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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION oR' A??'ca
MICHAEL F. EASLEY W. LYNDO TIPPETT
GOVERNOR
April 25, 2006
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
COURTESY
COPY
Subject: Notification for Permit - Nationwide Permit #3
Bridges #3 (SR 1725 / Robeson County
State Project # B-3897 / WBS# 3334
SECRETARY
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The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge #3
along SR 1725 in Robeson County. During construction, traffic will be detoured off site using
existing secondary roads.
The existing bridge was built in 1956 and has a sufficiency rating of 7.0 out of a possible 100.
Bridge #3 is considered structurally deficient or functionally obsolete, exhibiting severe
deterioration of all components. The posted weight limits for the bridge is 19 tons for single
vehicles and 28 tons for truck tractor Semi-trailer (TTST). The superstructure is composed of
reinforced concrete deck on timber joists. End bents and interior bents are timber caps on timber
piles. Crutch bents have been installed over the years to provide adequate support. The exiting
bridge is a four-span 72" long and has a clear roadway width of 24 feet.
The existing bridge will be removed in accordance with the NCDOT Best Management Practices
for Bridge Demolition and Removal (BMP-BDR). The proposed bridge replacement is a Case 3
demolition project. Removal of the end bents and fill material excavated to natural ground
elevation will restore floodplain capacity. The timber components of the bridge will be removed
without dropping any components into Waters of the U. S.. There is potential for small amounts
of concrete components of the bridge deck to be dropped into Waters of the U. S. during
demolition. The resulting temporary fill associated with demolition of the concrete deck is
estimated to be 7.5 cubic yards.
The replacement structure for Bridge #3 will be a three-span prestressed cored slab structure 130
feet long and 36 feet wide. The approach roadway will maintain the existing horizontal alignment
P. O. Box 1150, Faycttevi11e, NC 28302-1150 - Tclcphone [phone]- Fax [phone]
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and will be approximately the same elevation as the existing roadway. There are no deck drains
proposed over open water.
Little Marsh Creek is located within the Lumber River Basin, hydrologic unit 03040203. The
North Carolina Division of Water Quality (NCDWQ) has designated a best usage for Little Marsh
Creek of C:Sw. There are currently no 303(d) impaired waters, high quality waters (HQW)
outstanding resource waters (ORW), drinking water supply waters (WS-I and WS-II), or 303(d)
listed streams within one mile radius of the project study area.
Jurisdictional wetlands are located adjacent to the existing bridge. Permanent impacts to Waters
of the U.S. include 400 sq ft (<0.009 ac) of fill in wetlands. Existing wood piles will either be
pulled out of the channel or cut flush with the substrate. Measures will be taken to ensure that
sediment releases from this activity will be contained to immediate location of the pile removal
operation. Construction equipment will be operated from the existing roadway and/or upland
areas and will not enter wetlands.
The United States fish and Wildlife Service (USFWS) has identified two endangered species (E)
and one threatened species due to similarity of appearance (T(S/A) in Robeson County. No
habitat was available within the project area for any of these species.
We are requesting the issuance of a Nationwide Permit #3 authorizing construction activities
associated with the replacement of Bridge 93. NCDOT will also comply with all conditions of the
NCDENR DWQ 401 Water Quality Certification 3376.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at [phone].
incerely,
. ?s
/ James . Rerko, PWS
Division 6 Environmental Officer
ATTACIII mws
CC: John Henessey (DWQ) (Courtesy Copy)
Mike Summers
L.L. Sonny Upole, P.E.
Office Use Only: Form Version May 2002
110 8 11 7
USACE Action ID No. DWQ No. O 0 `
ku any panicuiar item is not appucacie to this project, please enter 'Not Applicable" or "N/A".)
I. Processing
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
2. Nationwide, Regional or General Permit Number(s) Requested: NWP#3
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Terry R. Gibson, P.E. /NCDOT/Div 6/Division Engineer
Mailing Address: P.O. Box 1150
Fayetteville, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: taibsonndot.state.ne.us
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: .Tames J. Rerko, PWS
Company Affiliation: NCDOT/Diy 61 Division Environmental Officer
Mailing Address: Same
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: jjrerkondot.state.nc.us
Page 1 of 8
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: Replacement Bridge # 3 along SR 1725 over Little Marsh Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3897 / WBS# 33334
3. Property Identification Number (Tax PIN):
4. Location
County: Robeson Nearest Town: Parkton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): 1.8 mile south of Parkton along
SR 1725
5. Site coordinates, if available (UTM or Lat/Long):Bridge #3 34°52'37"N 79°00'29"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): less than 0.25 acre
7. Nearest body of water (stream/river/sound/ocean/lake): Little Marsh Creek
8. River Basin: LumberRiver
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.state.ne.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: A rural area with mixture of agriculture, forest and
residential use. Forested and swami) lands surround the bridge locations.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
existing bridge is a four-span structure with a total length of 72 ft and a clear roadway
width of 24 ft. The bridge superstructure is composed of a reinforced concrete (feel( on
timber joists. End bents and interior bents are timber caps on timber piles. The
proposed bridge #3 will be a three-span 130feet long and 36 feet wide with vertical
abutments. Standard roadway and bridge construction equipment will be used
including cranes, excavators, and dump trucks. Both bridges will be constructed at the
existing bridge locations.
11. Explain the purpose of the proposed work: Bridge 83 was built in 1956 and has
sufficiency ratings of 7.0 out of a possible 100. The bridge is classified as functionally
obsolete and structurally deficient, and exhibits severe deterioration of several timber
piles and bracing components. Replacing the bridge with a new structure will result in a
safer structure that conforms to the latest safety standards.
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.
Corps of Engineers (Richard Spencer) reviewed the proiect
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.
None
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 3 of 8
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 Permanent impacts to Waters
of the U.S. include 400 sq ft (<0.009 ac) of fill in wetlands for rip-ran protection.
Existing wood pilings will either be pulled out of the channel or cut flush with the
substrate. Construction equipment will be operated from the existing road surface
and/or upland areas and will not enter the wetland areas.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres ,cs/no) linear feet
Bridle #3 Permanent 400 sq yes 0 ft Swamp Forest
Wetland Fill ft

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
•' 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://-Nvvv-,v.fcnm.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wefland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: .10 ac +/-
Total area of wetland impact proposed: 400 sq ft / 0.009 ac
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
T}pe of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Bridge #3 Shading 12 LF Little Marsh Creek 53 ft Perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
m"w.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., w\v\v.topozone.com,
n"\\,\v.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1.2 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 8
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wate) Type of Waterbody
(lake> Pand estuary, sound,
bay, ocean, ctc.)
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.):
Size of watershed draining to pond: Expected pond surface area:
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.
Impacts will be avoided by replacint= the bridge in place, having an ofd site detour, with
no deck drains over open water, and no equipment will be in the wetlands Bridge #3 will
be 58 feet longer than the existing bridge. The endbents will be moved farther away from
the edge of water increasing the floodplain area under the bridge. NCDOT Policy on
Bridue Demolition and Removal in coniunction with NCDOT's Best Management Practices
for Protection of Surface Waters will minimize temporary impacts to water quality.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
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 NCWRP 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://li2o.enr. state.ne.us/ncwet]ands/strm,Qide. html.
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 Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://l12o.enr.state.ne.us/wip/index.litni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0 LF
Amount of buffer mitigation requested (square feet): 0 LF
Amount of Riparian wetland mitigation requested (acres): 0 LF
Amount of Non-riparian wetland mitigation requested (acres): 0 LF
Amount of Coastal wetland mitigation requested (acres): 0 LF
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
Page 6 of 8
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
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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* (square 1scct Muldplicr hydration
1 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank: of channel; Zone 2 extends an
addiGona120 feet from the edge of Zone 1.
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Erosion and Sedimentation Control Plan shall be incorporated into the Construction Plans
XH. 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
MR. 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. 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).
None
z o
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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