20070292 Ver 1_Application_20070212

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STATE OF NORTH CAROLINA
DEPARTMENT OF `1~tANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
LYNDO TIPPETT
SECRETARY
FEBRUARY 19, 2007
NCDENR Division of Water Quality
John Hennessy O
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260 ~~ ,
RE: Minor Road Crossings /Bridge #13 - SR 2005 / Harnett County
State Project WBS # 41360
USACOE NWP#14/33 i NCDENR WQC 34041 GC 3366
Dear Mr. Hennessy:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing for Bridge #13 (SR 2005) in Harnett County. The project consists of removing Bridge
#13 and replacing it with a 38.11'x8.11' Structural Aluminum Arch Culvert that will be
completed in compliance with NCDENR Division of Water Quality General Certification 3404,
and, USACE Nationwide Permit #14.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is WBS# 41360 and, the permit fee is $200.00.
A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville
Regional Office.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
incerely,
~ '7r~°-5
ames . Rerko, PWS
Division 6 Environmental Officer
P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone [phone] -Fax [phone]

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MICHAEL F. EASLEY W. LYNDO T~
GOVERNOR SECRETARY
Febnlaly 19, 2007
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:
Subject: Notification for Permit -Nationwide Permit #14 / 33
Bridge #13 (SR 2005) / Harnett County
State Project : WBS # 41360
07p2~2
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge # 13
along SR 2005 in Harnett County. During construction, traffic will be detoured ofd site using
existing secondary roads.
The existing bridge was built in 1950 and has a sufficiency rating of 41.3. Bridge #13 is
considered structurally deficient or functionally obsolete, it does exhibit severe deterioration of all
components. In addition, the bridge currently has a Prompt Action Notice that requires
immediate repair of the structure. Bridge #13 /SR 2005 has been closed to all traffic effective
02/08/07. The superstructure is composed of reinforced concrete deck on I-beams. End bents
and interior bents are timber caps on timber piles. Crutch bents have been added to support the
structure. SR 2005 has been closed to traffic due to severely deteriorated timber piles. The
exiting bridge is three-span 52.5 feet long and has a clear roadway width of 24 feet.
Due to extraordinary circumstances at this bridge site, NCDOT proposes to replace the bridge
with a 38.11 foot x 8.11-foot structural plate arch culvert with aluminum head walls. This is
being pursued because of three - 270,000 volt transmission lines from Shearon Hams that have
been installed over the bridge. Progress Energy cannot de-energize the lines. There is
approximately 40 foot of vertical clearance between the roadway and KV lines. Piles cannot be
driven for the bridge structure, thus eliminating bridge replacement.
Richard Spencer (COE) and Ken Averitte (NCDENR DWQ) attended a field review of this
project November 17, 2006.
P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone [phone]- Fax [phone]

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.
Thortons Creek is a perennial stream that exhibits characteristics of a CS channel (Rosgen).
Immediately upon closing offthe roadway to the motoring public, a Fabric Lined Diversion
Channel will be installed just west of the existing bridge. The Fabric Lined Diversion Channel
(Section 5.2.4 NCDOT BMP Manual for Construction and Maintenance Activities) will convey
the expected flows during the life of the project in anon-erosive manner. All material excavated
from the jurisdictional wetlands will be preserved within the floodplain. The material will be
stockpiled upon fabric with silt fence wrapped around the material. The preserved material will
be returned to the wetlands upon completion of the project and stabilized. Once the Fabric Lined
Diversion Channel is installed, an Impervious Dike shall be installed in accordance with Section
5.3 of the NCDOT BMP Manual for Construction and Maintenance Activities. The preferred
method of Impervious Dike will depend upon the availability of Jersey Barriers. Sand bags will
also be utilized.
The proposed 34'-11" x 8'-11" Aluminum Plate Arch Culvert with Aluminum Headwalls will be
constructed within the footprint of the existing bridge. The culvert will be assembled on-site
within the prepared bed. Once assembled, the culvert will be immediately backfilled and the
roadway brought up to grade. With the roadway to grade, the Fabric Lined Diversion Channel
will be removed. The Downstream Impervious Dike will first be removed so that the stream can
backflow into the culvert and equalize. Then the upstream Impervious Dike will be removed,
returning the stream back to the original channel. The Fabric Lined Diversion Channel will then
be backfilled with the preserved material and stabilized with a temporary grass seed and mulch.
Thortons Creek is located within the Lumber River Basin, subbasin 03-06-07, and hydrologic unit
03030004. The North Carolina Division of Water Quality (NCDWQ) has designated a best usage
for Thortons Creek of WS-IV. 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 3030(d) listed streams within one mile radius of the project study area.
Jurisdictional wetlands are located adjacent to the existing bridge. There will be no Permanent
impacts to Waters of the U. S.. 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. Due to the dewatering of
the construction area and Fabric-lined Diversion Channel, there will be temporary wetland impacts
for the project. As discussed earlier in this report, the Fabric-lined Diversion channel will be
excavated within the wetland area. It is expected that approximately 0.10 acre of emergent
wetlands will be impacted by the installation of the Fabric-lined Diversion Channel and another

0.05 acres will be impacted by the stockpiling of the hydric soils. Construction equipment will be
operated from the existing roadway and/or upland areas in order to install the proposed culvert..
The United States Fish and Wildlife Service (USFWS) has identified five endangered species (E)
and one threatened species due to similarity of appearance (T(S/A) in Harnett County. No habitat
was available within the project area for any of these species.
We are requesting the issuance of a Nationwide Permit #14 /33 authorizing construction activities
associated with the replacement of Bridge #13 in Harnett County. NCDOT will also comply with
all conditions of the NCDENR DWQ 401 Water Quality Certification 3404 13376.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at [phone].
incerely,
Qcrr~ r nu'' ~
:James J. erko, PWS
Division 6 Environmental Officer
ATTACHMENTS
cc: John Henessey (DWQ)
Ken Averitte (DWQ)
L.L. Sonny Upole, P.E.

Offlce USe OIIIy: Form Version May 2002
2 ~ r -- -~ ~ 9 2
USACE Action ID No. DWQ No.
(It any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
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#14/#33
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: ^
II. Applicant Information
Owner/Applicant Information
Name: Terry R Gibson, P.E. /NCDOT/Div 6/Division Engineer
Mailing Address: P.O. Boz 1150
Fayetteville, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: tg'bson(a dot.state.nc.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: James J. Rerko. PWS
Company Affiliation: NCDOT/Div G/Division Environmental Officer
Mailing Address: Same
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: jjrerko anr,dot.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: Bride # 13 along SR 2005 over Thortons Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): WBS# 41360
3. Property Identification Number (Tax PIl~:
4. Location
County: Harnett Nearest Town: Bueis Creek
Subdivision name (include phase/lot number}:
Directions to site (include road numbers, landmarks, etc.): 1.3 mile east of the intersection
of SR 2005 and NC 27
5. Site coordinates, if available (UTM or Lat/Long):Bridge # 34.3909°N 78.7150° 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 0.10 acre
7. Nearest body of water (stream/river/sound/oceanJlake): Thortons Creek
8. River Basin: Caae Fear River _ _ _
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.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: Floodulain surrounded with rural residential
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: The
eaisting_bridge is a three-span structure with a total length of 52.5 feet and a clear
roadway width of 24 feet. The bridge superstructure is composed of reinforced
concrete deck on timber joists. End bents and interior bents are timber caps on timber
wiles. Crutch bents have been installed. Currently Bridge #13 / SR 2005 is closed to all
traffic. Due to site constraints, Bridge #13 will be replaced with a 45LF 38.11' 88.11'
Aluminum Arch Culvert. Standard roadway and bridge construction equipment will
be used including excavators and dump trucks. The culvert will be constructed at the
ezisting bridge location.
11. Explain the purpose of the proposed work: Bridge #13 exhibits severe deterioration of
several timber piles and bracing components. Replacing, the bridge with a culvert will
result in a safer structure that conforms to the latest safety standards. Bridge #13 / SR
2005 is currently closed to a traffic.
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 NCD~T project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Richard Saencer (COE) and Ken Averitte (NCDENR DWO) reviewed the project 11/17107.
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
VL 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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8

Provide a written description of the proposed impacts Permanent impacts to Waters
of the U.S consists of 45LF of culvert installation. Temporary wetland impacts are
expected (0.15 acre) Existing wood pilin~~ will either be pulled out of the channel or
cut flush with the substrate. Construction eguipment will be operated from the existing
road surface and/or upland 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) es/no) (linear feet)
Temporary Diversion 0.15 Yes O LF PEMIE
Im act - Channel

* 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:!/www.fema.g_ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, 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: OAc
Total area of wetland impact proposed: Temporary 0.15acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Im ct Perennial or
Intermittent?
lease
Bridge #13 Culvert 45 LF Thortons Creek 30ft 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. ff stream relocation is
proposed, plans and profiles showing the lineaz 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 ate available through the USGS at 1-800-358-9616, or online at
www.us sg~g. ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 45 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 Area of
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
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 ap lication.
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 replacing the bridge in place, having an off-site detour..
NCDOT Policv on Bridge Demolition and Removal in conjunction with NCDOT's Best
Management Practices for Protection of Surface Waters will minimize temporary impacts
to water quality. The replacement of Bridge #13 is not feasible due to the location of high
voltage electric line overhead of the ezisting bridge. Pile bents cannot be driven because a
crane cannot stand under the lines. Bridge #13 / SR ZOOS is currently closed to traffic.
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.
Page 5 of 8

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
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://h2o. enr.state. nc.us/ncwetlands/strmgide. 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://h2o.enr.state.nc.us/wrp/index.htm. 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 ofNon-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 (federaUstate) funds or the use of public
(federaUstate) land?
Page 6 of 8

Yes ® No ^
X.
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 {919) 733-5083 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 ^
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
(Meuse), 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 Impact
uare feet
Multiplier Required
rye tion
I 3
2 I.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additiona120 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.
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.
An erosion/sedimentation control elan will be incorporated into the construction plan
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 bWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes. ^ No
Is this anafter-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).
«.

O
Ai~plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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