20070221 Ver 1_Application_20070207

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
VIICIIAEL F. EASLEY
Guv ER~'l>K
U. S. Army Corps of Engineers
Regulatory Field Office
I51 Patton Avenue, Room 208
Asheville, NC 28801-006
Al~TN.: Mr. Steve Lund
NCDOT Coordinator
LYNUU TIPPET"f
SI:! kr r:~Fv
070221
Subject: Application .far Individual Section 404 and 401 permits for TIP
~1-2510A for the proposed widening of NC 16 (Old Providence Road)
from the SR 2948 REA Rvad Extension in Union County to south oft-485
(Charlotte Outer Loop) in Mecklenburg Co(mty; NCDOT Division 20.
Federal Project No. STP-16(20}, Federal Project No. 8.1672807, Debit
X475.00 fro-n WBS Element 34813. I.1.
Dear Sir:
The NCDOT proposes to widen NC 16 (Old Providence Road) from the SR 2948 Rea
Road Extension in Union County to south of I-485 (Charlotte Outer Loop) in
Mecklenburg County. The proposed project will consist of widening the existing two
lane facility to a four lane divided, 73.5 feet face to face; curb and gutter section with a
17.5 feet raised median throughout the project. This cross section provides for 12 feet
inside travel lanes and 14 feet outside travel lanes in both directions. The wide travel
lanes will accommodate bicycle traffic. The total length is approximately 3.6 miles and
will require approximately 40 feet of additional right of way. This application package
consists of the cover letter, ENG Form 4345, EEP Mitigation Acceptance Letter, Cultural
Resources Letters, Merger 4B & 4C interagency meeting minutes, permit (hydraulic)
drawings and half size roadway plan sheets.
Purpose and Need: The purpose of the proposed project is to increase the traffic carrying
capacity of the existing facility as well as provide standard travel lanes for NC 16. The
need to safely provide increased accessibility between Weddington-Union County and
Charlotte-Mecklenburg County will be achieved through widening this facility. Each
travel lane will be at least 12 feet conforming to NCDOT standard recommendations.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMEN I AL ANAL YSIS
1598 MAIL. SERVICE CENTER
RALEIGH NC 27699-1598
January 3l, 2007
TELEPHONE- 919-733-3141
FAX: [phone]
WEBS/ TE: INWW. DOH. DOT. STATE. NC. US
LOCATION:
TRANSPORTATION BVILJIPIG
~ SOUTH W IL PAINGTON S'. REE i
RALFiGFI NC

Project Schedule: The project is currently scheduled to Let on September 18, 2007 with
construction to begin shortly thereafter.
Summary of Impacts: Impacts on jurisdictional areas of the proposed project consist of
1.28 acres of permanent (0.91 riverine - 0.37 nonriverine) wetland impacts, 458 linear
feet of permanent stream impacts and <0.01 acre of surface water (pond) impact. There
arc no temporary impacts from this project. No impacts from public utilities are
anticipated for this project.
Summary of Miti ation: The project has been designed to avoid and minimize impacts to
jurisdictional areas throughout the NEPA and design processes. The project will be built
along existing roadway thereby minimizing impacts to natural resources. The North
Carolina Ecosystem Enhancement Pro~-am will provide compensatory mitigation for
jurisdictional impacts to 458 linear feet of streams, 0.37 acre of non-riverine wetlands;
0.91 acre of riverine wetlands. See attached letter.
Utilities:
There are no impacts to jurisdictional resources clue to utilities for this project.
NEPA DOCUMENT STATUS
The United States Department of Transportation Federal Highway Administration
(FHWA) and the North Carolina Department of Transportation (NCDOT) approve the
previous administrative actions of this project including the Environmental Assessment
(EA) on October 24, 2002 and the Finding of No Significant Impact (FONSI) on April
27, 1995. Section 129 (Reevaluations) of Part 771 (Environmental Impact and Related
Procedures) of Title 23 (Highway) of the Code of Federal Regulations requires that
NC:DOT consult with FHWA to determine whether the approved environmental
documents remain valid. FHWA and NCDOT concluded that a Reevaluation should be
conducted due to the elapsed time since the FONSI and need for updated impacts to the
human and natural enviromnent. An updated FONSI was signed on November 29, 2005.
Copies of the EA and FONSI have been provided to regulatory review agencies involved
in the approval process. Additional copies will be provided upon request.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.1 11(f) which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(l) The project connects logical termini and
environmental matters on a broad scope,
(2) The project is usable and a reasonable
transportation improvements are made in the area;
(3) The project does not restrict consideration
foreseeable transportation improvements.
is of sufficient length to address
expenditure, even if no additional
of alternatives for other reasonably
R-25lOA Indii~iducrl Permit Applicatio~a
Pct e

RESOURCE STATUS
Water Resources: The project is located in Catawba River Basin, Subbasin 03-08-30. The
North Carolina Division of Water Quality (NCDWQ) classifies Sixmile Creek and Flat
Branch as "Class C" streams and are located in Hydrological Cataloguing Unit (HUC)
03050101. There are no Outstanding Resource Waters (ORW), High Quality Waters
(HQW), WS-I, WS-II, or watershed Critical Area (CA), within 1 mile upstream or
downstream of the project study area. Six Mile Creek and Flat Branch are not currently
identified as 303(d) streams by DWQ.
Wetland delineations: Potential wetland communities were investigated pursuant to the
1987 Corps of Engineers Wetland Delineation Manual. Mr. Steve Lund of the U.S. Army
Corps of Engineers verified the wetlands and surface waters on August 23, 2004. Each
impact is described in Tables 1 and 2 and in detail below. Site and station numbers
correspond with the permit (hydraulic) drawings included in this application.
Table I. Jurisdictional Stream Information
Site # Structure Stream DWQ Index Class Status Permanent Stream
lm acts (linear feet)
Site 2 54" Pipe UT1 to 1 1-138-3 C I 162
Sixmile Cr
Site 3 Bridge Sixmile Cr l 1-138-3 C P 0
Site 4 36" Pipe UT2 to 11-138-3 C 1 115
Sixmile Cr
Site 5 72" Pipe UT1 to Flat 1 I-138-3-2 C I 147
Branch
Site 6 66" Pipe UT2 to Flat 1 1-138-3-2 C I 34
Branch
Total Permanent Stream Im acts 45$
I = Intermittent
P =Permanent
Table 2. Wetland Inforration
Site # Wetland Type Cowardin
Classification Permanent Impacts (Acres)
1 Pond Fringe Non-Riverine PSS 1 A 0.37
3 GC4 Riverine PFO l A 0.16
4 ND23 Riverine PFO 1 A - 0.70
5 GE7 Riverine PFO 1 A 0.05
Total Permanent Wetland Im acts 1.28
R-2510A Indiviclearl Permit Application puke _;

Impacts to Waters of the United States
Site 1 (L 5;+20 to 56+48)
Road widening will result in an expanded fill slope that will impact a pond and the fringe
wetland between the pond and existing edge of pavement.
Site 2 (L 85+~8 to 86+08)
A ~4" pipe will be installed on a sketiv to relocate a portion of UT1 to Sixmile Creek that
takes a 4~° jog prior to crossing under NC 16. The relocation removes the sharp angle
from the stream and allotivs it to be culverted under the expanded road design. This
proposed activity will result in permanent stream impacts.
Site ~ (L 124+36 to 126+81}
A four-barrel box culvert, carrying Sixmile Creek will be replaced with a bridge that
spans the creek. The top and sides of the existing culvert will be removed with the bottom
slab left in place to minimize disturbance to the stream. This proposed activity will result
in no permanent stream impacts; however, the bridge constniction will result in
permanent wetland impacts from an abutment being placed in a wetland.
Site 4 ([. 14~+26 to 1~}3+25)
A 36" pipe extension, carrying the UT2 to Sixmile Creek, will be installed resulting in
permanent stream impacts. Road widening will also result in permanent wetland impacts
due to expanding till slopes.
Site ~ (L 193+96 to 194+32)
A 3' x 4' box culvert carrying UT1 to Flat Branch will be replaced by a 72" pipe on a
slibhtly ditterent alignment immediately to the south. This proposed activity will result in
permanent stream impacts. The expanding till slope from the road widening will also
result in permanent wetland impacts; however, this action will not result in a total take of
the wetland which will still receive sheet flow from the north and east.
Site 6 (L 20 ~+~7 to 20 ~+68)
An existing 66" pipe, carrying UT2 to Flat Branch, will be extended to accommodate the
proposed road widening resulting in permanent stream impacts.
PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. As of December 11, 2006, the U.S. Fish and Wildlife Service
(USFWS) lists three federally protected species for Union County (Table 1) and five for
Mecklenburg County (Tables 1 and 2). Concurrence for the Carolina Heelsplitter mussel
was received from the USFWS in a letter dated October 15, 2004. In March 2006, the
Carolina Heelsplitter mussel was found in Sixmile Creek over six miles downstream of
the subject project in South Carolina. In April 2006, USFWS stated that concurrence was
still valid for this project but requested another survey for Carolina Heelsplitter. On April
18, 2006, another survey for Carolina Heelsplitter was conducted by NCDOT personnel
R-?_510.=1 Indii~iclual Per•r~rit .~~~/~lication Pu,;e 4

in Sixmile Creek and found no endangered mussels. Surveys for Michaux's Sumac and
Smooth Coneflower were conducted on June 13, 2006 with no specimens found.
Table 1. Federally Protected Species for Mecklenbur~,~/Union County
Common Name Scientific Name Habitat Status Biological Conclusion
Schweinitz's Sunflower Helianthrr.c sclnveinit%ii Yes Endangered o Effect
Carolina Heelsplitter asrrrigonu clecoruta es Endangered May Effect, Not Likely to Adversely Effect
ichaux's Sumac lrus rnichcruxii es Endangered No Effect
Table 2. Additional Federally Protected Species for Mecklenburg County
Common Name cientific Name Aabitat Status iological Conclusion
Bald Eaule crlirrcetus o Threatened o Effect
_ ]eucr~ceplurlr~.c
Smooth Conetlower chirrcrcecr laci~igata es Endangered o Effect
A January 7, 2003 letter from North Carolina Wildlife Resource Commission (NCWRC)
requested `Design Standards for Sensitive Watersheds' for this project because at the time
of writing the potential presence of the endangered Carolina heelsplitter mussel had not
been resolved. The mussel surveys conducted by NCDOT in August 2004 and April 2006
found no endangered mussels therefore, we believe `Design Standards for Sensitive
Watersheds' for this project is not warranted.
INDIRECT CUMULATIVE IMPACT ANALYSIS
Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H
.0506(b)(4)) require that the NCDWQ determine that a project "does not result in
cumulative impacts, based on past or reasonably anticipated future impacts, that cause or
will cause a violation of downstream water quality standards."
An Indirect and Cumulative Effects Report (ICE) was completed for this project in June
2005 and forwarded to NCDWQ. Project related growth effects to study area natural
resources are expected to be moderate. All other projected indirect impacts should be low
to negligible. Additional copies of the report are available upon request.
CULTURAL RESOURCES
Archaeology & Historical Structures: Archaeological resource survey work was
conducted to determine if significant archaeological resources might be disturbed. In a
letter dated October 7, 1999, two recorded archaeological sites were studied and were
determined to be not eligible for the National Register by NCDOT archaeologists with
concurrence from the State Historical Preservation Officer (SHPO). See attached letter.
In a letter dated August 17, 1998, SHPO stated that the John Walker Matthews House and
the Howard Family F(ouse in Weddington are eligible for the National Register. The
proposed project will have no adverse effects upon these two properties if the road
widening takes place on the opposite side of the road. See attached letter.
K-Z>IOA Indivickial Permit Application Page S

FEMA COMPLIANCE
Mecklenberg/Union Counties are currently participants in the National Flood Insurance
Regular Program. The NC 16 widening project is currently in compliance with FEMA
regulations. The replacement of the box culvert on Sixmile Creek with a bridge will
increase flood plain area. Therefore, no further studies are required.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included
in the list of study rivers (Public Law 90-542, as amended).
MITIGATION
The Corps of Engineers has adopted, through the Council on Environmental Quality
(CEQ), a wetland mitigation policy that embraces the concept of "no net loss of
wetlands" and sequencing. The purpose of this policy is to restore and maintain the
chemical, biological, and physical intebn-ity of the Waters of the United States. Mitigation
of wetland and surface water impacts has been defined by the CEQ to include: avoiding
impacts, minimizing impacts, rectifying impacts, reducing impacts over time and
compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660. I A (Preservation of the Nations
Wetlands), emphasize protection of the functions and values provided by wetlands.
These directives require that new construction in wetlands be avoided as much as
possible and that all-practicable measures are taken to minimize or mitigate impacts to
wetlands.
Avoidance and Minimization: This project has been designed using asymmetrical
widening. Using this method, the department has avoided impacting many wetlands and
streams and reduced impacts to wetlands to the greatest extent practicable. Other specific
examples of avoidance and minimization measures include:
• The removal of a four barrel culvert carrying Sixmile Creek and replacing the
structure with a bridge that spans the creek.
• The removal and replacement of all perched culverts. These structures will be buried
a minimum of 1 foot to accommodate the passage of aquatic organisms.
• 2:1 slopes in wetlands
• Preformed scour holes and energy dissipation basin
• The project will be built along existing roadway thereby minimizing impacts to
natural resources
• Bottom slab from culvert removal in Sixmile Creek left in place to minimize
disturbance to the stream
R-?_SIOA /ruliridt~cil Perniit Application Pale 6

• Desigm Standards in Sensitive Watersheds will be implemented to minimize
erosion/sedimentation loss during construction phase with any temporary or
permanent herbaceous vegetation to be planted on all bare soil as soon as possible and
within 15 working days of round disturbing activities to provide long-term erosion
control.
Compensatory Miti anon: Based upon the agreements stipulated in the "Memorandum of
Agreement Among the North Carolina Department of Environment and Natural
Resources, the North Carolina Department of Transportation, and the U.S. Army Corps of
Engineers, Wilmington District" (MOA), it is understood that the North Carolina
Department of Environment and Natural Resources Ecosystem Enhancement Program
(EEP), will assume responsibility for satisfying the federal Clean Water Act
compensatory mitigation requirements for NCDOT projects. The offsetting mitigation
wild derive from an inventory of assets already in existence within the same 8-digit
cataloguing unit. The Department has avoided and minimized impacts to jurisdictional
resources to the greatest extent possible as described above. The remaining, unavoidable
impacts will be offset by compensatory mitigation provided by the EEP program. EEP
will provide mitigation for 0.91 acre of riverine wetland, 0.37 acre of nonriverine wetland
and 458 linear feet of stream impacts. A copy of this acceptance by the EEP is included in
this application package.
REGULATORY APPROVALS
Application is hereby made for a Department of the Army for a Section 404 Individual
Permit and a Section 401 Water Quality Certification for the above described activities.
In compliance with Section 143-215.3D(e) of the NCAC we will provide $475.00 to act
as payment for processing the Section 401 permit application previously noted in this
application (see Subject line). We are providing five copies of this application to the
North Carolina Department of Environment and Natural Resources, Division of Water
Quality. NCDOT requests a permit expiration date of five years from date of issue to
allow for completion of project construction.
Thank you for your assistance with this project. If you have any questions or need
additional information, please contact Mr. Jeffrey Hemphill (9l 9) 715-1458. A copy of
this application will also be posted at
www.ncdot.or ~,'doh/preconstruct/pe%ncuipennit html.
Sincerely ~~``
~.
~'~ Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
R-25lOA Individual Permit Application paK~, ~

W/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA -Whittier, NC
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Barry Moose, P.E., Division Engineer
Mr. Larry Thompson, 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, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Carl Goode, PE
Mr. Wayne A. Jacas, PDEA
R-251 DA Individual Permil,4pplication Page 8

_ APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 071-0003
(33 CFR 325) Expires December 31, 2004
The public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require 5
hours or less. This includes time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions fog
reducing this burden to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis
Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503.
Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of
information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications
must be submitted to the District En ineer havin jurisdiction over the location of the proposed activity
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act,
Section 103, 33 USC 1413. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This
information maybe shared with the Department of Justice and other federal, state, and local government agencies. Submission of requested information is
voluntary, however, if information is not provided, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not
completed in full will be returned.
ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4.DATE APPLICATION COMPLETED
ITEMS BELOW TO BE FILLED BY
5. HPPLII:AN I S NAMt 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required
Gregory J. Thorpe, Ph.D., Environmental Management Director Not applicable
Project Development and Environmental Analysis
North Carolina Department of Transportation
6.APPLICAN 15 ADDRESS 19. AGENTS ADDRESS
1598 Mail Service Center
Raleigh, North Carolina 27699-1548
7. APPLICANTS PHONE NOS. WITH AREA CODE 10. AGENTS PHONE NOS. WITH AREA CODE
a. Residence a. Residence
b. Business 919 715-1458 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, ------------------------------------------------- to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
APPLICANT=S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE(see instructions)
NC 16 Widening, State Project No. 8.1672801, TIP No. U-2510A
13. NAME OF WATERBODY, IF KNOWN (if applicable) 114. PROJECT STREET ADDRESS (if applicable)
Sixmile Creek (DWO# 11-138-3) & Flat Branch (DWO# 11-138-3-2) NA
LOCATION OF PROJECT
Mecklenberg/Union NC
COUNTIES STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
Please see attached cover letter
17. DIRECTIONS TO THE SITE
See the attached permit drawings: Sheet 1 of 23
18. Nature of Activity (Description of project, include all features)
Transportation Improvement Program (TIP) project U-2510A
Widening of NC16 (Old Providence Road) to a four-lane divided highway for 3.6 miles from south of SR 2948 (Rea Road Extension) to I-485 (Charlotte Outer Loop)
These improvements are proposed to increase carrying capacity of the existing facility and safely provide increased accessibility between Weddington-Union Count)
and Charlotte-Mecklenburg County.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
These improvements are proposed to increase carrying capacity of the existing facility and safely provide increased accessibility between Weddington-Union Count)
and Charlotte-Mecklenburg County.
USE BLOCKS 20-22 IF DREDGED ANDlOR FILL MATERIAL IS TO BE DISCHARGED

20. -Reason(s) for Discharge
Widening of existing roadway will impact jurisdictional waters of the US
21. Yype(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Discharge materials will consist of earthen fill 8 riprap. See the attached permit drawings for fill impacts in acres: Sheet 4 of 23
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
See impact summary table in the attached permit drawings: Sheet 4 of 23
23. Is Any Portion of the Work Already Complete? YES_ NO X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a
supplemental list).
Please see affected adjacent landowner table in the attached permit drawings.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
Agency Type approval* Identification number Date applied Date approved Date Denied
'Would include but is not restricted to zoning, building, and flood plain permits.
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information is this application is complete
and accurate Furth certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
SIG UR F APPLICANT (~~~~ ~, 1 ~DkA,~~' D~ SIGNATURE OF AGENT DATE
The application must be signed by/the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the
statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manor within the jurisdiction of any department or agency of the United States knowingly and willfully
falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or
uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statements of entry, shall be fines not more than $10,000 or
imprisoned not more than five years or both.

-F~co,-((\_\/~~~\~~/)stem
PROGRAM
June 6, 2006
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
U-2510A, NC 16 (Old Providence Road) Widening from NC 84 (Rea
Road Extension) to South of I-485 (Charlotte Outer Loop), Mecklenburg
and Union Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the wetland and stream mitigation for the subject project. Based on the
information supplied by you in a letter dated April 24, 2006, the impacts are located in CU
03050103 of the Catawba River Basin in the Southern Piedmont (SP) Eco-Region, and are as
follows:
Riparian Wetland Impacts: 0.9099 acre
Non-Riparian Wetland Impacts: 0.3747 acre
Stream Impacts: 458 feet
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you
have any questions or need additional information, please contact Ms. Beth Harmon at (919) 715-
1929.
Sincerely,
~•
Wil ' D. Gilmore, P.E.
EEP Director
cc: Mr. Steve Lund, USACE-Asheville
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-2510A
North Carolina Ecosystem Enhancement Program,16S2 Mail Service tenter, Raleigh, NC 21699-I6S2 / 919-115-0416 / wNww.nceep.net

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North Carolina Department of Cultural Resout•ces '
State Historic Preservation Office
lames B. Hunt 1r., Governor Division of Archives and Hiaory
Bctty Ray McCain SeaetstY Jeffrey J. Crow, Director
Cktober 7, 1999
William D. Gilmore, PE, Manager
Project Development and Environmental Analysis Brandt
Division of Highways
Department of Transportation
1518 Mail Service Center
Raleigh, NC 27699-1513
Re: NC 16, from NC S1 to ecistittg four lanes. S.1 G72SU 1. L`-2510, Mecklenburg and Union Cowtties, ER 91-8279, ER 00-
7319
Dear Mr. Gilmore:
We have received the archaeological report for the above project from NCDOT.
During the course of the survey t~vo archaeological sites here located «ltltin the project area. Lee Tippets, NCDOT
archaeologist, Itas recotntttended that no further archaeological investigation be conducted in connection with this project. We
concur with this recommendation since this project Mill trot im•ol~•e significant archaeological resources.
Tire following properties ~~•ere determined not eligible for listing in the National Register of Historic Places:
31MIC533" historic domestic site lack of rese~lrctt potential
31UN253 prehistoric litltic scatter lack of research potential
The above comments art: made pursuant to Section lOG of the National Historic Presen•ation Act of 1966, the Advison•
Councilvn Historic Presenatiott's Regulations for Compliance >,~ith Section 106, codified at 36 CFR Part 800, and to
E~ecuUve Order 11593, "Protection and Ettltancetnent of tltc Cultural Envirorunent."
Thank you for your cooperation and consideration. If }•ou Ita~~e questions concerning the above comments, please contact Ms.
Renee Gledhill-Earlcy, cn~~ronmental review coordinator, at 919x733-1763.
~;- -
Stncen„ly,
~•CL~~ ` ;; ` L'
David Brook f ~/
Deputy State Historic Presen-anon Officer ,~ G~
DB:bjs
cc: Claggett/Oliver
Tltotttas Padgett, NCDOT
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' 307 N. pluunt 5t., Ralag6 \C 4617 Mail Scrnrc Ccntcr, Italrigh hC 27699-1617
' (919)777-
7342nt3•2671
733
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' 721 N [3luunt St., Italrigh KC 4619 Mail Srrvicr C~hurr, Ralr~gh NC 2769
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OR:ITION 313 N. [iluunt St., Italrigh \~ 4611 ~faJ 5rrvicc Ccntcr, It:ilcigh NC 27699-4G 13 (917)733-
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North Carolina Department of Cultural Resources
James B. Hunt 1r., Governor
Betty Ray McCain, Secrcwry
August 17, 1998
MEMORANDUM
TO: William D. Gilmore, P.E., Manager
Planning and Environmental Branch
Division of Highways
Department of Transportation
FROM: David Brook ~`, `, ~•G;(~l~-j i ~.'",, "`C..
Deputy State Wistoric Preservation Officer
SUBJECT: NC 16 from Rea Road extension to
Charlotte Outer Loop, Union and
Mecklenburg Counties, U-2510A, 98-E-
4220-0813
Division of Archives and History
kffrcy !. Crow, Director
Q/CEIV O
~ ~ AUG 2 0 1998 '-
~,
~7~ DIVISION CF ~ r
~~
In our letter of July 27, 199$, to you concerning the above project, we requested
an opportunity to meet to discuss what effects the project would have on the
National Register-eligible John Walker Matthews House and the Howard Family
House. We now realize that an effects determination was made at a June 1 3,
1996, meeting, and that a concurrence form was signed agreeing that the project's
effects on the properties would not be adverse if widening takes place on the
opposite side of the road. In addition, the North Carolina Department of
Transportation agreed to provide us with an opportunity to review the plans once
they are complete and to comment on the access provided for the properties. We
apologize for our oversight.
~,t -
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill-Earley, environmental
review coordinator, at 919/733-4763.
DB:slw
cc: N. Graf
B. Church
Monroe-Union County Historic Properties Commission
i

Subject: Draft Minutes of the Interagency Drainage Review Meeting (4B) on
November 22, 2004 for U-2510A Mecklenburg and Union Counties.
Team Members: Participants:
Steve Lund - USACE PRESENT Marshall Clawson - NCDOT Hydraulics Unit
* Brian Wrenn - NCDWQ ABSENT Dan Duffield - NCDOT Hydraulics Unit
Marla Chambers -NCWRC PRESENT Jamie Byrd - Transite Consultant Engineers
Undrea Major - NCDOT PDEA ABSENT Roy Girolami - NCDOT Structures Design
Chris Underwood - NCDOT ONE PRESENT Larry Thompson - NCDOT/DIV 10
Chris Militscher - USEPA PRESENT Joel Howard - NCDOT/DIV 10
Marella Buncick - USFWS ABSENT Aldie Whitmore - NCDOT/DIV 10
Danny Puryear -Project Services Utilities
*Substitute -John Hennessy PRESENT Teresa Bruton -Roadway Engineer Coordination
The meeting began 3:15 pm.
Comments via a-mail from Marla Chambers -NCWRC
I'm unable to attend, but I have reviewed the preliminary plan sheets. I don't see very many crossings, but
concur with the bridge over Six-Mile Creek, which is 303(d) waters. My main concern is with stormwater
treatment and use of curb and gutter. This is a rapidly growing area of our state, with increasing
imperviousness. Stormwater treatment needs to be provided along the project to prevent further
degradation of water quality. Low Impact Development techniques are recommended. We would also like
to encourage NCDOT to consider using non-impervious materials to construct sidewalks.
Marshall (MC) -Brief Project TIP
ALL -Introduction of all
John Henessy (JH) -Has avoidance and minimization been met on this project?
Discussion -About avoidance and minimization and project length, etc.
Teresa Bruton (TB) -Overview of alighnement, typical, project length, logical termini of project.
(JH) -What about the whole project U-2510?
(MC) -The "B" section is built to the north. B came first and now A there are no other projects for U-2510
Chris Militscher (CM) -Where is the county line?
(MC)(JB) - At the culvert at Six Mile Creek
(CM) -Who's the PD&EA Manager?
(MC) -Undrea Major
(CM) -When was the EA complete?
Chris Underwood (CU) - 2002
Sheet 4:
(JB) -Overview
Sheet 5:
(JB) -Overview of drainage

(JH) - Endangered Species`?
(CU) -None
Steve Lund (SL) -What's the median width?
(JB) - 1 T 6"
Sheet 6:
(JB) - Overview of drainage
(CM) -What's the design speed?
(TB) -Designed for 50 posted for 45
(JH) -Jurisdictional streams?
(JB) -Yes, there are a few JD calls but we haven't gotten to them yet
Sheet 7:
(JB) - Overview of drainage -Impacts to pond and wetland
(JH) -Why shift the road toward the pond?
(JB)- We were told to stay off the Historical Site
(JB)- Continue the overview of drainage and keeping the offsite separate from the roadway drainage
Sheet 8:
(JB) - Overview of drainage
Discussion about realignment of Weddington -Matthews Road
(JH) -How much additional impacts?
(JB) -What surface water and wetland impacts?
(JH) -Yes
(SL) -The amount will decide if its an individual permit or EA
Discussion on safety, traffic, and the church
(CM) -Wants to see all alternates for the Y-line relocation
(CM) -Wants to have a 4A meeting
(JH) -Yes, impacts plus possibly a 4A meeting
(CM} -What would be the typical?
(TB) - 2 lane with 8' shoulders
(CM) -What about funding?
(TB) - It was looked at both ways, with the current project and as a separate project
Discussion about the additional impacts
(JB) -Continue with overview
Sheet 9:
(JB) -Overview of drainage
Sheet 10:
(JB) -Overview of drainage -Treatment of offsite because of an uneconomical remnant left over. Huge
sliver adjacent to the R/W. Going to ditch and treat offsite drainage and keep it separate from DOTS
drainage. The crossing is JD.

Sheet 1 I
(JB) -Overview of drainage
Sheet 12:
(JB) - Overview of drainage. RCBC is existing and we are replacing it with a bridge.
Discussion about removal of RCBC.
(JH) -Would like to see it removed
Sheet 13:
(JB) - Overview of drainage.
Sheet 14
(JB) -Overview of drainage. Wetlands and a JD stream. Offsite is maintained separate from roadway
drainage. PSH and energy dissipaters in the wetlands in the wetlands.
(JH) -Rock splash pads are fine as long as you have less than 2 ft/sec on a 10 year event.
(CM) - Whats the total impact on the wetlands?
(MC) - We can get that for you (550'x 60'=33000) / 43,560 = 0.75 ac which is greater than 0.5 ac so the
permit will be an IP
Sheet 15
(JB) - Overview of drainage. Drainage to pond on Golf Course.
Sheet 16
(JB) -Overview of drainage.
(CM) -What's the length of this project?
(JB) - 3.6 miles
(JB) -Continue with overview
Sheet 17
(JB) -Overview of drainage and replacement of 3'x 5' RCBC with a 72" pipe
(JH) -Why widen away from the Development? Wiping out the wetland
(TB) - It's a straight tangent.
(JH) -What's the Wetlands quality?
(CU) -None of the wetlands on this project are high quality.
Sheet 18
(JB) -Finish drainage review
Any outstanding questions or concerns about avoidance and minimization?
(CM) -None
(SL) -None
(JH) -Last Wetland
Meeting Adjourned 4:40 pm

Subject: Draft Minutes of the Interagency Drainage Review Meeting (4C) on
May 11, 2005 for U-25IOA Mecklenburg and Union Counties.
Team Members:
Steve Lund -USAGE
Brian Wrenn -NCDWQ
Marla Chambers -NCWRC
*Undrea Major - NCDOT PDEA
Chris Underwood - NCDOT ONE
Chris Militscher - USEPA
Marella Buncick - USFWS
*Substitute -Charles Cox -PDEA
The meeting began 2:00 pm.
Participants:
PRESENT Marshall Clawson - NCDOT Hydraulics Unit
PRESENT Dan Duffield - NCDOT Hydraulics Unit
ABSENT Jamie Byrd - Transite Consultant Engineers
ABSENT Roy Girolami - NCDOT Structures Design
PRESENT Aldie Whitmore - NCDOT/DIV 10
PRESENT Mark Staley- Roadside Environmental
PRESENT Polly Lespinasse -NCDWQ
PRESENT
Comments via a-mail from Marla Chambers -NCWRC
Sorry I won't make it to the meeting. I've reviewed the plans and don't see any major concerns. I would still
like to see stormwater treatment maximized. It would be nice to have some additional info on the wetland on
sheet 14. (how large is the wetland, what quality, etc.) I would also like to encourage the use of floodplain
drains (flood overflow pipes) in the road fill in the floodplains that will spread out flood flows, not channel
them through a narrow location, which should reduce stream channel impacts up & downstream and reduce
flooding. Also I noticed that in the last meeting minutes, there was a request fora 4A meeting & alternatives
for the Y-line relocation on sheet 8. What has happened with that?
Marshall (MC) -Brief Project description and TIP
ALL -Introduction of all
Jamie Byrd (JB) -Permit Review so we'll be looking at the permitted sites only
Site 1 -Pond
JB -Overview of impacts
Brian Wrenn (BW) - is the pond going to be drained?
JB - No
Steve Lund (SL) -Where are the site numbers
JB- Explained that there were some plotting problems, this will be corrected
Discussion about pond and also Weddington Road being realigned. Per the Division the road is currently
staying where it is.
Mark Staley (MS) -What about the impacts around the pond? We'll need some room for erosion control.
JB - So, what do you need me to show?
MS -Dots/stars with Cross hatching, basically a double pattern

Discussion about how to show the impacts, weather to show dots, dots w/cross hatching, just show the
impact on the summary or what.
Chris Militscher (CM) -Just Note it on the table
SL -Temporary fill'?
MS -Yes, basically silt fence and temporary stone
MC - So, the drawings stays the same, just note it on the summary
SL - No, it needs shown on the plan view as well
SITE 2 Surface Water Impacts
JB -Overview of Impacts
SL -New pipe?
JB -Yes
BW -Any Diversion channels?
JB - No
MC -That's only on larger structures
Charles Cox (CC) -Are we raising the grade some?
JB - 4' to 5' at the max (most extreme point) it's general construction
Marella Buncick (MB) -outlets downstream of the pond?
JB -Yes
SITE 3 Bride
JB -Overview of culvert removal by the division
BW -Shouldn't the impacts be temporary instead of permanent
JB - It's a culvert removal
BW -Still the impacts are temporary
Discussion about impacts
MC -Chris just needs to subtract out the 40'
BW -Subtract out the impacts and note as restoration
Chris Underwood (CU) -Right
SL -Just note on the summary as "No Channel Loss"

More discussion about how much culvert to remove
Everyone is agreeing to remove the top slab and all of the sides and leave the bottom.slab
BW - No deck drains over the water
JB -Some deck drains are required for safety/spread reasons, but none directly over water
SITE 4 Surface water impacts and wetlands
MS -Same question about temporary fill in the wetlands it needs a special hatching with dots/stars
JB -Overview
JB -Crossing is being taken out separate we are not adding any surface water run off to the stream
JB -Question to Roadside, show this entire length as temporary fill
MS -Yes
SITE 5 Surface water impacts and wetlands
JB -Overview of surface water impacts and small wetlands associated with the culvert replacement
BW - Is this a total take
JB - No we don't know how far the wetlands extend
BW - It looks like a small wetland
MC -Need to get Chris out there to look at it.
SL -Just have Larry Thompson look at it
JB - He need to look at both sites 4 and 5 and make a call as to where the limits extend to
Meeting adjourned at 3:00 pm

Temporary Fill in Wetlands for Erosion & Sediment Control Measures:
The areas permitted for Mechanized or Hand Clearing in Wetlands on this project will
include zones for Temporary Fill in Wetlands for Erosion & Sediment Control Measures.
The Erosion and Sediment Control Measures that are considered temporary fill includes
Special Sediment Control Fence and/or Temporary Rock Silt Check(s) Type A.
Special Sediment Control Fence:
Special Sediment Control Fence shall be placed as shown on the plans or as directed by
the Engineer. The Special Sediment Control Fence shall consist of steel posts, '/ inch
hardware cloth, and sediment control stone. The sections of Special Sediment Control
Fence shall serve as drainage outlets for Silt Fence and each section shall not exceed 10
ft. (3 m) in length and 2 ft. in width (0.6 m).
Materials:
(A) Posts:
Steel posts shall be at least 5 feet (1.5 m) in length, approximately 1 3/8 inches (35 mm)
wide measured parallel to the fence, and have a minimum weight of 1.251b/ft (1.86 kg/m)
of length. The post shall be equipped with an anchor plate having a minimum area of
14.0 square inches (9000 square millimeters), and shall have a means of retaining wire in
the desired position without displacement.
(B) 1/4 inch (6.4mm) Hardware Cloth:
Hardware cloth shall have 1/4 inch (6.4mm) openings constructed from #24 gauge wire.
The hardware cloth shall be installed according to Standard Drawing No. 1606.01 with a
minimum of 2 ft. (0.6m) of the cloth placed on the ground beneath the Sediment Control
Stone.
(C) Sediment Control Stone:
Sediment control stone shall meet'the requirements of Section 1005 of the 2002 Standard
Specifications for Roads and Structures. Install stone according to Standard Drawing No.
1606.01.
Maintenance and Removal:
The Contractor shall maintain the special sediment control fence until the project is
accepted or until the fence is removed. The Contractor shall remove and dispose of silt
accumulations at the fence when so directed by the Engineer in accordance with Section
1630 of the 2002 Standard Specifications for Roads and Structures. The special sediment

SCALE
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECgLENGURG/UNION COUNTY
PROJECT: 34813.1.1 (U-2510A)
1000 0 2000 NC 16 WIDENING
SHEET 2 OF ?~ Ol / 25 / 05
REVISED 11/7/0;

Project No. 34813.1.1 (U-2510A)
Property Owner List
Parcel Number Name Address
12 Grace S. Varda 127 Bluebird Lane
Weddington, NC 28173
13 Harry F. Short 149 Providence Road South
Weddington, NC 28173
14 Robin R. Branstrom 314 Eastover Road
Charlotte, NC 28207
15 Roderick J. Smith 401 Henderson St.
Mt. Olive, NC 28365
27 Fifty-Four Investment, LLC 4517. Randolph Road
Charlotte, NC 28211
29 Micheal T. O'Brien 13429 Providence Road
Mathews, NC 28105
48 Cy N. Bahakel P 0 Box 32488
Charlotte, NC 28232
64 Hargett, LLC 210 Franklin Street
Pineville, NC 28134
79 Maggie B. Moore 5117 Allison Lane
Charlotte, NC 28277
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENGURG/UNION COUNTY
PROJECT: 3813.1.1 (U-2510A)
NC 16 WIDENING
SHEET ~ OF ?- 3 Ol / 25 / 05
REVISED 11 / 7 / 05

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LEGEND

---W
B PROPOSED BRIDGE
L
--- WETLAND BOUNDARY

yI1,B---~ PROPOSED BOX CULVERT
~
~
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`;
E WETLAND
`_
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PROPOSED PIPE CULVERT
~i~j~~ DENOTES FILL IN
/~'////%~ WETLAND (DASHED LINES DENOTE
EXISTNG STRUCTURES)
S S DENOTES FILL IN
SURFACE WATER
DENOTES FILL IN SINGLE TREE
P SURFACE WATER
(POND) _rn-L~r!~r!~r~n-L WOODS LINE
T T DENOTES TEMPORARY
FILL IN WETLAND ^ DRAINAGE INLET
DENOTES EXCAVATION
CLL1~ IN WETLAND ROOTWAD
S TS DENOTES TEMPORARY
FILL IN SURFACE WATER
RIP RAP
* *
*
* DENOTES MECHANIZED
*
*
* * * CLEARING
ADJACE NT PROPERTY OWNER
O
OR PARCEL NUMBER
- BZ = RIPARIAN BUFFER ZONE IF AVAILABLE
F- F- FLOW DIRECTION
TB
-`~
TOP OF BANK
RIP RAP ENERGY
-••--~'!E.- -- EDGE OF WATER ~
S DISSIPATOR BASIN
-- ~ -- PROP. LIMIT OF CUT
-- F -- PROP. LIMIT OF FILL

PROP. RIGHT OF WAY
-- NG -- NATURAL GROUND
--PJ--- PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE - PERMANENT DRAINAGE
EASEMENT
--EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
--Epg-- EXIST. ENDANGERED
PLANT BOUNDARY
-••---~•--••- WATER SURFACE
XXX XX LIVE STAKES
BOULDER
-- COIR FIBER ROLLS
N.C. DEPT. OF TRANSPORTATION
DIVISIO.AT OF HIGHWAYS
MECgLENBURG/UNION COUNTY
PROJECT: 3813.1.1 (U-2510A)
NC 16 WIDENING

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