20091321 Ver 1_More Info Received_20100311

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
Ms. Kimberly Garvey
U.S. Anny Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
Dear Madam:
Subject: Revised permit application for the replacement of Bridge 46 over the Cape Fear River
on US 40UNC 211 in Harnett County. Federal Aid Project Number BRSTP-401(146),
TIP No. B-4138, WBS 33490.1.1.
Reference: NW application dated December 14, 200
Please find enclosed: Revised Draft Construction Consultation and cover letter, Revised Permit
Drawings, Revised Roadway Plans, Stormwater Management Plan, Revised Mitigation Request
Form, Revised JD Request Form, cover letter and updated wetland mapping (for the
Jurisdictional Determination) for this proposed bridge replacement project.
Proposed impacts to jurisdictional streams and wetlands have increased as a result of recent field
verification with the USACE. This and additional information mentioned above is being
provided at the request of Kimberly Garvey (USACE) .nd to complete informational needs for
this project.
If you have any questions or need additional information, please contact Mr. John S. Merritt at
919-431-6749 or [e-mail].
?March 8, 2010

PAR I 1 2010
EUGENE A. CONTI, JR.
SECRETARY
11,
ruis ANDSTTER?ry
ORafiVgtElp BRANCH
Su:cerely,
Gregory . Thorpc, Ph.D. Environmental Management Director
Project Development and Environmental Analysis Branch
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1596 MAIL SERVICE CENTER
RALEIGH NC 27699-1596
TELEPHONE: [phone]
FAX: [phone]
WESSITE: WWW.N000T.ORG
LOCATION:
4701 ATLANTIC AVENUE
SUITE 116
RALEIGH NC 27604
w/attachment
Mr. Brian Wrenn, NCDWQ (4 copies)
Mr. Ken Averritte, NCDWQ
w/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. Greg Burns, P.E, Division 6 Engineer
Mr. Jim Rerko, Division 6 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Ms. Anne Deaton, NCDMF
Mr. Ron Sechler, NMFS
Ms. Natalie Lockhart, PDEA
Ms. Beth Harmon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
Ms. LeiLani Paugh, NEU
Mr. Randy Griffin, NEU
2

North Carolina Department of Transportation
PROJECT ENVIRONMENTAL CONSULTATION FORM
1. D. No. B-4138
GENERAL INFORMATION
a. Consultation Phase
b. Project Description:
c. WBS Project No.
State Project:
Federal Project:
d. Document Type:
Construction Consultation
Replacement of Bridge No. 46 over the Cape Fear
River on US 401/NC 210 in Harnett County
3 3490.1.1
8.1451901
BRSTP-401(146)
Categorical Exclusion 7/29/2008
11. ACTION PROPOSED IN CATEGORICAL EXCLUSION
Bridge No. 46 will be replaced with a new bridge of approximately 640 feet in length
on a new alignment. Improvements to the approach roadways will be required for a
distance of approximately 1565 feet to the south and 1420 feet to the north of the existing
structure. The bridge will provide for two 12-foot lanes with 4-foot paved shoulders on
the southeast side of the bridge and curb and gutter with 5'-6" sidewalk on the northwest
side. Traffic will be maintained on the existing structure.
This conclusion was reached after evaluation of multiple alternatives. One alternative
studied was to replace on the existing location while detour traffic ofl'site US 401 is a four
lane facility carrying in excess of 17,000 vehicles per day (VPD). There are no four lane
detour routes available and the two lane roads would be overloaded by adding the current
17,000 vehicles per day carried by US 401. This is not considered feasible.
Another scenario to replace nn the ey, is' ng location was studied whereby the bridge
in h? rvn Ur.ed Wonld be shun down and Gil [lathe v.,oula i?C sh;hed, to the remaining hridor
A good test model occurred in 2008 when repairs to the railroad just a few hundred feet
from the bridge reduced traffic to two-lane two-ways. The delay was in excess of 20
minutes. This was verified by a number of citizens who complained of this delay when the
option was presented at a Citizen's Informational Workshop and brought up the example
of the railroad closure. We also have concerns raised from the Town of Lillington, from
the Fire Chief, and from Harnett County Cormnissioners who all oppose the two-lane two-
way scenario based on both emergency response and economic impact. Their
correspondence is attached.
DRAFT
111. CONCLUSIONS
The Categorical Exclusion has been reevaluated as required by 23 CFR 771. The
current proposed action is essentially the same as the action proposed in the Categorical
Exclusion. Proposed changes, if any, are noted below in Section IV. It has been
determined that anticipated social, economic, and enviromnental impacts were accurately
described in the Categorical Exclusion unless noted otherwise herein. Therefore, the
previous Administration Action remains valid.
IV. CHANGES IN PROPOSED ACTION AND ENVIRONMENTAL CONSEQUENCES
There are no changes in the proposed action.
Neither permanent nor temporary bicycle or pedestrian accommodations are required
for this project.
The project study area contains approximately 289 linear feet of the Cape Fear River
and approximately' 1,770 linear feet of three unnamed tributaries of the Cape Fear. River.
The proposed alternate will permanently impact 897 ft of the streams located in the project
area. There are 287 ft of temporary stream impacts in the project area. There are six
jurisdictional wetlands in the area that will be impacted by the proposed project as well.
Approximately 0.41 acres of wetlands will be impacted by this project. Onsite natural
stream design will provide 608 ft due to stream relocation.
NCDOT is relocating a 255' of the 12" sewer line owned by Harnett County. The
current location of the sewer line is in conflict with the proposed stream relocation. The
sewer relocation will consist of 242' of 12" pipe along a new location outside of the stream
relocation, 75' of which is in wetlands not impacted by other project activities. The
current alignment is not suitable for reuse because of terrain changes in the stream
relocation.
Progress Energy will be relocating their pole be north of the stream relocation
because of conflicts with the relocation of the southbound lanes. The line will.pass 282'
on a new location in the wetlands before rejoining the current path of the line. One pole
will be located in the wetlands. Progress Energy will handclear brush within 15' of the
power lines in areas not cleared by other DOT activity.
No species have been added to the listings for Harnett County since the time of the
document. All other species and the biological conclusions included within the
Programmatic Categorical Exclusion remain accurate.
The bald eagle was removed from the Federal List of Threatened and Endangered
wildlife effective August 8, 2007 and no longer requires a biological conclusion. Nesting
and foraging habitat in the project area, no bald eagle nests or individuals have been seen
within a 660 foot radius of the project area.
DRAFT
No changes have occurred between the current NCDWQ water usage classification
and the water resource classification listed within the Programmatic Categorical
Exclusion.
V. LIST OF PROJECT COMMITMENTS
Please see attached green sheet.
VI. COORDINATION
Project Development and Environmental Analysis Branch personnel have discussed
current project proposals with others as follows:
Bryan Key 1-2010
Roadway Design Date
John Merritt 1-2010
Natural Environment Unit Date
VIL NCDOT CONCURRENCE
Project Planning Engineer Date
Project Development & Environmental Analysis Branch
Bridge Project Development Unit Head Date
Project Development & Environmental Analysis Branch
VIII. FH W A CONCURRENCE
John F. Sullivan, 111, PE, Division Administrator Date
Federal Highway Administration

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
March 8, 2010
Ms. Kimberly Garvey
NCDOT Coordinator
USACE-SAW-RG
69 Darlington Avenue
Wilmington, NC 28403
SUBJECT: Request for Revised Preliminary Jurisdictional Determination of
the proposed replacement of Bridge 46 over the Cape Fear River on
1-40/NC210 in Harnett County, TIP 13-4138
Dear Ms. Garvey:
The North Carolina Department of Transportation (NCDOT) Natural Environment Unit (NEU) has
completed the delineation of "Waters of the United States," for the above referenced project. NEU is
requesting a revised preliminary jurisdictional determination for this project. The wetland revised was WA-
1 (Wetland 3 in NRTR) corresponding to the original Wetland Determination Data Form.
Please see the attached supporting documents:
1) Preliminary Jurisdictional Determination Form
2) Map of Unverified Wetlands
If you have any questions or require additional information, please contact me at [phone] or
[e-mail].
Sincerely,
John Merritt,
Senior Environmental Specialist, NCDOT - NEU
EUGENE A. CONTI, 1R.
SECRETARY
Enclosures (5)
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
LOCATION:
4701 Atlantic Ave.,
Suite 116
Raleigh, NC 27604
IVEBSITE:W ..NCDOT.ORG
ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
John Merritt
NCDOT
4701 Atlantic Ave. Suite 116
Raleigh, NC 27604
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CE-SAW-RG-L
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
B-4214
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Harnett City: Lillington
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.406961 ° N, Long. -78.813128 ° W.
Universal Transverse Mercator:
Name of nearest waterbody: Cape Fear River
Identify (estimate) amount of waters in the review area:
Non-wetland waters: 400 linear feet: 300 width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: 1.02 acres.
Cowardin Class: PF01
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non-Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
® Office (Desk) Determination. Date: 12/17/09
® Field Determination. Date(s): 7/23/09
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
E Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
® Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Lillington
1:24,000.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
® National wetlands inventory map(s). Cite name: SAW shapefile
? State/Local wetland inventory map(s):
? FEMA/FIRM maps: .
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of
1929)
? Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
® Previous determination(s). File no. and date of response letter: USACE
(Action ID: 2003300357) and expired on April 8, 2008.
? Other information (please specify):
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
3
STORMWATER MANAGEMENT PLAN
Project: 33490.1.1 (B-4138)
Harnett County
Project Description:
Replace Bridge 446 over the Cape Fear River on US 401. Includes structure replacement
and roadway approach work. Bridge will be relocated approximately 85' upstream of
existing bridge. The Cape Fear River is classified as WS-IV at this location. It is
downstream of the Town of Lillington intake and approximately 9 miles upstream from
the Town of Erwin intake.
Roadway Description:
The typical section will remain as a four-lane highway with divided grass median. The
median width will vary from 40' to 110'. The length of roadway approach work will be
approximately 0.60 miles. It is proposed to use curb and gutter on the West side of the
project and grassed shoulder on the East side.
Bridge Structure,
Bridge #46 is one of two bridges at this crossing on US 401 that span the Cape Fear
River. Existing Bridge #46 is the southbound bridge and is 16 spans, 803' in length, built
in 1958. Proposed Bridge #46 will be a 6 span, 605' bridge. This will reduce the number
of piers in the river from 9 piers to 5 piers. There will be no deck drains over the river
but they will be provided in the overbank areas. Rip rap swales will be provided along
the overbank, under the deck drains.
BMP's:
Most drainage along the project will go into grassed ditches/swales. The typical ditch
section has a 6:1 front slope with a 3:1 to 6:1 back slope. Storm drain systems will outlet
into either rip rap lined ditches/embankment or will outlet to drop box structures prior to
entering a river/stream. The rip rap lined ditches and drop structures will reduce
velocities at confluence with river/stream. Culverts located in streams (Sta 20+00 -SBL-
RT) will be buried up to V and placed at a minimum slope of 0.3%.
Avoidance and Minimization:
There is a stream and wetland system located at the beginning of the project along the
West side of US 401. The fill slopes were steepened and shoulder section narrowed to
minimize impacts to the wetland and to avoid impact to the stream.
Stream Relocation:
In the Northwest quadrant of the Cape Fear River crossing an existing stream will be
impacted. The stream presently runs just parallel to the existing US 401 road fill. The
realigned bridge and roadway will cover the stream so it will be relocated just outside the
proposed roadway fill. The relocated stream will provide an improved section. The
existing stream has predominantly vertical, eroding banks with the bankfull discharge
having little to no access to the floodplain. The relocated section will be increased in

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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL SITE NAMES ADDRESSES
1 1 WILUAM MCKAY JOHNSTON
1 NCDOT
2
9 3, 3A, 4 COUNTY OF HARNETT
224 DEVONBROOK IN
CARY, NC 27511
CAPE FEAR RIVER
308 WEST DUNCAN ST
UUJNGTON, NC 27546
wea 3/y/ i0
Permit Drawing
Sheet I Of
NCDOT
DIVISION OF HIGHWAYS
HARNETT COUNTY
PROJECT: 33496.1 (B-4138)
LILLINGTON
BRG. 046 OVER CAPE FEAR RIVER
ON US 401
IEET OF 3/10