20081162 Ver 1_Application_20080730

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STATE OF NORTH CAROLINA 61
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY

July 29, 2008

U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890) Wilmington, North Carolina 28402-1890 081162
i

ATTENTION: Brad Shaver
NCDOT Coordinator

SUBJECT: Nationwide 14 Permit Application for the Replacement of Bridge No. 126 over
headwaters of Queen Creek on SR 1248 (Riggs Rd), Onslow County WBS # 313.206711

The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 126
over headwaters of Queen Creek on SR 1248 (Riggs Rd) in Onslow County. The existing single span, 18.5
ft timber bridge with 24 ft of clear roadway is proposed to be replaced with a 12' 11" x 6' x 48 ft aluminum
box culvert, per NCDOT Hydraulic Unit's recommendation.
The existing bridge structure was recently damaged by vehicular impact and repairs to the existing
structure in poor condition (sufficiency rating of 39.1) would be extensive and costly. Therefore, NCDOT
is proposing to replace the structure with a 12' 11" x 6' x 48 ft aluminum box culvert, per NCDOT
Hydraulic Unit's recommendation. The stream crossing at this location was surveyed to be 7.6 feet in
width at the top of bank and bank full was determined to be at an average of 2.1 feet. Depth of water at the
crossing ranged from 0.6 -1.1 ft at the time of the survey. There are no structures up stream of this
crossing. The proposed pipe would provide wider and safer shoulders which would reduce the number of
accidents at this site. The bridge has been repaired twice in the last three years due to vehicular impact.
IMPACTS TO WATERS OF THE UNITED STATES

This project is located in the White Oak Basin within USGS hydrologic unit 03020106 (subbasin 030501).
The proposed bridge replacement is located over the Queen Creek (DWQ Index No. 1941-16) Class SA
HQW. This project will require filling 48 feet (0.01 acres) of perennial stream at the headwaters of Queen
Creek. In addition there will be 10 ft temporary stream impacts associated with coffer dams to be used in
conjunction with pumping flow around the construction site, if needed. To minimize impacts an off site
detour will be utilized during construction. Pipe length was reduced as much as possible without
jeopardizing stability and safety. No permanent or temporary utility impacts are proposed with this
project. There are no wetland impacts associated with this project.

124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

BRIDGE DEMOLITION

The existing deck and bridge railings are composed of concrete. The substructure is composed of timber
bents and caps. The Department will take every precautionary measure necessary to ensure that no
components will be dropped into waters of the United States. The bridge will be removed using top down
methods and NCDOT's Best Management Practices for Bridge Demolition and Removal will be followed.

COMPENSATORY MITIGATION

Based upon the letter from the U.S. Army Corp of Engineers, Wilmington District dated September 1,
2004, it is understood that the North Carolina Department of Environment and Natural Systems Ecosystem
Enhancement Program (EEP), will assume responsibility for satisfying the Federal Clean Water Act
compensatory mitigation requirements for all NCDOT projects at a 2:1 ratio. It is also NCDOT's
understanding that if the USACE District Engineer determines that compensatory mitigation is required for
any project, it will be submitted to EEP for acceptance on a quarterly basis by the Department with a copy
provided to the Wilmington District office for verification and accounting purposes.
The Department has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. Therefore, if required by USACE District Engineer, the remaining,
unavoidable permanent impacts to 48 feet (0.01 acres) of perennial stream will be offset by compensatory
mitigation provided by the EEP program. These impacts are proposed in a coastal plain small stream
riverine wetland in the White Oak River Basin within USGS hydrologic unit 03020106 (sub basin 030501).
NATURAL AND HISTORIC RESOURCES

FEDERALLY PROTECTED SPECIES
Species with the federal classification of Endangered, Threatened, Proposed Endangered and Proposed
Threatened are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973 as amended (16 U.S.C. 1531 et seq.). The United States Fish and Wildlife Service lists fifteen
federally protected species for Onslow County which include American alligator (Alligator
mississippiensis), Red-cockaded woodpecker (Picoides borealis), Cooley's meadowrue (Thalictrum
cooleyi), Golden sedge (Carex lutea), American chaffseed (Schwalbea americana) and Rough-leaved
loosestrife (Lysimachia asperulaefolia). A Natural Heritage GIS Database and field review for occurrences
and habitat for these species was conducted and a determination of no effect for the listed species is
recommended.
HISTORICAL RESOURCES
Pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic
Preservations Regulations for Compliance with Section 106 codified at 296 CFR Part 800, this project has
been reviewed and a determination of no effect is recommended for historical and archeological resources.
REGULATORY APPROVAL

Section 404 Permit: NCDOT is requesting authorization under Nationwide 14 under the USACE
Nationwide Permit program (72 FR 11092; March 12, 2007).

Section 401 Permit: We are also requesting by copy of this letter, issuance of a 401 Water Quality
Certification 3704 from the DWQ. We have provided a method of debiting $240 to be submitted to the
DWQ for processing the WQC permit request, as noted in the subject line of this application.

124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

If you have any questions or need additional information please contact feel free to contact me at (910)
251-5724.

Sincerely,

Z ~ ~7~X
Mason Herndon
Division 3 DEO

Enclosures

Cc: Ken Averitte, NCDWQ, Fayetteville
David Wainwright, NCDWQ, Raleigh

124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

Office Use Only: Form Version March 05

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

1. Processing

1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?

II. Applicant Information

1. Owner/Applicant Information
Name: H Allen Pope, P.E., Division 3 Engineer
Mailing Address:North Carolina Department of Transportation
124 Division Dr.
Wilmington, N.C. 28401

Telephone Number: [phone] Fax Number: (910) 251- 5727
E-mail Address:

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mason Herndon
Company Affiliation: Division 3 Environmental Officer
Mailing Address: North Carolina Department of Transportation
124 Division Dr.
Wilmington, N.C. 28401

Telephone Number: [phone] Fax Number: (910) 251- 5727
E-mail Address: mhemdon(a dot. state. nc. us

Updated 11/1/2005
Page 5 of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name of project: Bridge 126

2. T.I.P. Project Number or State Project Number (NCDOT Only): 313.206711

3. Property Identification Number (Tax PIN):

4. Location
County: Onslow Nearest Town: Hubert
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From NC 24 East, turn left on SR 1749, at stop sign turn right on SR 1746, go 0.26 miles and turn left on SR 1428,

go 2.7 miles to bridge.

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.75149 ON 77.23409 °W

6. Property size (acres): N/A

7. Name of nearest receiving body of water: Queens Creek

8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eni.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:- Land use adjacent to the project limits is primarily
residential and forested.

Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Replace existing damaged 18'6" timber bridge with a 12' 11 " x 6'x 48 ft. aluminum
box culvert using standard road construction equipment.

11. Explain the purpose of the proposed work: Existing bridge was damaged by vehicular
impact and repairs to the stucture are not feasible due to its poor condition and a pipe
has been determined to provide sufficient conveyance.

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.Unknown

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional permit requests are anticipated at this time.

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: Project will require 48 ft of
permenant fill in perennial headwaters of Queens Creek. In addition there will be 10 ft of
temporary impacts posed for coffer dams for bypass pumping if needed

Updated 11/1/2005
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 1 00-year Nearest Impact
Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.)
es/no linear feet
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres)

3. List the total acreage (estimated) of all existing wetlands on the property:N/A

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intennittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Pipe A Queen Creek fill perennial 7.5 48 0.01

Total Stream Impact (by length and acreage) 48 0.01

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Type of Waterbody Area of
Site Number applicable) Watee) Type of Impact (lake pand estuary, sound, bay, Impact
(indicate on ma) (if ap ocean, etc.) (acmes)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A

Updated 11/1/2005
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.01
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 48

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A

8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.

Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Pipe length was reduced as much as possible without jeopardizing safety & stability.
Strict enforcement of sedimentation & erosion control BMP's will be enforced.

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

Updated 11/1/2005
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wM/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:

Amount of stream mitigation requested (linear feet): 48
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

Updated 11 / 1 /2005
Page 10 of 12

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)? N/A Yes ? No

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.

Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A

Updated 11/1/2005
Page 11 of 12

XI. Stormwater (required by DWQ)

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Strict implementation of Sedimentation and Erosion Control BMPs will be enforced during
construction to protect wetlands and waters of U.S.

XII. Sewage Disposal (required by DWQ)

Clearly detail the ultimate treatment methods and disposition (non-discharge or 'discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No

Is this an after-the-fact permit application? Yes ? No

XIV. Cumulative Impacts (required by DWQ)

Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This project is considered a safety project on existing R/W.

XV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

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Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

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Name: HUBERT Location: 034.7483309° N 077.2337941 ° W
Date: 712412008 Caption: Bridge 126
Scale: 1 inch equals 2000 feet SR 1428 (Riggs Rd)
Onslow County
Copyright (C)1997, Maptech, Inc.

Structure 660126 County ONSLOW Date: 08/04/2006 Structure Photos

LOOKING UPSTREAM

i_

LOOKING EAST

ONSLOW Date: 08/04/2006 Structure Photos
Structure 660126 County

LOOKING WEST

LOOKING DOWNSTREAM

1 f
PROJECT BRIDGE 126

ROAD SR 1428 (RIGGS RD)
COUNTY ONSLOW r------1-------!-------

Existing 18' Ell x 25' 1" timber bridge
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