20041060 Ver 2_Application_20060104

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STATE OF NORTH CAROLINA
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DEPART~NT OF 'TRANSPORTATION T~~©~,~,C~,.
MICHAEL F. EASLEY
GOVERNOR
December 30, 2005
US Army Corps of Engineers
Raleigh Field Office
6508 Falls of Neuse Road, Suite 1.20
Raleigh, NC 27615-6814
LYNDO TIPPETT
SECRETARY

Attn: Mr. Eric Alsmeyer
NCDOT Coordinator, Division 5
Subject: Application for Modification to Section 404 permit for NC 54 from SR 1999 (Davis
Drive) to SR 1959 (Miami Blvd.) in Durham County, Division 5. State Project No.
8.1352701, Federal Aid Project No. STP-54(2), TIP No. R-2904; WBS Element No.
34512.1.1.
Reference: USACE 404 NW 23 & 33 General Permits, Action ID Nos. 200220393 and
200421561 issued 9/10/04.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen 1.1 miles
of NC 54 from a two lane to a four lane divided shoulder facility with a 17.5 foot raised median
from Davis Drive (SR 1999) to approximately 200 feet (ft) west of the railroad structure and then
from that point a five lane curb and gutter section to Miami Boulevard, south of Durham in
Durham County.
NCDOT submitted a Section 404 (of the Clean Water Act) Nationwide 23 and 33 General
Permit Application to the U.S. Army Corps of Engineers (USACE) for the subject project on
June 25, 2004. On September 10, 2004, the Section 404 Permit was issued by the USACE
(Action ID Nos. 200220393 and 200421561). A Section 401 Water Quality General
Certification Nos. 3403 and 3366 were issued from the N.C. Division of Water Quality
(NCDWQ) with the Section 404 Permit. The project has been let and construction has begun.
The purpose of this submittal is to request a modification to the Section 404 permit,
specifically Site 1 at Station No. 47+58 L (site map and permit drawing sheets 3 and 4 of 8). The
permit modification is for adding 23 ft on the upstream (Lt.) end of the proposed 30 in.
reinforced concrete pipe (RCP). Existing channel impacted will change from 160 ft. to 183 ft
(Permit Sheet 8 of 8). The Fill in Surface Waters (SW) will change from 0.011 to 0.012 acre
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] CAPITAL BLVD.
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER RALEIGH NC 27604
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG

(Wetland Permit Impact Summary sheet 7 of 8). The change was necessary because curb and
gutter has been added which shifted the fill slope. No wetland impacts will occur because of this
change. According to the permit application, the stream at site 1 was determined to be
intermittent by Mr. Eric Alsmeyer (USAGE) and lacking aquatic habitat. No mitigation is
required. Adherence to the standard conditions of the General Water Quality Certifications Nos.
3403 and 3366 will be followed as stated in the permit.
The revised design does not compromise NCDOT's compliance with the existing
permit conditions. The revision has been evaluated for compliance with the
avoidance/minimization criteria and are in compliance with all previous issues, including the
following:
• Protected Species
• Aquatic Life passage
• FEMA compliance
• Cultural Resources.
Regulatory Approvals
Application is hereby made for the modification of the Section 404 Permit from the
USAGE. We anticipate this project will retain the 401 General Water Quality Certification and
are providing two copies of this application to NCDWQ, for their review.
If you have any questions or need additional information, please call Ms. Susan Thebert
at [phone].
Sin~cerel ,
C .
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Jon Nance, P.E., Division Engineer
Mr. Chris Murray, DEO
w/o attachment
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, USAGE, Wilmington
Mr. Eric Midkiff, PDEA Planning Engineer
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MIAMI BLVD. AND SR 1973 (PAGE RD> FROM
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SHEET ~ OF ~ 06 / 28 / 04
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DIVISION OF HIGHWAYS
DURHAM COUNTY
PROJECT: 8.1352701 (R-2904)
NC 54 FROM SR 1999(DAVIS DR)TO SR 1959
MIAMI BLVD. AND SR 1973 (PAGE RD) FROM
NC 5~! TO I-40 IN DURHAM
SHEET d OF ~ 06 / 28 / O+d

PAEFORAIE~ SCOUR HOLE
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W ETLAND PERMIT IMPACT SUMMAR Y

Site
No.
Station
(From/To)
Structure
Size /Type
dill In
Wetlands
ac
Temp. Fill
In Wetlands
ac
Excavation
In Wetlands
ac Mechanized
Clearing
(Method III)
ac
Fill In SW
(Natural)
ac
Fill In SW
(Pond)
ac
Temp. Fill
In SW
ac Existing
Channel
Impacted
ft Natural
Stream
Design
ft
1 -L- STA 47+58 Lt. & Rt. 30" RCP 0.012 183.00

2 -L- STA 52+62 Rt. 36" RCP 0.003 49.000

TOTALS: 0.015 232.00
NCDC~T
Note: Site 1-Added 23 feet (160+23=183)on the upstream (Lt.) end of the proposed 30" RCP.
The Fill in SW changed from 0.011 to 0.012 ac.
DURHAM COUNTY
PROJECT 8.1352701 (R-2904)
NC 54 FROM SR 1999 (DAVIS DR) TO
SR 1959 (MIAMI BLVD) AND SR 1973
3E RD FROM NC 54 TO I-40 IN DURH
8 REV.'D 10/18/2005
OF Q 6/28/2004