20060279 Ver 1_Complete File_20060404

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April 4, 2006 ?RBR4iy
Lenoir County
DWQ.Project No. 20060279
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE RIVER BUFFER RULES with ADDITIONAL
CONDITIONS
Mr. C.E. Lassiter, Jr., P.E.
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
Dear Mr. Lassiter:
You have our approval, in accordance with the attached conditions and those listed below, for the following impacts:
Wetlands Buffer Zone 1 Buffer Zone 2 Streams
Site Number (MechanizedClearing) (square ft) (square ft) (linear ft)
acres
Lenoir 6 0.14 2388 1299 14' (bridge bents)
Net Total for 3687 (0.085 acres)
0 1
Buffer Impacts
The project shall be constructed in accordance with your application dated received February 17, 2006 for the purpose of
replacing Bridge 6 over Stonyton Creek on SR 1004 (Hugo Rd) in Lenoir County. After reviewing your application, we have
decided that these impacts are covered by General Water Quality Certification Number 3494. This certification corresponds
to the Nationwide Permit 3 issued by the Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules
(15A NCAC 2B .0233). 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 issued by the US Army Corps of Engineers (this
supercedes Condition 13 of General Certification 3494 issued on December 31, 2004).
This approval is valid solely for the purpose and design described in your application (unless 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 total impacts to streams or buffers (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.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion Form"
to notify DWQ when all work included in the 401 Certification has been completed. The responsible party shall
complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon completion of
the project.
2.) 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.
3.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
N. C. Division of Water Quality 943 Washington Square Mail Washington, N.C. 27889 Telephone [phone]
FAX [phone]
An Equal GppQrtunity/Affirmative Action Employer- 50% Recydedl10% Post Consumer Paper
NorthCarolina
Naturally
4.) All work shall be performed during low or normal'flow conditions.
5.) The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization
shall be clearly marked by highly visible fencing prior to anydand disturbing activities. Impacts to areas within the
fencing are prohibited unless otherwise authorized by this.certification.
6.) Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
7.) There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this permit
without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or stream,
compensatory mitigation will be required since it is a direct impact from road construction activities.
8.) All stormwater runoff shall be directed to sheetflow through stream buffers at nonerosive velocities, unless approved
otherwise by this certification.
9.) 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.
10.) The dimension, pattern and profile of the stream above and below the crossing should not be modified by widening the
stream channel or reducing the depth of the stream. Disturbed floodplains and streams should be restored to natural
geomorphic conditions.
11.) Any riprap used must not interfere with 'thalweg performance and aquatic life passage during low flow conditions.
12.) Pursuant to NCACI5A 2B .0233 (6), sediment and erosion control devices shall not be placed in Zone 1 of any Neuse
River Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment and ernsir,
control devices in-Zone 1, outside of the approved project impacts, anywhere on-this project. -Mortever, s4mm t: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.
13.) Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation, 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.
14.) Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation
and reduce the likelihood of introducing other pollutants into the stream.
15.) No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened
16.) The presence of equipment in. the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate vicinity
of the culverts.
17.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1.
18.) All protected riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the
preconstruction contours and revegetated with native woody species upon completion of the project construction. A
post-construction as-built with the restoration activities included shall be submitted to the DWQ no later than 60 days
after the project is closed out by the Department of Transportation.
19.) The post-construction removal of any temporary bridge structures will need to return the project site to its
preconstruction contours and elevations. The revegetation of the impacted areas with appropriate native species is
required.
20.) If the old bridge is removed, no discharge of bridge material into surface waters is preferred. Strict adherence to the
Corps of Engineers guidelines for bridge demolition will be a condition of the 401 Water Quality Certification.
21.) A copy of this Water Quality Certification shall be posted on 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.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447.
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].
Sincer y,
for Alan W. Klimek, P. .
Attachment
cc: Wilmington District Corps of Engineers
Mr. William Wescott, US Army Corps of Engineers, Washington Field Office
Mr. Jay Johnson, Division 2 Environmental Officer, NCDOT
Mr. Rob Ridings, NCDWQ, Wetlands/401 Unit
Central Files
File Copy
WQC #3494
This General Certification 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 15 NCAC 2H, Section .0500 and 15 NCAC 213 .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 26.0200. This Certification replaces
Water Quality Certification Number 3376 issued on March 18, 2002. This WQC 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.
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.
Conditions of Certification:
1. These activities do not require written concurrence from the Division of Water Quality as
long as they comply with all conditions of this General Certification. If any condition in this
Certification cannot be met, application to and written concurrence from DWQ are
required. Also, Condition No. 8 is applicable to all streams in basins with riparian area
protection rules;
2. If the activity is associated with or in response to a Notice of Violation or an enforcement
action initiated by DWQ or the Division of Land Resources, this General Certification
requires application to and prior written concurrence from the Division of Water Quality;
3. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation- and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
4. All sediment and erosion control measures placed in wetlands or waters shall be removed
and the natural grade restored within two months after the Division of Land Resources
has released the project;
5. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
WQC #3494
6. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
7. Access roads constructed for any of these permits shall be constructed so as to
minimize wetland fill as much as is practicable and shall be restored to grade
immediately after the project is completed. The site shall be re-vegetated with native
species which shall be in place within three months following construction or before
initiation of the next growing.season;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
9. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Riparian Area Protection Rules [Buffer Ryles] in
effect at the time of application) requires written concurrence from DWQ in accordance
with 1.5A NCAC 213.0200. Activities listed as "exempts from these rules do not need to
apply for written concurrence under this Certification. New development activities located
in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within
the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within and
constructed in accordance with 15A NCAC 2B..0200. All new development 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;
10. Placement of culverts and other structures in waters, streams and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts and other structures including 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. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. 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. If more than 150 linear feet of additional stream is
filled, culverted, rip-rapped,. relocated, excavated or dredged as a result of this permit,
then an application to DWQ is needed and compensatory mitigation may be required;
11. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
12. 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.
13. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of these corresponding Nationwide and Regional General Permits,
whichever is sooner;
WQC #3494
14. Projects with any impacts to streams, wetlands, and/or waters that have received a Notice
of Violation from the Division of Land Resources and/or the Division of Water Quality are
required to submit a complete application and receive written concurrence to use this
Certification regardless of the proposed impact amount to streams, wetlands, and waters.
15. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
16. 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. 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. 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. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
e. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
17. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notification. 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.
18. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources or locally delegated
program has released the project.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall
result in revocation of this 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
WQC #3494
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: 31 December 2004
DIVISION OF WATER QUALITY
By
WQC #.3494
Alan W. Klimek, P.E.
Director
4

WAT Michael F. Easley, Governor
?F
F9
O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
r Alan W. Klimek, P.E. Director
j Division of Water Quality

O '<
DWQ Project No.:
Applicant:
Project Name: _
Date of Issuance of 401 Water Quality Certification:
County:
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/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. 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
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:
Agent's Certification
Date:
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:
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.
Nose Carolina
Transportation Permitting Unit tura!!r?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet http://h2o.enr. state. nc. us/ncvvetla nds
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
- 4,
060279
Bridge: Lenoir # 6
All Planning documents have been completed including the Programmatic Categorical Exclusion Form
Regulatory Authorization Options for this Activity
Federal: Section 404(F)(1)(b) Exempt Activities-Maintenance of Transportation Structures.
State: Activities Deemed to Comply with Water Quality Standards.
Local: None
Or
Federal: USACE Nationwide General Permit 3 - Maintenance F EB 17 2006
State: General Water Quality Certification #3494
Local: None DENR. WAI ER QUALITY
WETLANDS AND sTORMWATER BRANCH
Project Description
Replace existing 52'-4" long by 24' (clear roadway) wide concrete deck bridge with timber joists, timber
caps, timber piles, and timber crutch bents with a 21" concrete cored slab bridge that is proposed to be 92'-
3" long by 33' (clear roadway) wide and supported by reinforced concrete on steel piles. Age of the bridge
and safety inspection reports dictate the need for replacement of this bridge. There will be no impacts to
jurisdictional waters and wetlands during bridge construction and guardrail installation. The longer bridge
will result in approximately 789 square feet of excavated roadway fill beneath the new structure. This
project does involve Section 10 (Rivers and Harbors Act) navigable waters. This project does not require
the completion of a formal PCN but notification to the Corps is being provided to be included in their
database. This conveyance is shown on the Kinston USGS Quad Map and Sheet Number 6 of the Soil
Survey of Lenoir County. The channel is 45 feet wide from bank top to bank top and drains a
woodland/agricultural area. No federally protected species or historic resources are immediately adjacent
to this location.
In order to ensure compliance with best management practices, all attached General and Regional
Conditions associated with Nationwide Permit 3 and Water Quality Certification #3494 must be followed.
Keep demolition and construction debris out of the stream. Riprap will not be placed below the
plane of ordinary high water for stabilization. Excavation should be confined to the right of way,
and limited to the minimum amount required to excavate in high ground for the construction of the
new bridge. All excavated material should be removed from the site, placed on existing spoil piles, or
disposed of in farm fields.
All Erosion and Sedimentation measures and Maintenance Best Management Practices should be
implemented. I am forwarding a copy to Mr. Andy Blankenship in Roadside Environmental for his perusal
in E&S inspections. The project supervisor should always have this permit package, including the attached
General and Regional Conditions associated with the Nationwide Permit 3 and Water Quality Certification
#3494 on site during the bridge replacement. The project supervisor should notify me immediately if any
questions or concerns should arise before and during construction.
Jay B. Johnson
Division 2 Environmental Officer
[phone]

WQC #3494
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
NATIONWIDE PERMIT NUMBERS 3 (MAINTENANCE),
4 (FISH AND WILDLIFE HARVESTING DEVICES AND ACTIVITIES),
5 (SCIENTIFIC MEASUREMENT DEVICES), 6 (SURVEY ACTIVITIES),
7 (OUTFALL STRUCTURES), 19 (25 CUBIC YARDS OF FILL), 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 SITESI), REGIONAL PERMIT 197800056
(PIERS, DOCKS AND BOATHOUSES) AND REGIONAL PERMIT 197800125 (BOAT RAMPS)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification 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 15 NCAC 2H, Section .0500 and 15 NCAC 26 .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 213 .0200. This Certification replaces
Water Quality Certification Number 3376 issued on March 18, 2002. This WQC 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.
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.
Conditions of Certification:
These activities do not require written concurrence from the Division of Water Quality as
long as they comply with all conditions of this General Certification. If any condition in this
Certification cannot be met, application to and written concurrence from DWQ are
required. Also, Condition No. 8 is applicable to all streams in basins with riparian area
protection rules;
2. If the activity is associated with or in response to a Notice of Violation or an enforcement
action initiated by DWQ or the Division of Land Resources, this General Certification
requires application to and prior written concurrence from the Division of Water Quality;
3. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
4. All sediment and erosion control measures placed in wetlands or waters shall be removed
and the natural grade restored within two months after the Division of Land Resources
has released the project;
5. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
WQC #3494
6. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
7. Access roads constructed for any of these permits shall be constructed so as to
minimize wetland fill as much as is practicable and shall be restored to grade
immediately after the project is completed. The site shall be re-vegetated with native
species which shall be in place within three months following construction or before
initiation of the next growing season;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
9. Impacts to any stream length in the Neuse,_Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Riparian Area Protection Rules [Buffer Rules] in
effect at the time of application) requires written concurrence from DWQ in accordance
with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not need to
apply for written concurrence under this Certification. New development activities located
in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within
the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within and
constructed in accordance with 15A NCAC 2B .0200. All new development 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;
10. Placement of culverts and other structures in waters, streams and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts and other structures including 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. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. 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. If more than 150 linear feet of additional stream is
filled, culverted, rip-rapped, relocated, excavated or dredged as a result of this permit,
then an application to DWQ is needed and compensatory mitigation may be required;
11. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
12. 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.
13. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of these corresponding Nationwide and Regional General Permits,
whichever is sooner;
--------------------------------
9003
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Bridge MaintenanceMridge #6 (B-4173) Date: 4128/04
Applicant/Owner: NCDOT County: Lenoir
Investigator. Charlie Musser, RLA State: NC
Do Normal Circumstances exist on the site? ® Yes ? No Community ID:
Is the site significantly disturbed (Atypical Situation)? ? Yes ® No Transit ID:
Is the area a potential Problem Area? ? Yes ® No Plot ID: Point-1 (Non-
(If needed, explain on reverse.) wetland)
VEGETATION
Dominant Plant Sttecies Stratum Indicator Dominant Plant Soecies Stratum Indicator
1. Acerrubrvm Tree-30% FAC 9. Toxicodendron radicans Vine/herb -
FAC
30%
2. Liriodendron tulipifera "-30% FAC 10. Vids rotundifolia "- 20% FAC
3. Liquidambar styraciflua " - 30% FAC+ 11. Leucothoe axillaris 11-10% FACW
4. Acer rubrum Sapling -
40%
FAC
12.
Smilax laurifolia
" - 20%
FACW+
5. Liriodendron tulipifera " - 20% FAC 13. Rubus betulifolius 11-10% FAC
6. Populus deltoides " - 20% FAC+ 14. Lonicera japonica " - 10% FAC-
T. Ligustrum sinense Shrub - FAC
15
50% .
8. Arundinaria gigantea
0
"-3001
FACW
16.
Percent of dominant species that are OBL, FACW or FAC
(excluding FAC-). 50% +
Remarks: Hydrophytic vegetation present.
HYDROLOGY
? Recorded Data (Describe in Remarks) Wetland Hydrology Indicators:
? Stream, Lake or Tide Gauge Primary Indicators:
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
® No recorded Data Available ? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water. NA (in.) Secondary Indicators: (2 or more required)
? Oxidized Root Channels in Upper 12 Inches
Depth of Free Water in Pit: 15+ (in.) ? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: i§-+ (in.) ? FAC Neutral Test
? Other (explain in remarks)
Remarks: Wetland hydrology indicators not present.
L\Documents\Forms\Wetland Determination Form
SOILS
Map Unit Name
(Series and Phase): Norfolk loamy sand variant
Taxonomy (Subgroup): Typic Paleuduits
Profile Description
Depth Matrix Colon Mottle Colors
I-0
- 0 NA
- 6
0-6 A I OYR 5/1
6-12 E I OYR 5/4
12 - 15+ 81 l OYR 514
Hydric Soil Indicators:
? HistosoI
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
? Reducing Conditions
? Gleyed or Low-Chroma Colors
Remarks: Hydric soil indicators not present.
WETLAND DETERMINATION
Drainage Class: WD
Field Observations
Confirm Mapped Type?
Mottle
NA NA Litter
NA NA LS
I0YR 613 few/distinct LS
I OYR 513, 6/3, 6/2 commori/distinct, SL
few/faint, few/distinct
® Yes ? No
? Concretions
? High Organic Content in Surface Layer in Sandy Soil
? Organic Streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
Hydrophytic Vegetation Present? ® Yes ? No
Wetland Hydrology Present? ? Yes ® No Is this Sampling Point within a Wetland?
Hydric Soils Present? ? Yes ® No ? Yes ® No
Remarks: The center of this data point sample is located approximately 15 feet S (upgradient) of the wetland delineation flag labeled "L".
L:\Documents\Forms\Wedand Determ,-,; .. c...,...
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Bridge Maintenance/Bridge #6 (B-4173) Date:
Applicant/Owner. NCDOT
Investigator. Charlie Musser, RLA
Do Normal Circumstances exist on the site? ® Yes ? No
Is the site significantly disturbed (Atypical Situation)? ? Yes ® No
Is the area a potential Problem Area? ? Yes ® No
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera Tree-20% FAC
2. Liquidambar styraciflua "-20% FAC+
3. Fraxinus pennsylvanica " - 20% FAC W
4. Acer rubrum 11-30% FAC
5. Ulmusamericana Sapling-
FACW
20%
6. Acer rubrum "-20% FAC
7. Carpinus caroliniana " - 20% FAC
8. Ligustrum sinense Shrub -
FAC
40%
Percent of dominant species that are OBL, FACW or FAC
(excluding FAC-).
Remarks: Hydrophytic vegetation present.
County:
State:
Community ID:
Transit ID:
Plot ID:
4/28/04
Lenoir
NC
Point-2 (Wetland)
Dominant Plant Species Stratum Indicator
9. Arundinaria gigantea " - 20% FAC W
10. Quercusnigra 11-10% FACW
11. Toxicodendron radicans Vine/herb -
FAC
30%
12. Vitisrotundifolia "-10% FAC
13. Smilax laurifolia "-20% FACW+
14. Leucothoe axillaris "-10% FACW
15. Rubus betulifolius " - 10% FAC
16. Impatiens capensis " - 10% FACW
50°2•±
HYDROLOGY
? Recorded Data (Describe in Remarks) Wetland Hydrology Indicators:
? Stream, Lake or Tide Gauge Primary Indicators:
? Aerial Photographs
? Inundated
? Other ® Saturated in Upper 12 Inches
® No recorded Data Available
® Water Marks
® Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water. NA* (in.) Secondary Indicators: (2 or more required)
? Oxidized Root Channels in Upper 12 Inches
Depth of Free Water in Pit. 6 (in.) ® Water-Stained Leaves
® Local Soil Survey Data
Depth to Saturated Soil: (in.) ? FAC Neutral Test
? Other (explain in remarks)

Remarks: Wetland hydrology indicators are present. *Many adjacent wetland areas are inundated +/-1-foot deep.
L:\Documents\Forms\Wetland Determination Form
SOILS
Map Unit Name
(Series and Phase): Bibb sandy loam variant Drainage Class: PD

Taxonomy (Subgroup): Typic Fluvaquents Field Observations
Confirm Mapped Type? ® Yes ? No
Profile Description:
Depth Matrix Colors
(inches) Horizon Munsell Moist) Mottle Colors
Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions, Structure, ets.
1-0 0 NA NA NA Litter
0-8 A I OYR 311 NA NA SL, few fine sand grains
8 - 15+ Cgl iOYR 4/2 IOYR 4/1, 4/3 common/distinct, SL
few/distinct

Hydric Soil Indicators:
? Histosol
? Concretions
? Histic Epipedon
? Sulfidic Odor ? High Organic Content in Surface Layer in Sandy Soil
? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ® Listed on Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soil indicators aret present.
WETLAND DETERNHNATION
Hydrophytic Vegetation Present? ® Yes ? No
Wetland Hydrology Present? ® Yes ? No . Is this Sampling Point within a Wetland?
Hydric Soils Present? ® Yes ? No ® Yes ? No
Remarks: The center of this data point sample is located approximately 15 feet N (downgradient) of the wetland delineation flag labeled "L".
L:\Documents\FormslWetland Determination Form
LEGEND
---WLB WETLAND BOUNDARY
WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
® DENOTES HAND
CLEARING
• DENOTES MECHANIZED
• s ? a
CLEARING
- o - , FLOW DIRECTION
TB
TOP OF BANK
- -- WE EDGE OF WATER
- - C - - PROP. LIMIT OF CUT
- - F- - PROP. LIMIT OF FILL
PROP. RIGHT OF WAY
- - NG - - NATURAL GROUND
- - - - PROPERTY LINE
-TOE- TEMP. DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
- EAB- - EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB - - EXIST. ENDANGERED
PLANT BOUNDARY
- - 0 - - - • WATER SURFACE
X XX LIVE STAKES
X X X X
O BOULDER
--- CORE FIBER ROLLS

PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
W SINGLE TREE
WOODS LINE

5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
® PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
X GRASS SWALE
Fm DENOTES IMPACTS TO
BUFFER ZONE I
® DENOTES IMPACTS TO
BUFFER ZONE 2
DRAINAGE INLET
ROOTWAD
RIP RAP
DENOTES AREA TO BE EXCAVATED
NCD O1L
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT. B-4024
WBS ELEMENT 333921
REPLACE BRIDGE #136
ON SR 1626 OVER
BEECH STUMP CANAL
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BL rE8 ? ? 2006
enoir # 6
All Planning documents have been completed including the Programmatic Categorical Exclus
Regulatory Authorization Options for this Activ'
ity
r0 ?>
Federal: Section 404(F)(1)(b) Exempt Activities-Maintenance of Transportation Structures.
State: Activities Deemed to Comply with Water Quality Standards.
'??? 1
Local: None
rr'p9i?c?
Or
Federal: US ACE Nationwide General Permit 3 - Maintenance
State: General Water Quality Certification #3376
7 7
Local: None n (-` r. r)
Project Description
Replace existing 52'-4" long by 24' (clear roadway) wide concrete deck bridge with timber joists. timber
caps, timber piles, and timber crutch bents with a 21" concrete cored slab bridge that is proposed to be 92'-
3" long by 33' (clear roadway) wide and supported by reinforced concrete on steel piles. Age of the bridge
and safety inspection reports dictate the need for replacement of this bridge. There will be no impacts to
jurisdictional waters and wetlands during bridge construction and guardrail installation. The longer bridge
will result in approximately 789 square feet of excavated roadway fill beneath the new structure. This
project does involve Section 10 (Rivers and Harbors Act) navigable waters. This project does not require
the completion of a formal PCN but notification to the Corps is being provided to be included in their
database. This conveyance is shown on the Kinston USGS Quad Map and Sheet Number 6 of the Soil
Survey of Lenoir County. The channel is 45 feet wide from bank top to bank top and drains a
woodland/agricultural area. No federally protected species or historic resources are immediately adjacent
to this location.
In order to ensure compliance with best management practices. all attached General and Regional
Conditions associated with Nationwide Permit 3 and Water Quality Certification =3376 must be folio,. ed.
Keep demolition and construction debris out of the stream. Riprap'will not be placed below the
plane of ordinary high water for stabilization. Excavation should be confined to the right of way,
and limited to the minimum amount required to excavate in high ground for the construction of the
new bridge. All excavated material should be removed from the site, placed on existing spoil piles, or
disposed of in farm fields.
All Erosion and Sedimentation measures and Maintenance Best Management Practices should be
implemented. I am forwarding a copy to Mr. Andy Blankenship in Roadside Environmental for his perusal
in E&S inspections. The project supervisor should always have this permit package. including the attached
General and Regional Conditions associated with the Nationwide Permit 3 and Water Quality Certification
#3376 on site during the bridge replacement. The project supervisor should notify me immediately if any
questions or concerns should arise before and during construction.
Jay B. Johnson
Division 2 Environmental Officer
[phone]
l , _7
-----------------------------------

SITE
LENOIR COUNTY

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIvW-_'`_'S
L ;NOIR C3U-NTY
B-4175 B
ON SR 1004
BETWEEN SR SR 1751 -ND SR 1705
SHEET OF - 1 r 5 / 06
I I
r R
31 t1Z5
KINSTON USGS QUAD MAP'
?' • ?-ir.Fy??" ??.? ...?.?.. ..__ is -? _ - _ _? _.__
Cem
_ B-4173
` 1 .
W*E
PROJECT
S }p ,
jJ? 2? ti4 r_ ?r
21.(17! --s • • ?e ?.
•i 1kA'- - '; 20 yam- r f}?? ??„?"??_
0 950 1,900 3,800 5,700 7,600
:-eet `_

A a %
o-„c 5lATpo
?' a+w woo''
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
DIVISION OF HIGHWAYS
LYNDO TIPPETT
GOVERNOR
MEMO TO: Mr. Rob Ridings
Division of Water Quality
February 3, 2006
SECRETARY
-. F E? 1 7 2006
??c AP1D S"IORM`?JATER6RFW?H
?ti.A'Iv"
FROM: Mike Sutton,PLS,LG
Environmental Specialist, Division 2
County: Lenoir County
20060 279
SUBJECT: Nationwide # 3 permit plan for Lenoir 6, SR 1004, Hugo Road over
Stonyton Creek, bridge replacement, Lenoir County
Please find attached a set of Nationwide # 3 permit plans for this project located
in Lenoir County.
If you have any questions, or if I can be of further assistance, please contact me
at the Annex of the Division Engineer's Office at (252) -830-3490.
MWS
Attachments
DIVISION TWO • P.O. BOX 1587 • GREENVILLE, N.C. 27835
PHONE [phone] • FAX [phone]