipts will be
forwarded once they are received. Authorization to debit the $800 Permit Application Fee
from WBS Element 38359.1.1 is hereby given.
Tar -Pamlico River Basin Buffer Authorization: NCDOT requests that the NC Division of
Water Quality review this application and issue a written approval for a Tar -Pamlico
Rip=ian Buffer Authorization.
A copy of this permit application and its distribution list will be posted on the NCDOT
website at http://www.ncdot.org/doh/preconstruct/pe/neu/pennit.html
If you have any questions or need additional information, please call or email Tyler Stanton
at [phone] or [e-mail].
Sincerely,
f-E✓ Gregory J. Thorpe, Ph.D., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List
2

dna $rAi[ p�
. •�,.,..s'
BE Y L' RL i' EAvEs PERDUE
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
January 13, 2012
Mr. Brian Wrenn
N.C. Dept. of Env. & Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Sirs:
RECEIVED
+AIS 2 4 ?012
DCWTOHD CITY
EUGENE A. CONTI, JR.
SECRETARY
Mr. Stephen Lane
N.C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Subject: Application for a Section 401 Water Quality Certification, Tar -Pam Riparian
Buffer Authorization Request, CAMA General Permits, and Notice of Use of
Section 404 Nationwide Permits 3 and 12 for the replacement of Bridge No. 54
over St. Clair Creek on NC 99 in Beaufort County. Federal Aid Project Number
BRSTP-0099(5); Debit $800 from WBS 38359.1.1; TIP No. B-4418.
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA), proposes to replace Bridge
No. 54 in Beaufort County. The proposed let date for the project is September 18, 2012 with
a review date of July 31, 2012; however, the let date may advance as additional funds
become available. The permanent impact to Waters of the US associated with this project is
0.02 acre.
Please find enclosed a Pre -Construction Notification (PCN) form, Division of Coastal
Management Major Permit Form 1, U.S. Coast Guard Advance Permit Approval letter,
adjacent riparian landowner certified mail receipts, permit drawings, buffer drawings, utility
drawings, roadway plans, and a copy of the State Stormwater Management Plan. A
Programmatic Categorical Exclusion (PCE) was completed for this project on March 17,
2011, and distributed shortly thereafter. Additional copies are available upon request.
Regulatory Approvals
Section 404 Permit: The NCDOT intends to proceed with the construction of this project
under Nationwide Permits 3 and 12. All general conditions will be met and therefore
NCDOT is not requesting written approval from the U.S. Army Corps of Engineers.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610-4328
RALEIGH NC 27699-1598

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMFACTS
Hand
Permanent Temp. Excavation Mechanized Clearing Permanent Temp.
Site Station Structure Fill In Fill In in Clearing in SW SW
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts
ac ac ac ac ac ac ac
1 14+56 to 18+14 -L -Lt Fill 0.01 <0.01 0.07
Existing=xisting
Channel Channel Natural
Impacts Impacts Stream
Permanent Temp. Design
ftft ft
2 13+03 to 18+84-L- Rt Fill <0.01 <0.01 0.06
TOTALS: 0.01 0.01 0.13
RECViv EDD
Impacts of piers to surface waters = +/- 45 sf JAN 2 4 2012
Total Cama Wetlands: 0.01 ac Fill in Wetlands + 0.01 ac Excavation + 0.10 ac Hand Clearing = 0.12 ac NC DEPARTMENT OF TRANSPORTATION
Total for 404 Wetlands: 0.03ac Hand Clearing = 0.03 ac NC DEPARTMENT OF TRANSPORTATION
,14-NAHD CITY
0.02 acres of Temporary Fill in CAMA Wetlands in the Hand Clearing areas for erosion control measures. BEAUFORT COUNTY
<0.01 acres of Temporary Fill in 404 Wetlands in the Hand Clearing areas for erosion control measures. WBS - 38359. 1.1 (B-4418)
SHEET 10/10/11
ATN Revised 3/71/05 Pemit nr....�`
Sheet --2 of_j_

See Sheet 1-A For Index of Suets
See Sheet 1-B For Conventlonal Symbols
e Cros oadS
ROJECT ....
VICINITY MAP
DETOUR ROUTE
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAYS
BEAUFOIRT COUNTY
LOCATION. BRIDGE NO. 54 OVER ST. CLAIR CREEK ON NC 99
TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE
BEGIN TIP PROJECT B-4418
-L- STA. 12 + 00.00
- A.1 +
100.94
NC 99 -L-
fT6�1873-
Jj, - -
+
END TIP PROJECT B-4418
-L- STA. 20 + 00.00
"'DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE OF 443'.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
50 15 0 50 140
mjr� --
PLANS
50 15 4 50 100
PROFILE (HORIZONTAL)
10 5 4 10 2p
PROFILE (VERTICAL)
DESIGN DATA
PROJECT LENGTH
ADT 2012 = 1,475
RIGHT OF WAY DATE:
SEPTEMBER 16, 2011
ADT 2032 = 2,200
LETTING DATE:
SEPTEMBER 18, 2012
DHV = 13%
D = 55%
LENGTH ROADWAY TIP PROJECT "418 = 0.130 MILES
T = 11%
LENGTH STRUCTURE TIP PROJECT B-4418 == 0.022 MILES
**V = 60 MPH
" TTST = 4 DUAL = 7
TOTAL LENGTH TIP PROJECT B-4418 = 0.152 MILES
FUNC CLASS =
MAJOR COLLECTOR
REGIONAL TIER
Prepared In the Office oft
DIVISION OF HIGHWAYS
1000 Birch R1dro Dr., Raltilh NC, 27610
1006 STANDARD SPBCIFI MMS
GARY LOVERING. PE
RIGHT OF WAY DATE:
SEPTEMBER 16, 2011
pR0ya`7 LWra6R
RICK DECOLA, PE
LETTING DATE:
SEPTEMBER 18, 2012
PA0j2C7 °EVN arvr,naM
.t. I a." � usnwcs M I -
•c• B-4418 1
38359.1.1 1 BUTP-0099(5) I PE
Buffer Drawing
Sheet l O
V5
RECEIVED
4
sr��s 2 � 2012
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
AL
DCM-N1HD Cl'CY
INCOMPLETE PLANS
W NOT OSR POR R/o .COUI9IT[ON
PRELIMINARY PLANS
DO NOT US8 FOR CONSTRUCTION
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
i

0
GEORGE D. ROSS. JR
ro SO? 473
0
E1,40INEER ENGINEER
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INCOMPLE
E PLANS
W NOT vee roe
iv wopvremox
PRELIMIN
Y PLANS
DO NOTvee Po
coxsntocrsox
Buffer Djawing
*
Sheet ---of -7
* * * GEORGE D. ROSS, JR.
* *
* * *
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GEORGE D. ROSS. JR.
RECEIVED
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RW 0' 100'
SCALE= r=100'
ALLOWABLE IMPACTS ZONE I
(ALLOWABLE IMPACTS ZONE 2

RM' $MEET N0.
ROADWAY DESIGN HYDRAULIC
B901NEER ENGINEER
�q5
IN1,'aMYLE E PLANS
DO NOT ves ron iw wcovuwrcoN
PRELIMIN Y PLANS
DO NOT USE !O C01JF
" O Buffer Drawing %
s `1 ^ GEORGE 0. Ross. Jt. Sheet 3 of
4c X
\l` RECEi ED
cs •
JAN 2 4 2012
GEORGE 0. MS. JR � ! I � � It
DCM-M14D CITY
I I I I /ISBkD � / � • � �p � • �� \ � � � ' I I p
SITE 1; STAXPS C`IRIR�CM OF CHRIST
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GEORGE D. ROSS. JI. \ 1 \ \ t
ALLOWABLE IMPACTS ZONE 1 \
..ALLOWABLE IMPACTS ZONE 2 \ \
100' 0' 100'
SCALE= P=100'
7AOCI70N
" O Buffer Drawing %
s `1 ^ GEORGE 0. Ross. Jt. Sheet 3 of
4c X
\l` RECEi ED
cs •
JAN 2 4 2012
GEORGE 0. MS. JR � ! I � � It
DCM-M14D CITY
I I I I /ISBkD � / � • � �p � • �� \ � � � ' I I p
SITE 1; STAXPS C`IRIR�CM OF CHRIST
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GEORGE D. ROSS. JI. \ 1 \ \ t
ALLOWABLE IMPACTS ZONE 1 \
..ALLOWABLE IMPACTS ZONE 2 \ \
100' 0' 100'
SCALE= P=100'

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
1
STRUCTURE SIZE /
TYPE
Fill
STATION (FROM/TO)
12+74 to 13+73-L- LT.
TYPE ALLOWABLE MITIGABLE
ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL
CROSSING BRIDGE IMPACT (ft2) (ft) (ft2) (ft2) (ft2) (ft2)
X 790.0 491.0 1281.0
ZONE 1 ZONE 2
(ft2) (ft)
X 19.0 19.0
1
Fill
17+01 to 17+52-L- LT
X 407.0 273.0 680.0
1
Fill
Fill
18+84 to 19+37-L- RT
13+69 to 14+50 -L- RT
X 238.0 1 211.0 449.0
X 6.0 129.0 135.0
X 15.0 15.0
1
TOTAL:
1475.0 1104.0 2579.0
RECEIVEb
JAIN 2 4 2012 Buffer Drnwing
Sheet
Dfh1-+_,1,C;'rY
ay

November 2, 2011
RECEIVED
B-4418 Be fort County Bridge #54 St. Clair's Creek
JAIL! 2 4 2012
According to the utilities information we have available: DCM_M1 RD CITY
Tideland EMC "power" has (2) poles and aerial lines along the east side of NC 99 that
are in conflict with bridge construction. Tideland EMC will relocate their aerial facilities
farther to the east, away from the bridge. Temporary fill in a CAMA wetland at approx.
Sta.-L- 15+92 will be required for the relocation of the power pole. Contact person is
Kenneth Neal at [phone]
Tri -County Telecom has facilities in conflict with bridge construction. The telephone
lines will be relocated to the east side of the roadway facility. The facility will be
directionally bored with no wetland impact. Contact person is Cecil F. Walker Jr. at (252)
964-9229.
Beaufort County has an 8" water line in conflict with bridge construction. This facility
will be relocated to the east side of the bridge. The water line will be installed using both
open -trench and trenchless (directional bore) methodologies. The water line will be
directionally bored under St. Clair Creek at a minimum depth of 16'. The water line will
be open -cut from approx. Sta.-L-17+01 to approx. Sta.-L-17+60 resulting in excavation
of a CAMA wetland and temporary fill within a CAMA wetland. Contact person is Curtis
Jett at [phone].

W
0
C
a
D
Z
See Sheet I -A For Index of Sheets
_ ."fRan it e
VVV Burbage
y e9 Crossroads
J PROJECT
99 I I 99
308 r
Res
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BEA UFOR T COUNTY
NEU PERMIT DRAWING PLANS
LOCATION. BRIDGE NO. 54 OVER ST. CLAIR CREEK ON NC 99
TYPE OF WORK, RELOCATE UTLITY LINES
F-- - - -------------- - - - - -- - - - -
VICINITY MAP
DETOUR ROUTE
I
,
,
I
I
,
I
,
I
II ,
_-- —��
I
I
I
,
I
I
I
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IrA1 � wNAl4 I 7�1
•C. B-4418
rr.n rrv.eu r.. rROlwn ralovllow
"DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOP -PING -SIGHT -01-STANCE- OP 443- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
llllllllll \ �
� I Q
PROFILE (HORIZONTAL)
DESIGN DATA I PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 8-4418 = 0.130 MILES
LENGTH STRUCTURE TIP PROJECT B--4418 = 0.022 MILES
TOTAL LENGTH TIP PROJECT B-4418 = 0.152 MILES
Prepored In the Office of.
DIVISION OF HIGHWAYS
1000 Birch Ridjrs Dr., Ralrilh NC, 27610
2W STANDAW SPEWMMONS
RIGHT OF WAY DATE:
PROJECT EN( nOn
• 01SIGN EXCEPTION UQU1RPO FOR HORIZONTAL
STOPPING SIGHT DISTANCS O/ IAS'.
PROJECT DESIGN ffNGVWM
BEGIN TIP PROJECT B4418
4
L— STA. 12 + 00.00
END PRIPPE
-L- aa�r
—
I!
� NC 99
♦ 4
+
-1r Jlf.�
JJ
J
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g
t
Iuno.IXr a cool ro wnoro rwuawr fff
9
END TIP PROJECT B-4418
R
—L— STA. 20 + 00.00 ro,
Nk 101 RIYC111M 11.W4I1 WI
RI, 41 IHR
MIYCX
H A -W
IrA1 � wNAl4 I 7�1
•C. B-4418
rr.n rrv.eu r.. rROlwn ralovllow
"DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOP -PING -SIGHT -01-STANCE- OP 443- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
llllllllll \ �
� I Q
PROFILE (HORIZONTAL)
DESIGN DATA I PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 8-4418 = 0.130 MILES
LENGTH STRUCTURE TIP PROJECT B--4418 = 0.022 MILES
TOTAL LENGTH TIP PROJECT B-4418 = 0.152 MILES
Prepored In the Office of.
DIVISION OF HIGHWAYS
1000 Birch Ridjrs Dr., Ralrilh NC, 27610
2W STANDAW SPEWMMONS
RIGHT OF WAY DATE:
PROJECT EN( nOn
LETTING DATE:
PROJECT DESIGN ffNGVWM
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
Utility Permit Drawing
Sheet ( of
RECEIVED
i.
JAN 2 4 P12
i
DCM-MII3 CITY
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0�
NORre
e
rA fo
OF TNAMs
P.S

PROTECT REFERENCE NO. SHEET NO.
.10`✓ER LINE e-4418 4
_ —L— cu. -- INV SHEEP NO.
--Pl Sta 16+3670 ALE= 1 =1 OO' ROADWAY DESIGN HY MUCS
ENGINEER
Q - 9.40' 18.4' (RT J ENGINEER ENGINEER
D - 5'l231�w 20 (V - — _ — �9 INCOMPLE E PLANS
' ------ -- - - — - �— _
L 165b8' r r - ll T use POR rR AMUDInON
T 93.06' 15 --- til
-_CGNCRET
R 1/OODO' --- ---E�RUSrco> - - --- --- - - ---- P� PRELIMINARY PLANS
m� m EXISTING GROUND -
m NaT NL POR coNmurnox
10 - -- - p--�+—n--- -- - - -- - vROPDSEU-GROarvD -- PO --
5 - _.L Gn LE - ---- ---- - 1
0' ® DENOTES 3' EXCAVATION
-5---- ----- ` '' - — ---- -
IN WETLAND
-10 — — ° 3 =— - -- - DENOTES 3' TEMPORARY
15 OPEN CUT — m= — OPEN cur _ FILL IN WETLAND
DENOTES HAND CLEARING
-20 CONCRETE THRUST COLLAR o 1
--x--x-- = IRENCHLFSS I STALLATION PROPOSED a'_w TER LINE — _ DENOTES HAND CLEARING IN BZ2
— -25
Oj —_l~. _ -30- +-- -- DENOTES HAND CLEARING IN BZ1
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+02
GEORGE D. ROSS. JR. z -
e , PROP0. 8" WATER LINE /s« � AO=19 FT SD " , ; J ®DENOTES FILL IN WETLAND
x =0.0004 < 0.01 ACRES
� ,_" STA.12+79 t0 12+88-L-
r,i _ ,-„_ _ / iE� _ ,� HAND CLEARING IN WETLAND ,�
-L- POT Sta 10+00.00 x _ / r F\ _ _ F E As• 204 Fr s0 /
v
/ •' dASS II RIP RAP ST./CUIRS CMIRCH OF CRrlSi
OTRUCTURE PAY ItEA11 = 0.004 < 0.01 ACRES ^E ES P ii-
PC Sfo.15+43 P sTA.n+o1 To -e zza Iaa
(STRU �E IARITFA11 '� PROPOSED U/G + + w, 1 STA.17+fio -L- / ria ^t- °
x STA. 13 08 - I E%LAVATION IN WETLAND '0` '7"; 3F'
+ r TEL. LINE Fa 03 szz n s�
SEE DETAIL A t ,�° X42 PL 62
x R « . a v` Ji C•E z<° RECEIVED
D
x ri A4= 204 FT 30
+ x 0 0 <0 1 RES •
a=' x000 %En._ / I STA. 17+070
x—x x—x—x — `x�=•'c F`%c �' ♦ STA. 17+67 -L•
TEPP. FILL IN PIETLAND
JAN ��4 2012
#
/
T6 se .en — —
s vs ,e en tl
0 `` .. / •-���./\-;`°��.,q TT(i CITY
-
-
PVE \ PUE / '1 a RIP �!•J \ \ \ '° A - , / /\��
O ��uPP RAP STA. 1 a+15
STA. \ /
1 65• EP TAPEf I9 x •F 5 SQYDS. F.F. F �r
'F �•4i — w 15+07 ^..�
GEORGE 0. ROSS. JR. — _ • C„,1 'Z t STA. 17+67
DE ,J, Al=364 FT SO PROPOSED 0/H \�
` _ 5"DE = 08 < 0.01 ACRES VE 1
+ f
0.0
POWER LIIs •
J STA.13+36 TO ,P �,P , * SEE DETAIL
STA.13+85 -L-� s `"^ -L� PLti $f0.
BEGIN TIP PROJECT B-4418 ,�- HAND CLEARING IN BZ2 /
4 FT SO
s F \
L STA. 12 + 00.00
TYPICAL INSTALLION OF PROP. U/G TEL. LINES
THRU WETLANDS AND STREAM
f / • +' ,,pp 000009< 0.01 ACRES .F
STA.15+92 -L- F + CONCRETE THRUST COLLAR
CONCRETE THRUST ` F ERMANENT FILL
COLLAR + WETLAND 4 2 S�[A. 111+0 'RFACING
+. A3=5311 FT SO F I� -Cr•.pA: Sfo. 18+15.00.
x A2=561 FT SO 'P 0.12 ACRES + I t- \ •P"'
+ 0.013 ACRES STA.15+07 TO F I u
STA.13+70 TO + STA. 18+15 -L- �\ ,P� l 1 • -L- PT 510.20+42.58
F HANDTCLEARING IN BZ1 F HAND CLEARING IN WETLAND •KJ 1 \ \
END TIP PROJECT 8-4418
" k DETAIL A DETAIL -T. L- STA. 20+00.00
� f �
BORE PIT EXISTING GROUND STREAM EXISTING GROUND BORE PIT
SUBSURFACE
Pppp u'a <E 12 uj6 TE�
lFe pp0”
PROP. U/G TE .<"ePROP. U/G TEL. LINE
W VARIES 10' VARIES
_ _ 31 EXIST. GRADE
e- n i n la=nr.-'n- R -L L=775
87=�i1~ � 1fi=1�A=j1�~iHi '-! •tN7-�-i1I`}i�= .-
=Zit_.
5K aff-L"Ifi, PER-
`fill'R =il==�R=�1F^ =`�1
ea-xa.=�._na�sve=5m�!tn�6a�n�sm_.urt�neu�a�vw-

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Structure
Size / Type
Permanent Temp.
Fill in Fill In
Wetlands Wetlands
(ac) (ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
ac
an
Clearing
it
Wetl.3nds
(ac)
Permanent
SW
impacts
(ac)
Existing
Temp. Channel
SW Impacts
impacts Permanent
ac ft
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
Site
No.
Station
(From/To)
AO
12+79 to 12+88-L-
O/H Power Line
<0.01
A3
15+07 to 18+15 -L-
O/H Power Line
0.12
A4
17+01 to 17+67 -L-
water line by open & cut
<&01
A5
17+01 to 17+60-L-
water line by open & cut
<0.01
A6
15+92 -L-
Power Pole
<0.0 11
TOTALS:
0.00 0.00
0.00
0.00
1 0.12
0.00
0.00 0.00
0.00
0.00
RECOVER
Note: A6=4 ft sq=0.000009 ac perment impact in wetland from pole installation
JAN 2 4 2012
DCM-MHD CITY
Revised 3131105
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
TIP PROJECT (B-4418)
11/21/2011
__,,—m..—.J

W
O
N
00
N
N
See Sheet 1-A For Index of Sheets
See Sheet 1-B For ConventlOnGI Symbols
\`1 1732
1738
�... Ran J 14 e
�. Burbage
738 99 Crossroads
1 PROJECT 1132
99 99 I
1739 1783 � � 1737
772 \1732
306 1740
Res ,736
VICINITY MAP
DETOUR ROUTE
S'J[°A"1ClE OF NOffB'Il°II-3[ CAROLINA
DIVISION OF HIGHWAYS
BEA UFOR T COUNTY
LOCATION. BRIDGE NO. 54 OVER ST. CLAIR CREEK ON NC 99
TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE
Ful
BEGIN TIP PROJECT B-4418
-L- STA. 12 + 00.00
NC 99 -L-
s�
V "DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE OF 443'.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
�• • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
D
V
T
a
o-
m
Q
v
[0 �
- ;0
o �
�a�
_a ONSW
U
0"
0�
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
PROJECT LENGTH
ADT 2012 = 1,475
RIGHT OF WAY DATE:
SEPTEMBER 23, 2011
ADT 2032 = 2,200
LETTING DATE:
SEPTEMBER 18, 2012
DHV = 13%
1 1
D = 55%
LENGTH ROADWAY TIP PROJECT 8-4418 = 0.130 MILES
T = 11%
LENGTH STRUCTURE TIP PROJECT B-4418 = 0.022 MILES
" V = 60 MPH
BRSTP-0099 5 RW, UTIL.
• TTST = 4% DUAL = 7%
TOTAL LENGTH TIP PROJECT B-4418 = 0.152 MILES
FUNC CLASS =
MAJOR COLLECTOR
REGIONAL TIER IL
END TIP PROJECT B-4418
-L- STA. 20 + 00.00
Prepared /D the GIf/m Oft
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
2006 STANDARD SPECIFICA71oNS
GARY LOVERING, PE
RIGHT OF WAY DATE:
SEPTEMBER 23, 2011
PROJECT ENGINEER
RICK DECOLA, PE
LETTING DATE:
SEPTEMBER 18, 2012
PROJECT DESIGN ENGINEER
1 1
ern
rt�n
rnolecT woad Ma
�T 'm^c
Nn Rrmre
N.C•
B-4418
1 1
ern rwwn
r.,�wo�rs eov�nrw
38359.1.1
BRSTP-0099 5 PE
38359.2.1
BRSTP-0099 5 RW, UTIL.
ITYDRAULICS ENGINEER
P.E.
31GN1
ROADWAY DESIGN
ENGINEER
RECEIVED
JAIN 2 4 2012
DCM-MHD CITY
PRELIMINARY PLANS
0o Nm m roe c n&m ONi
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ro
s
Too*

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.
Elco
State Line
County Line
—•-• -
- —
Township Line
— - - —
Storm Sewer
s
City Line
O
Reservation Line
— — —
Property Line
Designated LPG Water Line (S.U.E.*) -
Existing Iron Pin.
b
Property Corner
—
Property MonumentE.
-6-
Parcel/Sequence Number
Designated LPG Telephone Conduit (S.U.E.*)-
Existing Fence Line
-XXX-
Proposed Woven Wire Fence
9
Proposed Chain Link Fence
a
Proposed Barbed Wire Fence
$
Existing Wetland Boundary
- - - -�- - - -
Proposed Wetland Boundary
�•
Existing Endangered Animal Boundary
�•
Existing Endangered Plant Boundary
^
Known Soil Contamination: Area or Site
— —
Potential Soil Contamination: Area or Site --
—%,
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U1G Tank Cap
O
Sign
o
Well
9
Small Mine
h�
Foundation
Area Outline
0
Cemetery
0
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
STATE OF NOIg'I[°1H CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
V
...
LY gOADS.-
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement—
Proposed Permanent Drainage Easement —
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
Csr iR,WSI'pglATr.M
O
�rosr rs
0
Wal
0
Ins
—E
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with O
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut - - - - - -
Pro osed Slo a Stakes Fill - - -- F - - -
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
0 Q 0 0
vi"sora
) colic .. (
c --
>---------C
Drainage Box: Catch Basin, DI or 1B
Elco
Paved Ditch Gutter
-----
Storm Sewer Manhole
OO
Storm Sewer
s
UTILITIES.-
O
POWER:
,k
Existing Power Pole
Designated LPG Water Line (S.U.E.*) -
Proposed Power Pole
b
Existing Joint Use Pole
4 -
Proposed Joint Use Pole
-6-
Power Manhole
Designated LPG Telephone Conduit (S.U.E.*)-
Power Line Tower
Recorded LPG Fiber Optics Cable
Power Transformer
8
U,G Power Cable Hand Hole
H -Frame Pole
Recorded UAG Power Line
Designated LPG Power Line (S.U.E.*)
p p
Proposed Curb Ramp cR TELEPHONE:
Existing Metal Guardrail
Proposed Guardrail
---- Existing Cable Guiderail "
—�s Proposed Cable Guiderail
" " "
BI 1
BI 2 Equality Symbol
Pavement Removal
VEGETATION. -
Single Tree Q
Single Shrub o
Hedge
Woods Line J ti`s
Existing Telephone Pole
-0-
Proposed Telephone Pole
-0-
Telephone Manhole
O
Telephone Booth
.0
Telephone Pedestal
O
Telephone Cell Tower
,k
LPG Telephone Cable Hand Hole
Designated LPG Water Line (S.U.E.*) -
Recorded LPG Telephone Cable
Above Ground Water Line
r c •.f
Designated LPG Telephone Cable (S.U.E.*) - -
- - -'- - - -
Recorded LPG Telephone Conduit
'°
Designated LPG Telephone Conduit (S.U.E.*)-
-
Recorded LPG Fiber Optics Cable
"°
Designated LPG Fiber Optics Cable (S.U.E.` - -
- - -''°- - -
WATER:
RECEIVED
Water Manhole
Ci
Water Meter
o
Water Valve
.0
Water Hydrant
-0
Recorded L14G Water Line
Utility Unknown LPG Line
*-
Designated LPG Water Line (S.U.E.*) -
- - -•-
Above Ground Water Line
r c •.f
TV:
RECEIVED
TV Satellite Dish
Ci
TV Pedestal
Utility Pole with Base
TV Tower
Utility Located Object
U'G TV Cable Hand Hole
Utility Traffic Signal Box
Recorded U4G TV Cable
Utility Unknown LPG Line
Designated LPG TV Cable (S.U.E.*)
"- - - -
Recorded U�G Fiber Optic Cable
°
Designated LPG Fiber Optic Cable (S.U.E.*J- - - - -'•'°- - -
GAS:
Gas Valve
0
Gas Meter
m
Recorded UG Gas Line
°
Designated LYG Gas Line (S.U.E.*)
----•----
Above Ground Gas Line
r/G Ga.
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout �+
LPG Sanitary Sewer Line .+
Above Ground Sanitary Sewer A/c ssiforr se—
Recorded SS Forced Main Line—
Designated
ine Designated SS Forced Main Line (S.U.E.*)
RECEIVED
MISCELLANEOUS:
Utility Pole 0
�� 2' 4 201
Utility Pole with Base
C]
Utility Located Object
p
Utility Traffic Signal Box
D CIT19
Utility Unknown LPG Line
LPG Tank; Water, Gas, Oil
O
Underground Storage Tank, Approx. Loc.
— CM
AIG Tank; Water, Gas, Oil
Geoenvironmental Boring
LPG Test Hole (S.U.E.*)
m
Abandoned According to Utility Records
— AATUR
End of Information
E.O.I.

_ D.via
SURVEY CONTROL SHEET B-4418
«oaa.a.a• BL PR POINT OESC. NORTH EAST ELEVATION L STATION OFFSET
GPs GPs I11111�
BN18-Y Bwa-I-------------------------------------------- -------------------------------- ---------------- ----------------
1 BL -1 623553.2970 2678528.4290 7.52 OUTSIDE PROJECT LIMITS
2 BL -2 624105.3640 2678910.1220 3.56 13.83.02 18.65 LT
_ BL -3 624465.2000 267920 4 .2100 2.93 18.44.88 16.48 LT
4 BL -4 624780.8380 2679727.3100 5.74 OUTSIDE PROJECT LIMITS
GPSI 84418-1 623214.3500 2679313.0850 6.37 OUTSIDE PROJECT LIMITS
GPS2 84418-2 622368.7140 2677722.9810 6.55 OUTSIDE PROJECT LIMITS
p '
jr 29y�
R..............
V O BMI ELEVATION • 3.13
8 R G N 623939 E 2678965 9O
L STgTION 12.75.00 120 RIGHT lS
R/R SPIKE SET IN 14' PINE
♦ raeM r.�4........................................
(NOT TO SCALE)
NCDOT BASELINE STA77ON 841"
l.vvl r�rn PROJECT COORDDYe m
N: 6735533970 E= 2678528.42%
-Tn BArH
NCDOT BASELINE STA770N 84-2'
►OC XZEO PROJECT COORDINATES
N- 62410536#011- 2678910.1220
--------------
J
LOCALIZED PROJECT COORDINATES
N= 623942.8566 E= 2678823.8977
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT 'GPS 84418-1'
VITH NAD 63/95 STATE PLANE GRID COORDINATES OF
NORTHING: 623214.3500(ft) EASTING: 2678313.0850(ft)
ELEVATION: 6.37(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999863540
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'GPS 84418-1' TO -L- STATION 12+00.00 IS
N 35.02'14.2' E 889.748(ftl
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
NCDOT BASELME STATION 843'
LOCA ZED PROJECT COORDINATES
N. 62N6.S2000 E� 2679204.2100
✓�
NCDOT BENCHMARK `RMI'
ELEVA770N= 333'
i s
,f f
is
STA. 18+1S.00 L- END TIP PROJECT B-4418
LOCALIZED PROJECT COORDINATES
N= 624433.0469 E= 2679192.1434
NOTE: DRAWING NOT TO SCALE
NOTES:
HIOIECT REFERENCE NO. SHEET NO.
8-4418 u
n
,RECEIVED
JAN 2 4 2012
DCM-MHD CITY
\\ \ NCDOT BASELM STATION BLS'
\� \� LO TES
N= � 80.8180 E- COORD 00
ti
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTPAWWW.NCDOT.ORGDO IIPRECONSTR UCTIHIGHWAYILOCATION/PROJECTI
THE FILES TO BE FOUND ARE AS FOLLOWS:
B4418 LS_CONTROL.TXT
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
® INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS)

COMPUTED BY: It SHI TIN AW DATE:O7,2i2JIJ
UNCL
EXCAV.
EMBANK
+30%
BORROW WASTE
-4r 12+00.00 TO 13+83.06 (BEG BRIDGE)
22
289
267
SUBTOTAL
22
289
267
PROJECT REFERENCE NO. SHEET NO.
CHECKED ITY: DATE'
STATE OF NORTH CAROLINA
4.00
-L- 15+00,94 (END BRIDGE) TO 18+15.00
44
503
459
SUBTOTAL
44
503
459
B- I 3-A
DIVISION OF HIGHWAYS
9
61
52
SUBTOTAL
9
61
52
SAY:
1,225
PROJECT TOTAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project
construction stakeout.
778
EST. 5% TO REPLACE TOP SOIL ON
BORROW PIT
39
GRAND TOTAL
75
853
B17
SAY
80
See "Standard Specifications For Roads and Structures, Section 300-5•.
SUB REGIONAL & REGIONAL
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48"
& UNDER)
ENDWALLSO
J
V m
-
-
cCZZ,.T 0
Z
6
ABBREVIATIONS
STATION
Z
DRAINAGE PIPE
R.C. PIE
ILC. ME
Z
n
Z
N
STD. 838.01,
JOY J :1
Z E
-:
?
(RCF, CSP, UAP, HDPE, or PVC(
C5. PIPE
(CLASS 111)
(CLASS M
STD. B]8.17
O
O N
V
n
!
C.B. CATCH BASIN
0
o
OR
STD. $38.80
O +
O ZZ
FRAME, GRATES
AND HOOD
6
N.D.I. NARROW DROP INLET
Z
Z
G
G
(UNLESS
?<
STANDARD 840.03
4
m
e
D.I. DROP INLET
O
<
<
'4
rL
'4
rZ
OTHERWISE) NOTED
a
c
d
O
+jn
V
G.D.I. GRATED DROP INLET
UN.
zO
F
FF
O
.�
O
Z
G.D.I. (N.S.) GRATED DROP INLET
SLOT)
F
rJ•
C,
u
V
_
.�_
p
r"
2
s
u
:e
s
(NARROW
1.8. JUNCTION BOX
SIZE S
0
12' 15' 18' 24' 30' 36' 42' 48'
` S7
.,
12' 15• 18' 24' 36' 42' 48'
15' 18' 24' 30' 36' 42' 48'
12' 15' 18' 24' 30'
36' 42' 48•
s
�,
6
CU. YDS.
V
MANHOLE
lj
O
.Ve u U
"�
c
.
O
O
xkk
FC
o
Wii
u
s
=
M.M.
W W
W
u
u
u
Z
Z
O
o
3
3
W
T,1 -DL, TRAFFIC BEARING DROP INLET
THKKNESS
? j '
j
_
V
m
T.B.I.B. TRAFFIC BEARING JUNCTION BO
OR GAUGE
f
0 O
O O O
O
a
L
=
s
x
O
TYPE OF GRATE
vi
'^
Z
U
.!
O
S
Z Z Z
Z
o o o
V
Ll
V
N
N
U "
U
Za
<
x
Z
Z
8 8 8
p
m
3
O
o
o
8
O
O
c
E F G
i
>
0
u
0
u
>
I REMARKS
15+27 RT.
0401
4,71
1.96
1
SEE STO. 846.04RT.
[-L-STA
0401 040
1.96
1.62
68
STA 15+95 RT.
0102
3.91
1.62
1
1
1
SEE STD. 846.04
RT.
0402 0403
1.62
"1
20
PROJECT TOTALS
88
Z
2
2
•N' - DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL
TOTAL SHOULDER WIDTH - DISTANCE FROM EDGE OF TRAVEL LANE TO SMOULDER BREAK POINT.
FLARE LENGTH - DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAa TO END OF GUARDRAIL
W - TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
G - GATING IMPACT ATTENUATOR TYPE 350
GUARDRAIL SUMMARY
NG - NON -GATING IMPACT ATTENUATOR TYPE 350
LENGTH
WARRANT POINT 'N' FLARE LENGTH W
ANCHORS
IMPACT
REMOVE
SURVEY
BEG. STA END STA LOCATION
TOTAL
SHOUL.
ATTENUATORTY
SINGLE REMOVE
A14D
UNE SHOP DOUBLE
STRAIGHT
FROM
APPROACH TRAILING WIDTH APPROACH TRNUNG -ROACH TRAILING XI
GRAU
E350
FA ED EXISTING
GUARDRAIL GUARDRAIL
STOCKPILE
EXISTING
REMARI(5
CURVED FACED
E.O.L.
END END END END END ENO MOD
111
TL -2 X111 UT -1
&C AT -1
GUARDRAIL
330
MOD
M G
NG
-L- 12+29.64 13+73.39 LEFT 143.75
13+73.39 6.25' 9.25' 75.00' 1.50'
1 1
-L- 12+48.98 13+92.73 RIGHT 143.75
13+92.73 6.25' 9.25' 75.00' 1.50'
1 1
-L- 14+91.27 17+97.52 LEFT 306.25
14+91.27 8,00' 11.00' 162.50' 3.25'
1 1
-L- 15+10.61 16+51.]6 RIGHT 143.75
15+10.61 6.25' 9.25' 7.'i.00' 1.50'
1 1
PROJECT TOTAL 737.50
LESS ANCHOR DEDUCTION
4 GUU-350 9 50.00' - -200,00'
4 TYPE III @ 18.75' --75.DO'
Toru462.50'
SAY 475'
ADDITIONAL GUARDRAIL POST - 5
SUMMARY OF EARTHWORK SUMMARY OF HYDRAULIC PAVEMENT REMOVAL
IN CUBIC YARDS RIP RAP & DDE QUANTITIES SUMMARY PARCEL INDEX
LOCATION
UNCL
EXCAV.
EMBANK
+30%
BORROW WASTE
-4r 12+00.00 TO 13+83.06 (BEG BRIDGE)
22
289
267
SUBTOTAL
22
289
267
18+15.00
CL
743.11
4.00
-L- 15+00,94 (END BRIDGE) TO 18+15.00
44
503
459
SUBTOTAL
44
503
459
-L- 1B+15.00 TO 20+00,00
9
61
52
SUBTOTAL
9
61
52
SAY:
1,225
PROJECT TOTAL
75
853
778
EST. 5% TO REPLACE TOP SOIL ON
BORROW PIT
39
GRAND TOTAL
75
853
B17
SAY
80
830
®mmwooa Nmmm
�
---.---
----w---
®_ ---MH--
i____---- ---
ABBREVATIONS
CY CUBIC YARD
DDE DRAINAGE DITCH EXCAVATION
FF HLTER FABRIC
ILK RIP RAP
SY SQUARE YARD
UNDERCUT (PER GEOTECH RECS.) - 1200 CY Earthwork quantities are calculated by the Roadway Design Unit.
These earthwork quantities are based In part on subsurface data
provided by the Geotechnical Engineering Unit.
Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation,
Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will
be paid for at the contract lump sum price for 'Grading."
SURVEY
UNE
STATION
STATION
LOCATION
LVRVCL
YD
-L-
12+00.00
14+05.58
CL
476.74
1-
14+73.77
18+15.00
CL
743.11
4.00
L (RT.)
15+2115
16+00.00
78.55
TOTAL
90.55
TOTAL:
1,219.85
SAY
95
SAY:
1,225
SHOULDER BERM
GUTTER SUMMARY
SURVEY
UNE
STATION
STATION
LENGTH
LF
-I- (LT.)
13+57.55
13+61.55
4.00
-L- (RT.)
13+76.89
13+80.89
4.00
-1- (LT.)
15+02.11
15+06.11
4.00
L (RT.)
15+2115
16+00.00
78.55
TOTAL
90.55
SAY
95
PARCEL
R
PROPERLY OWNERS NAME
PLAN
SHEET
1
GEORGE D. ROSS, JR
4
2
GEORGE D. ROSS, JR
4
RECEIVED
JAN 2 4 2012
DCM-MMD CITY

In
0 •
GEORGE IL RDSS. JL
0 Toy PO S6
PC E SERE e
LLB
-L- CURVE DATA "DESIGN EXCEPTION REQUIRED FOR HORIZONTAL
-P Sto 16+ molar, n St M+8726 STOPPING SIGHT DISTANCE OF 443'.
D-512'31.3' D -546'3W
T -193,W T - 1
R - lJ0aW R - 992Jr
� O
Q h GEORGE D. ROSS. JL
,R ,«
00
TOT PC ST
0 761 PO 06
\ 'F •R .K V.
Q Q
Lx
N 3171'21• E N 7111'27' E
N 7111.27' EE
/
STwUAIRS CHLOICH OF CHRIST
/ O6 66 PG S/_
/ p6 I��16ya 77
ainPCSaB
/ lo
0 ow PC a
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TO SR 1873 II
_-_ T -t- - - - _ - _ - -Tr- - _
OEORm 0. R S. JL
MW Po SS
PC E SLG[ 4
BEGIN TIP PROJECT B-4418
-I- STA. 12 + 00.00
F
xt
It
\t G i
/
i s CEASS 11 RIP RAP
t .F ISTRUCTURE Nib' RHIQ
N
IU RAP ITEM) x k �1 ,k - - PC SW5+43 It . 2
IsTRU RE PA
E�ppp �
10,
+ )
IB' PVC FENCE . F VI I a15
X
RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT
BEGIN TAPER B RIDGE EN PROACM SLAD END TAPER
-l- STA 12+ .00 k STA 13+83.06 STA 15+11.78 -L- STA 16+21.86
1'
22.6:1 'Al. TYPEIII% 25:1 TAPER
s
2 :1 APER
TYPE% .i TYPE -I% 25:1 TAPER
END SSG
BEGIN TAPER
4-1 + 0.00
r STA. 12+58.11 BEGIN APPROACH SLABEND BRIDGE
-Ir STA 13+71.22 -1,- A +00.91
550M
TI 10 '1: F,
^II
" \ PUE / ` Put P PNE x PUE
1 TON RIP RAP
5 S68YDS. F.F.
_ i�
STA 17+51.0.0
7
••
it ��� �' -L.I PCC SIO. f Lis I
�. « �p I F
CIO
P r a \ or °
k VI \t 75 1
`0
IF������:
" #
-1 -' END
rq'�
�P�
CROSS SECTIONS fOR LT
SHOULDER TRANSITIONS
THE RESURFACING AND
ENING AREA (TYPICAL NO. 21
L
110.68'161416'
* 96,92•
N 3171'21• E N 7111'27' E
N 7111.27' EE
/
STwUAIRS CHLOICH OF CHRIST
/ O6 66 PG S/_
/ p6 I��16ya 77
ainPCSaB
/ lo
0 ow PC a
o m / It M2 s -t
�\
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(1pS, "I �
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F \ ell
•k\\\•
.l °Sr
6P
-L- PT SIM 20442.58
17 Vn T1P PRnflq T R.ddI.Q
-I- STA. 20 + 00.00
2 \ \ RECEIVED
0 \ C
GEORGE o. ROSS. R �7jV"f� F
M TO} PC 57 '�!o
0 m P 4"
\ JAN 24 2012
^I^'A- ;TY
FOR -L- PROFILE, SEE SHEET 5
® BRIDGE APPROACH SLAB
FOR STRUCTURE PLANS, SEE SHEETS S -i THRU S-22

....................0..1'..............■
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SHEET NO.
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RECEIVED
JAN 24 ?01?
TIM
--
',
1
CERTIFIED ILT,, RECEIPT
ru M
.. • .-
For delivery information visit our website at
,
M
ru
M
Postage
$
Cr-
Certified Fee
O
Postmark
0
Return Receipt Fee
Here
M
(Endorsement Required)
O
Restricted Delivery Fee
0
(Endorsement Required)
CO
TotalP George D. Ross, Jr.
ru
Sent To 10134 HWY NC 99 South
0
Bath, NC 27808
CD
fti
or PO 8(
City Sta
PS Form :002006
••-•-
RECEIVED
JAN 24 ?01?