20100782 Ver 1_Application_20100917

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
September 7, 2010
Dear Madam:
1007 82
EUGENE A. CONTI, JR.
SECRETARY
c`P 1 .' 2u18
tVETlR1IDSNR. WATEf; 0,1AIITy
AND S76F"t ,-A7ER BR,,10ry
Subject: Recension of Application for an Individual Section 404 and Section 401
Water Quality Certification for the widening of NC 49 from East of NC 73 to
East of SR 2630 (Cline Road) in Cabarrus County.
and
New Application for an Individual Section 404 and Section 401 Water
Quality Certification for the widening of NC 49 from East of NC 73 to East of
SR 2630 (Cline Road) in Cabarrus County.
Federal Aid Project No. NHS-0049(26), Division 10, TIP No. R-2533CC. Debit
$570 from WBS 34448.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to widen the existing 2-
lane section of NC 49 to a 4-lane divided highway. The total length of the project is
approximately 2.1 miles. This new permit application addresses changes following review of the
previous application (dated April 12, 2010) by the permitting agencies. Incorporated in this
application are new impacts and additional avoidance and minimization opportunities suggested
by the permitting agencies. Please see the enclosed ENG 4345, NCEEP mitigation acceptance
letter, merger 4B and 4C meeting minutes, Rapanos jurisdictional determination form, State
Stormwater Management Plan, permit drawings, and design plans for the above referenced
project. An Environmental Assessment (EA) and Finding of No Significant Impact (FONSI)
have been completed and distributed for this project. Also, an Indirect and Cumlative Effects
Assessment was completed and distributed in October 2006. Additional copies of these
documents are available upon request.
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Sarah Hair
NCDOT Coordinator
J

:/
Purpose and Need:
The purpose of this project is to provide a higher level of service for the user and to provide safer
and more efficient travel along NC 49. NC 49 from Charlotte to Asheboro, along with US 64
from Asheboro to Raleigh, basically parallels I-8511-40 from Charlotte to Raleigh. Several
widening projects have been developed in NCDOT's Transportation Improvement Program that
provide a multi-lane cross section along the NC 49/US 64 corridor between Charlotte and
Raleigh. This corridor can act as a relief for the busy I-8511-40 corridor by providing an
alternative high speed route between Raleigh and Charlotte via Asheboro.
Summary of Impacts:
The project will permanently impact 0.31 acres of wetlands, 3,060 linear feet of streams, and
temporarily impact 480 linear feet of streams.
Summary of Mitigation: The project has been designed to avoid and minimize impacts to
jurisdictional areas throughout the NEPA and design processes. Compensatory mitigation for
proposed impacts to jurisdictional streams and wetlands will be accomplished by off-site
mitigation provided by NCEEP. It is proposed that no mitigation be required of 49 linear feet of
permanent stream impact due to bank stabilization.
NEPA DOCUMENT STATUS
An EA was prepared for the entirety of R-2533 (NC 49 in Harrisburg to the Yadkin River) in
March 1994. A FONSI was prepared in October 1994. A reevaluation of these documents as
pertaining to Sections CC and CD was completed in August 2009. Additional copies will be
provided upon request.
MERGER PROCESS SUMMARY
Due to its limited scope and age, this project was not a part of the formal merger process.
However informal 4B and 4C meetings were held with agency personnel on November 19, 2008
and March 18, 2009, respectively, to review the project.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address environmental
matters on a broad scope,
(2) The project is usable and a reasonable expenditure, even if no additional transportation
improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
In discussions with Steve Lund (USACE), it was agreed that section CC of this project had
independent utility.
R-2533 CC Individual Permit Application Page 2 of 11

PROJECT SCHEDULE
R-2533CC calls for an April 19, 2011 let date, and a review date of March 1, 2011, however the
let date may advance as additional funding becomes available. This application provides final
design and impacts for the project.
The table below gives the project limits and projected let dates for each section of the NC 49
project.
R-2533 Project Schedule
Section Project Limits Let Date
R-2533 A Harrisburg to east of SR 1155 December 2001 (Complete)
R-2533 B East of SR 1155 to east of SR 2630 June 2002 (Complete)
R-2533 CC East of SR 2630 to east of NC 73 Aril 19, 2011
R-2533 CD East of NC 73 to SR 2444 Post Year
R-2533 CB SR 2444 to US 52 Post Year
R-2533 D US 52 to the Yadkin River Post Year
RESOURCE STATUS
Wetland delineations:
Potential wetland communities were investigated pursuant to the 1987 Corps of Engineers
Wetland Delineation Manual. Ms. Polly Lespinasse of the North Carolina Division of Water
Quality visited the site on September 4, 2008. Information from this site visit was forwarded
along with follow-up information on March 20, 2009 to Mr. Steve Lund of the U.S. Army Corps
of Engineers for a jurisdictional determination. On March 11, 2010 a site visit was conducted
with Ms. Sarah Hair (USACE) to review the streams and wetlands on the project. An additional
wetland was discovered on May 18, 2010. Corresponding information regarding this wetland
was provided to Ms. Hair in a letter dated June 18, 2010. With this application NCDOT requests
a jurisdictional determination for R-2533CC.
R-2533CC Stream Classifications
Permit
Site No. Stream Name Sub-basin Stream Index
No. Best Usage
Classification
1 Adams Creek and UTs 03-07-12 13-17-11-7 C
2 McAllister Creek 03-07-12 13-17-11-7-1 C
4,5,6,7,8,9 UTs to McAllister Creek 03-07-12 13-17-11-7-1 C
All streams impacted in the project area are perennial
R-2533CC Individual Permit Application Page 3 of 11
Impacts to Waters of the United States
Each impact is described below, in detail. Site and station numbers correspond with the permit
(hydraulic) drawings included in this application.
Wetland Impacts
Permit Permanent Temporary Mitigation Ratio
Site No. ac ac
1 0.03 2:1
3 0.20 2:1
5 0.09 2:1
Total 0.31 --
All wetlands impacted are riparian wetlands.
Site 1: There will be 0.025 acre of permanent impact to a wetland due to roadway fill and the
placement of 750 mm RCP to handle stormwater. This impact is considered a "total take" of the
wetland (Permit Drawing Sheet 12 of 51).
Site 3: There will be 0.20 acre of permanent wetland impact due to roadway fill. This impact is
considered a "total take" of the wetland (Permit Drawing Sheet 15 of 51).
Site 5: There will be 0.09 acre of permanent wetland impact due to roadway fill. This impact is
considered a "total take" of the wetland (Permit Drawing Sheets 23 of 51 and 33 of 51).
R-2533CC Individual Permit Application Page 4 of 11
Surface Water Imnacts
Permit Site Permanent Temporary Mitigation
Stream Name Source of Impact
act
No. I ac Ratio
3 3.7x3.7 RCBC 108 0.07 2:1
1 Adams Creek and Bank Stabilization 98 1:1
UTs
UT Channel

Relocation 36 2:1
1A 11.Ox2.7
46 0.12 2:1
2 McAllister Creek Bottomless Culvert

Bank Stabilization 39*
UT to McAllister 4 2.7x2.7 RCBC 361 0.01 2:1
4 Creek
Bank Stabilization
46
--
1:1
UT to McAllister 1050 mm RCP 837 2:1
5 Creek
Bank Stabilization
10
--
1:1
UT to McAllister 4 2.7x2.7 RCBC 390 0.02 2:1
6 Creek
Bank Stabilization
49
--
1:1
1@1650mm RCP
UT to McAllister
7 I@I800mm RCP 902 0.01 2:1
Creek
I 450mm RCP
1@600mm RCP 10 2:1
UT to McAllister
8 Creek
Bank Stabilization 10* -- --
UT to McAllister
9 450mm RCP 118 2:1
Creek
Total 3060 0.23
*No mitigation is proposed for this impact (see Compensation section on page 7 for explanation).
Site 1: There will be 108 linear feet of permanent stream impact and 125 linear feet of temporary
impacts to Adams Creek due to the replacement and extension of the existing three barrel culvert.
In addition, there will have 98 feet of permanent impact due to bank stabilization on the
downstream side of the culvert. Of this, 91 feet of the bank stabilization will be used to construct
a floodplain bench on the east side. There will be 36 linear feet of permanent stream impact to a
UT to Adams Creek where the channel will be relocated away from the headwall of the proposed
new culvert (Permit Drawing Sheet 12 of 51).
Site 2: There will be 46 linear feet of permanent stream impacts and 184 linear feet of temporary
stream impacts to McAllister Creek due to the removal of the existing culvert and placement of a
bottomless culvert. The permanent impact is due to the areas where the sides of the bottomless
culvert comes into contact with the bed of the stream channel. Additionally, there will be 39
linear feet of permanent impact to McAllister Creek due to bank stabilization where ditches tie-in
above the inlet of the structure (Permit Drawing Sheet 15 of 51).
R-2533CC Individual Permit Application Page 5 of 11

Site 4: There will be 361 linear feet of permanent stream impacts and 62 linear feet of temporary
stream impacts to a UT to McAllister Creek due to the replacement of existing culverts, the
extension of the culvert crossing NC 49 and the relocation of the stream between the two
structures. There will be an additional 46 feet of permanent impact to the UT due to bank
stabilization where a ditch enters the stream at the inlet of the NC 49 culvert and at the outlet of
the culvert crossing the shopping center entrance (Permit Drawing Sheet 20 of 51).
Site 5: There will be 837 linear feet of permanent stream impacts to a UT to McAllister Creek
due to the relocation of a stream. An additional 10 linear feet of permanent stream impact will
occur due to bank stabilization at the outlet of the pipe (Permit Drawing Sheets 23 of 51 and 33
of 51).
Site 6: There will be 390 linear feet of permanent stream impacts and 89 linear feet of temporary
stream impacts to a UT to McAllister Creek due to the replacement and extension of the existing
culverts. Two existing culverts will be removed and a single structure will relocate the UT at this
site (Permit Drawing Sheet 23 of 51). A side road connecting NC 73 will be relocated away
from the existing alignment resulting in the addition of a third culvert on this UT (Permit
Drawing Sheet 35 of 51). There will be 49 linear feet of permanent stream impact due to bank
stabilization at the outlet end of the new culvert on the side road (Permit Drawing Sheet 35 of 51)
and where ditches tie into the UT (Permit Drawing Sheet 23 of 51).
Site 7: There will be 902 linear feet of permanent stream impacts and 43 linear feet of temporary
stream impacts to a UT to McAllister Creek due to the relocation of the UT (Permit Drawings
Sheets 20 of 51 and 28 of 51).
Site 8: There will be 10 feet of permanent stream impacts to a UT to McAllister Creek due to the
replacement and extension of a pipe on Radcliffe Road. Additionally, there will be 10 linear feet
of permanent stream impact to the UT due to bank stabilization at the outlet of the pipe (Permit
Drawings Sheet 23 of 51).
Site 9: There will be 118 linear feet of permanent stream impacts to a UT to McAllister Creek
due to the relocation of the piped section of the stream (Permit Drawing Sheet 18 of 51).
Permanent impacts have increased by 1,015 linear feet of stream and 0.31 acre of wetland from
impacts reported in the Environmental Assessment (1994). Differences in stream impacts are
attributed to design changes and discovery of a perennial stream on NC 73, while wetland
impacts increased due to discovery of wetlands in the project area in subsequent NRTR updates.
Utility Impacts
Utility impacts on this project involve the relocation of an existing 12" ductile iron water line
which is currently installed over top of the existing RCBC. The existing culvert located at Station
12+68 -Yl Rev- (Sheet 19 of 40) will be removed and replaced with a new culvert in the same
alignment (Site 6). The new culvert will have new headwalls at locations different that the
existing box culvert with an armored open channel on the west side of -Yl Rev-. The existing
water line will be lowered in place below the new armored channel section with a minimum of
three feet of cover (below the streambed). This work is being performed in an area already
permitted for the aforementioned hydraulics work and causes no additional stream impacts.
R-2533CC Individual Permit Application Page 6 of 11
PROTECTED SPECIES
Plants and animals with a 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 January 31, 2008, the U.S. Fish and Wildlife Service (USFWS) lists two
federally protected species for Cabarrus County. A survey of suitable habitat for Schwienitz's
sunflower in the study area was conducted on September 23, 2008. No specimens were
observed. Biological conclusions of "No Effect" were rendered for both species.
Federal) protected species listed for Cabarrus Couu .
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Helianthus schweinitzii Schwienitz's sunflower E Yes No Effect
INDIRECT CUMULATIVE IMPACT ANALYSIS
An Indirect and Cumulative Effects Report was completed for the entire R-2533 project in
October, 2006 (URS Corp.). This document provides a detailed assessment of likely future
conditions in the project area. Potential changes in future land use as a result of indirect and
cumulative effects of the project were analyzed for an area radiating 1 mile along the entire
approximately 30-mile project length. The report concluded that the additional roadway capacity
provided by the project will improve existing access to the project area. This in turn will likely
increase the project area's attractiveness for development, influencing some residential and
business location decision-making. The western segment of the R-2533 project, which is
adjacent to Charlotte, in Mecklenburg County, is most likely to see large-scale residential and
commercial developments. Overall, potential Indirect and Cumulative Effects were found to
range from Low to Moderate as summarized in the report's Executive Summary Table below.
R-1533CC Individual Permit Application Page 7 of H
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Community Negligible Negligible Low Low Low Low
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KEY: Low Adverse Effect Moderate Adverse Effect High Adverse Effect
Positive Effect Negligible Effect
As the R-2533 corridor approaches Mount Pleasant, the land is zoned for residential, with only a
few scattered sites zoned for commercial, light industrial, and office/institutional. This
characteristic is maintained through the city limits of Mount Pleasant. The current proposed
project, section CC of R-2533, is located in Cabamts County, within the municipal boundaries of
the Town of Mount Pleasant. Development within Mount Pleasant is guided by the Mount
Pleasant Unified Development Ordinance (UDO). This document was completed jointly with
Cabarrus County as part of the Eastern Area Land Use Plan. Each governing body retains control
over land use within its jurisdiction. The UDO contains zoning, land use, and subdivision
regulations as well as site design standards, and environmental controls. The UDO states:
"The Town Board hereby finds that hydrologic conditions in Cabarrus County and Mecklenburg
County are similar and that it is in the public interest to maintain a uniform regional procedure
for computing the stormwater impacts of new development. Accordingly, the design of
stormwater management facilities shall be computed in accordance with Charlotte Mecklenburg
Storm Water Design Manual"
The following federal, state, and local regulations are in place in the project area to protect
surface water quality and accommodate future growth:
• EPA National Pollution_ Discharge Elimination System (NPDES) - Phase II Stormwater
Rules
• North Carolina - Water Supply Watershed Protection Act
• North Carolina - Basinwide Water Quality Planning
R-1533CC Individual Permit Application Page 8 of 11
• North Carolina - Nonpoint Source Program
• Cabarrus County - Land use and Storm Water Regulations
No currently listed 303(d) streams are located within the vicinity of R 2533CC. Adhering to the
regulations for the protection of surface waters should limit any potential direct and indirect
effects to surface water resources. Direct impacts will be avoided, minimized, or mitigated. Any
potential change in land use as a result of the transportation impact causing activities of this
project should be governed by the management practices outlined above. By actively adhering to
all regulations and commitments any potential indirect and long-term cumulative effects should
not substantially contribute to water quality degradation.
MORATORIUM
No moratoria were proposed by the NCWRC and this project does not occur in trout waters or
waters used by anadromous fish.
CULTURAL RESOURCES
Historical Structures & Archaeoloev:
An architectural survey for structures listed in the National Register or eligible for nomination to
the National Register was conducted in the project area. There are no properties in the project
area that are eligible for or are listed in the National Register of Historic Places.
No archeological sites are present in the project area.
FEMA COMPLIANCE
The NCDOT Hydraulics Unit will coordinate with the North Carolina Floodplain Mapping
Program (FMP), the delegated state agency for administering FEMA's National Flood Insurance
Program, to determine the status of the project with regard to the applicability of NCDOT's
Memorandum of Agreement with the FMP (dated 6-5-08) or approval of a Conditional Letter of
Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR).
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 OPTIONS
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning and NEPA compliance stages; minimization measures were incorporated as part of the
project design.
R-2533CC Individual Permit Application Page 9 of 11
Avoidance and Minimization:
The NCDOT has avoided impacting many wetlands and streams and reduced impacts to wetlands
and streams to the greatest extent practicable. Other specific examples of avoidance and
minimization measures include:
• The removal of the existing culvert at McAllister Creek and replacement with a
bottomless structure.
• Use of 2:1 side slopes in jurisdictional streams.
• Rip rap will be placed on the banks and not in the bottom of channels.
• Use of grass swales.
• Strict adherence to the procedures contained in Best Management Practices for Protection
of Surface Waters, as well as NC Department of Environmental and Natural Resources
(NCDENR), Division of Land Resources, Land Quality's Section's North Carolina
Erosion and Sediment Control Planning and Design Manual will aid in avoiding and
minimizing impacts to water resources and aquatic communities.
Compensation:
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. This project will cause 3,060 linear feet of permanent impact to
jurisdictional streams and 0.31 acre of permanent impact to wetlands. Mitigation will be
acquired through the use of the NCEEP for 3,011 linear feet of stream impact and 0.31 acre of
wetland impact. There are 49 linear feet of permanent impacts, due to bank stabilization, for
which NCDOT proposes no mitigation. These areas occur at Site 2 and Site 8. Total stream
impacts at these two sites do not constitute permanent impacts greater than 150 linear feet
combined for one stream. The remaining 203 linear feet of permanent impacts due to bank
stabilization will be mitigated at a 1:1 ratio. All other permanent impacts (2,708 linear feet of
streams and 0.31 acre of wetland) will be mitigated at a ratio of 2:1.
Site 2: There will be 39 linear feet of bank stabilization to McAllister Creek, where rip rap lining
a base ditch enters the creek above the inlet of the culvert. NCDOT proposes no mitigation for
the 39 linear feet of permanent impacts to this stream.
Site 8: There will be 10 linear feet of bank stabilization to a UT to McAllister Creek, where rip
rap will be placed at the outlet end of a pipe carrying the stream. NCDOT proposes no
mitigation for the 10 linear feet of permanent impacts to this stream.
REGULATORY APPROVALS
Section 404: Recension of the original application (dated April 12, 2010) is hereby made for a
USACE Individual 404 Permit.
Application is hereby made for a USACE Individual 404 Permit as required for the above-
described activities.
Section 401: Recension of the original application (dated April 12, 2010) is hereby requested for
the 401 Water Quality Certification from the N.C. Division of Water Quality.
We are hereby requesting a 401 Water Quality Certification from the N. C. Division of Water
Quality. In compliance with Section 143 215.31)(e) of the NCAC, we will provide $570.00 to
R-2533CC Individual Permit Application Page 10 of 11
act as payment for processing the Section 401 permit application previously noted in this
application (see Subject line). We are providing five (5) copies of this application to the
NCDWQ for their review and approval.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Mr. Jason Dilday [e-mail] or [phone]. A copy
of this application will also be posted at
http://www.ncdot.org/planning/pe/naturalunit/Permit.html.
Ssincerel
C .
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Jennifer Derby, USEPA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Dewayne Sykes, P.E., Utilities Unit
Mr. Mark Staley, Roadside Environmental
Mr. Barry Moose, PE (Div. 10), Division Engineer
Mr. Larry Thompson (Div. 10), DEO
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. Phillip Ayscue, NCDOT External Audit Branch
Mr. Drew Joyner, PE, Human Environment Unit Head
Mr. Clarence W. Coleman, P.E., FHWA
Mr. John Conforti, REM, PDEA Project Development Group Supervisor
R-1533CC Individual Permit Application Page 11 of 11
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
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 the 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 for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-0302; 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
persori 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 Engineer having jurisdiction
over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this forth will be used in evaluating the application for a permit. Routine
Us"''This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
requftted information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One stet 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
APPLICATION NO. 1 2. FIELD OFFICE CODE 13. DATE
I ITEMS BELOW TO BE F LLED BYAPPLICAN
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an aemn b not required)
North Carolina Department of Transportation
Project Development & Environmental Analysis
1 6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
1598 Mail Service Center
Raleigh, NC 27699-1548
7. APPLICANTS PHONE NOs. W/AREA CODE 10. AGENTS PHONE NOs. W/AREA CODE
a. Residence a. Residence
b. Business 919-031-6693 b. Business
11. STATEMENT OF AUTHORIZATION

B I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
req est, supplemental information in support of this permit application.
APPLICANTS SIGNATURE
AND
12. PROJECT NAME OR TITLE (see Fi ions)
R-2533CC
13. NAME OF WATERBODY, IF KNOWN is appitraeie)
Adams Creek, UTs to Adams Creek,
McAllister Creek and UTs to McAllister Creel,
15. LOCATION OF PROJECT
COUNTY
DATE
14. PROJECT STREET ADDRESS (N appiicebie)
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see insweicns) section, Township. Range. LatiLm, andlw Accessoe•s Pmoel Number, fw example.
17. DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter.
94
(Proponent:
.18. Nature of Activity (Description of project, include all features)
Widening the current NC 49 from a two-lane facility to a four-lane divided facility.
19. Project Purpose (Describe Uw raasan or purpose of the project, see inswctions)
The purpose of this project is to provide a higher level of service for the user and to provide safer and more efficient travel
along NC 49.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
_
20. Reason(s) for Discharge
Impacts will result from widening the roadway and shoulders, lengthening/ replacing hydraulic structures and realignment of
streams around the interchange of NC 49173.
1
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See attached cover letter.
22. Surface Area in Acres of Wetlands or Other Waters Filled (sae instructiona)
See attached cover letter.
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(e roue roan bo erterod hare, please attain a supplemernal list).
Please see adjacent property landowners page attached to the permit drawing package.
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
NIA
Wo uld 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 in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duty authorized agent
of the applicant.
(a/ cr f 7 Zolb
r
NT
TE
/
OFALICANT DA
DATE
SIGNATURE OF AGE
SIGNAT
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 manner 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 or entry, shall
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)
r ?
io tern
E aWement
PROGRAM
August 16, 2010
Mr. Gregory J. Thorpe, Ph.D.
Manager, 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:
R-2533CC, Widening NC 49 to a Four-Lane Divided Facility from East of SR 2630
(Cline Road) to East of NC 73, Cabamrs County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and riparian wetland mitigation for the subject project Based on the information supplied by
you on August 11, 2010, the impacts are located in CU 03040105 of the Yadkin River Basin in the Southern
Piedmont (SP) Eco-Region, and are as follows:
Yadkin Stream Wetlands Buffer (Sq. Ft)
03040105 Cold Cool Warm Riparian Non- Coastal
ZoneI
Zone2
SP Riparian Marsh
Impacts 0 0 3,011 0.31 0 0 0 0
feettacres
Mitigation Units 0 0 6,022 0.62 0 0 0 0
(Credits-up to 2:1)
This mitigation acceptance letter replaces the mitigation acceptance letters issued on January 26 and
February 18, 2010. EEP commits to implementing sufficient compensatory stream and riparian wetland mitigation
credits to offset the impacts.associated with this project in accordance with the N.C. Department of Environment and
Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. 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.
1929.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-
Sincerely,
"
William ilmore, P.E.
EEP Director
cc: Ms. Liz Hair, USACE - Asheville Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-2533CC Revised
Restoriyt9... EKAA"... Pro" our Stag
jAwliZA
aM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Subject: Minutes from Interagency 4B hydraulic Design Review Meeting
On November' 9, 2008 for R-2533CC in Cabarrus County
Team Members:
Steve Lund-USACOE
Polly Lespinasse-NCDWQ
Marla Chambers-NCWRC
Marella Buncick-USFWS
Kathy Matthews-EPA
Chris Militscher-EPA
Donnie Brew-FHWA
John Conforti-PDEA
Carla Dagnino-NEU
Michael Turchy-NEU
Jason Dil_day-NEU
Tawana Brooks-Div 10
General Comments:
(absent)
(present-by phone)
(present)
(present)
(absent)
(present)
(present)
(absent)
(absent)
(present)
(present)
(absent)
Participants:
Marshall Clawson, NCDOT Hydraulics
Bill Zerman, NCDOT Hydraulics
Josh Dalton, Sungate Design Group
Cathy Houser, NCDOT Roadway Design
Dave Scheffel, NCDOT Roadway Design
Bruce Klappenbach, NCDOT Structures
Marshall Clawson started the meeting by introducing the project and stating that the purpose of
the meetint- was to review the 30% hydraulic designs. PDEA will need to address the
concurrence history with the Agencies. Mr. Clawson then handed the meeting over to Josh
Dalton.
Mr. Dalton noted that the current plans show the project as,R-2533CA and the new CC section of
project ends at approximately station 234+00 -L- on Plan Sheet 12. The plans will eventually be
renumbered to eliminate the portion of the project that will not be constructed under this
contract.
Mr. Dalton also noted that the plans were currently showing the 2004 wetland delineatior, and
there is a new 2008 delineation that is being reviewed. Mr. Dalton then proceeded through the
project sheet by sheet explaining the proposed drainage design and fielding questions.
Ms. Houser noted that all right-of-way and easements shown have been purchased.
Plan Sheet 4•
Mr. Dalton noted that there is an existing culvert under NC 49 that will be extended on the
downstream end and the headwall will be raised on the upstream end. The existing box culvert is
3 @ 11' x 12' and conveys Adams Creek. Photographs of the stream and culvert were passed
around. No comments were note:i regarding the proposed culvert extension.
Ms. Lespinasse noted that the channel located left of station 201+45 -L-REV is Jurisdictional
(intermittent). Mr. Dalton stated that only riprap toe protection would be used adjacent to this
stream.
Per the 2004 delineation, there are two wetlands on the plan sheet. The pocket wetland right of
station 201+00 -L- REV is not included in the new 2008 delineation. The other wetland is
located right of station 201+30 --L- REV. This wetland was classified as a linear wetland and it
located in a channelized area. Mr. Turchy will discuss with Mr. Lund about whether this should
be classified as a linear wetland or stream. It was determined that this was the best place to
outlet the drainage system as an outlet anywhere else in the vicinity would potentially cause a
new channel to be cut by erosion.
Plan Sheets 5 and 6:
No wetlands or jurisdictional streams are located on these plan sheets.
Plan Sheet 7:
Mr. Dalton noted that there is an existing culvert under NC 49 that will be extended on the
downstream end and the headwall will be raised on the upstream end. The existing box culvert is
3 @ 10' x 8' and conveys McAllister Creek. McAllister Creek is mostly bedrock and large
boulders in the vicinity of the culvert. Photographs of the stream and culvert were passed around.
It was noted that the outlet of the culvert was perched. In comments received via email, Mr.
t ;md stated, "At the proposed crossing, ilMcAllister Creek seems to be a rock bed stream. As
such, the installation of a standard box culvert extension buried 1 foot below the bed elevation
maybe problematic. I request that the NCDOT consider a bottomless structure at this location as
an extension of or replacement for the existing stricture." Mr. Klappenbach noted that there
may be construction issues with extending a traditional four-sided box culvert with a bottomless
structure. Several agency members were in opposition to the proposed bend in the culvert
extension citing concerns about debris. Mr. Clawson stated that would be a maintenance issue
and should not be any worse than it is now. Ms. Chambers noted that the perch needed to be
corrected to restore fish passage.
Mc- Chambers and Ms. Buncick requested that a bridge be investigated for this crossing. Mr.
Dalton stated that a bridge would dramatically increase the cost of the crossing as the proposed
roadway grade would need to be raised by more than five feet to provide freeboard and depth for
the bridge superstructure. Also, it was noted that the recent inspection showed this culvcit in
good condition. It was determined that the use of a bottomless structure was not a good idea for a
culvert extension, but a bottomless culvert should be investigated as a replacement option. Chris
Militscher stated he would like to see this site in the field.
Mr. Dalton stated that a wetland (2008 delineation) exists right of stations 213+50 to 214+00 -L-
REV. This wetland will be considered a total take.
Plan Sheet 8:
No wetlands or jurisdictionai streams are located on these plan sheets.
Plan Sheet 9:
Mr. Dalton stated that a Jurisdictional Stream (UT to McAllister Creek) flows through the
interchange. The stream flows through several existing culverts.
The existing culvert under NC 49 is a 2 @ 7' x 8' RCBC. Mr. Dalton stated that the culvert
would be extended straight on both ends. Due to the widening of NC 49, a portion of the stream
that flows adjacent to the existing fill slope will be filled. This channel will be relocated once
the culvert has been extended. Ms. Chambers noted that the relocation will not receive credit.
Ms. Chambers requested that stability of the stream relocation be investigated to see if the entire
section should be armored. The existing culvert (2 @ 72" CMP) downstream of the stream
relocation will also need to be replaced with 2 @ 96" CMP.
The existing culvert under NC 73 is a 2 @ T x 8' RCBC. Mr. Dalton stated that the culvert
would be extended with a structure with multiple bends.
Mr. Dalton stated that there is another jurisdictional stream right of stations 222+60 to 224+60
-L-REV that will be impacted by the construction of Ramp D and Loop D. Mr. Dalton stated
that the stream will be conveyed by a proposed. 66" RCP which will be buried 1 foot. Instead of
crossing NC 49 and NC 73 (which would require a bore and jack), the system is proposed to be
installed entirely on the south side of NC 49. This option was considerably cheaper than
crossing both roads and was selected since the stream in both options would be considered a total
loss.
Plan Sheets 10 and 11:
No wetlands or jurisdictional streams are located on these plan sheets.
Plan Sheet 12:
A wetland is located on this plan sheet but it is beyond the limits of Section CC.
Plan Sheets 27, 28, and 29:
No wetlands or jurisdictional streams are located on these plan sheets.
Plan Sheet 30•
Mr. Dalton stated that a Jurisdictional Stream (UT to McAllister Creek) is located on the plan
sheet. The proposed box culvert (2 @ 7' x 8' RCBC) will be added under the proposed
relocation of SR 2471 (Radcliff Road). Mr. Dalton stated that the culvert will be buried 1 foot.
Meeting adjourned.
Subject: Minutes from In„sragency 4C Permit Drawing Review Meeting
On March 18, 2009 for R-2533CC in Cabairus County
Team Members:
S!cvc Lund-USACOE
Polly Lespinasse-NCDWQ
Marla Chambers-NCWRC
Marella Buncick-USFWS
Kathy Matthews-EPA
Donnie Brew-FHWA
John Conforti-PDEA
Carla Dagnino-NEU
Jason Dilday-NEU
Tawana Brooks-Div 10
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(absent)
Participants:
Marshall Clawson, NCDOT Hydraulics
Bill Zerman, NCDOT Hydraulics
Josh Dalton, Sungate Design Group
Dave Scheffel, NCDOT Roadway Design
Bruce Klappenbach, NCDOT Structures
Mack Bailey, NCDOT Structures
Mark Staley, NCDOT Roadside Environmental
General Comments:
Marshall Clawson started the meeting by introducing the project and stating that the purpose of
the meeting was to review the permit drawings. Mr. Clawson then handed the meeting over to
Josh Dalton. Mr. Dalton then proceeded through the permit package sheet by sheet discussing
the proposed sites and impacts.
Impact Summary:
On the English Impact Summary, it was noted that the structure sizes are in metric.
Site 1:
Mr. Dalton noted that there is an existing culvert under NC 49. The permit drawings depict a
culvert extension, but NCDOT Structures has recommended replacement of the entire culvert.
The existing box culvert is 3 @ 11' x 12' and conveys Adams Creek. Photographs of the stream
and culvert were passed around. Ms. Chambers expressed her recommendation for a bridge at
this location. Mr. Clawson discussed the costs associated with installing a bridge compared to a
culvert at this location. A cost estimate was not completed specifically for this.location, but a
cost estimate was completed for the McAllister Creek crossing which consists of a similar sized
culvert. The estimate for the McAllister Creek location was for three options:
Option 1: $250,000.00 (Extend Existing Culvert)
Option 2: $550,000.00 (Replace Entirely with Bottomless Culvert)
Option 3: $1.85m (Replace with Dual Bridges)
Mr. Clawson explained that this location is not viable for a bottomless culvert since bedrock is
not present.
Several agency members regtuested investigating the use of sills and baffles. Mr. Dalton stated
that this may not be an option at this location since it is located in a FEMA detailed study area.
Mr. Lund noted that there is a pocket wetland right of station 201+00 -L- REV. Mr. Dilday
stated that he would provide the updated wetland file showing this wetland. It was determined
that this was the best place to outlet the drainage system as an outlet anywhere else in the vicinity
would potentially cause a new channel to be cut by erosion. This site will be included in the
final permit drawings as part of Site 1.
Site 2
Mr. Dalton stated that the existing 3 @ 10' x 8' box culvert would be removed and replaced with
a, bottomless structure. McAllister Creek is mostly bedrock and large boulders in the vicinity of
the culvert. The cost of a bridge at this location was discussed and noted that it would be an
additional $1.3 million compared to the cost of the bottomless culvert. A preliminary culvert
alignment was presented. Several agency members noted issues with charnels reconstructed
inside bottomless structures. Ms. Buncick noted that bankfull width should be used as a guide to
re-establish any portion of the channel.
Site 3
Ms. Lespinasse asked if the wetland hydrology would now be provided by stormwater. Mr.
Dalton stated that it would be. Mr. Lund stated that the wetland was hydraulically connected to
the floodplain of McAllister Creek This wetland was considered a total take as agreed to during
the 4B meeting.
Site 4
The existing culvert under NC 49 is a 2 @ 7' x 8' RCBC and conveys UT to McAllister Creek.
Mr. Dalton stated that the culvert would be removed and replaced with a similar structure. The
new structure will be buried one foot. Ms. Chambers asked that sills and baffles be considered
during design. Ms. Lespinasse asked about why the relocated channel was lined with riprap. Mr.
Dalton stated that riprap was requested during the 4B meeting to protect this portion of the
channel. Mr. Dalton stated that the riprap would be on the banks only.
Site S
No comments.
Site 6
The existing culvert under NC 73 is a 2 @ 7' x 8' RCBC. Mr. Dalton stated that the culvert
would be extended with a structure with multiple bends. Ms. Chambers requested that sills and
baffles be investigated. Ms. Buncick noted that baffles might not be beneficial) at this location
since the existing culvert will not have baffles.
A proposed 2 @ Tx 8' RCBC will be located under -Y16REV- just upstream of the culvert
extension noted above. It was requested that sills and baffles be investigated for this site.
Site 7
A jurisdictional stream right of stations 222+60 to 224+60 -L-REV is impacted by the
construction of Ramp D and Loop D. Mr. Dalton stated that the stream will be conveyed under
Ramp D by a proposed 66" RCP which will be buried 1 foot. The 66" RCP will'drain to a fiprap
channel (on banks only) which will convey the flow to a 72" RCP. The 72" RCP will convey the
flow along the south side of NC 49 to the south side of NC 73. This pipe outlets to an open
channel that flows adjacent to NC 49. Due to right-of-way constraints, this channel is piped (72"
RCP) for a short distance and outlets through the wingwall of the proposed box culvert. A
discussion at the Field Inspection is anticipated in regards to obtaining additional right-of-way
necessary to construct an open channel.
Meeting adjourned.
44. C4
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
form should be completed by following the instructions provided in Section IV of the 1D Form Instructional Guidebook.
REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
DISTRICT OFFICE, FILE NAME, AND NUMBER: R-2533CC (Widening of NC 49 from East of NC 73 to East of SR2630)
PROJECT LOCATION AND BACKGROUND INFORMATION:
Statc:NC County/parish/borough: Cabarrus City: Mount Pleasant
Center coordinates of site (latflong in degree decimal format): Lat. 35.38490° 9, Long. 80.51714° ?.
Universal Transverse Mercator:
Name of nearest waterbody: Adams Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Rocky River
Name of watershed or Hydrologic Unit Code (RUC): 03040105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D.
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
e Office (Desk) Determination. Date:
Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A.' RHA SECTION 10 DETERMINATION OF JURISDICTION.
There e: "navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required] - -
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There ® "waters ojthe. US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
I. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
TNWs, including territorial seas
Wetlands adjacent to TNW3.
Relatively permanent waters= (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs -
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
j Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. In the review area:
Non-wetland waters: 900 linear. feet: 4-15 width (ft) and/or acres.
Wetlands: 0.02 acres.
c. Limits (boundaries) of jurisdiction based on: .
Elevation of established OHWM (if (mown):
2. Non-regulated waterstwetlands (check if applicable):3
® Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section N below. -
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-mund or has continuous flow at least `seasonally'
(e.g., typically 3 months).
' Supporting docurnentation is presented in Section III.F. -

TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (1F ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapsoos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available Information that documents the existence of a significant. nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law. .
If the waterbody4 is not an RPW, or a wetiand directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section HLB3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists Is determined in Section IILC below.
1. Characteristics of non+TNWs that flow directly or indirectly into TNW
(1) General Area Conditions:
Watershed size: - -
Drainage area ..
Average annual rainfall: inches
Average annual snowfall: inches
(it) Physical Characteristics: - -
(a) Relationship with TNW:
® Tributary flows directly into TNW.
_ ? Tributary flows through tributaries before entering TNW.
Project waters are M river miles from TNW...
Project waters are river miles from RPW. -: ....... -
Project waters are aerial (straight) miles from TNW. :. .. .
Project waters are aerial (straight) miles from RPW. - -
Project waters cross or serve as state boundaries. Explain:
_ Identify flow route to TNW':
Tributary stream order, if known: -
'Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
N General Tributary Characteristics (check all that aonly):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: -
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/%coven
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/ of complexes. Explain:
Tributary geometry:
Tributary gradient (approximate average slope): %
(c) Elow:
Tributary provides for:
Estimate average number of flow events in review area/year.
Describe flow regime:
Other information on duration and volume:
Surface flow is: . Characteristics:
Subsurface flow: Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWMs (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving - ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition - - ?
? water staining ?
? other (list):
? Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by.
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:.
°A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
lbid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatictwildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationshin with Non-TN
W:
Flow is: . Explain:
Surface flow is:
Characteristics:
Subsurface flow: Explain findings:
? Dye (or other) test performed:
(c) Wetland Adiacencv Deterrnination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by beimfbarrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are x river miles from TNW.
Project waters are aerial (straight) miles from TNW.
Flow is from:
Estimate approximate location of wetland as within the floodplain.
(ii) Chemicai Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristic; etc.). Explain:
Identify specific pollutants, if known: .
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for -
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
j ? Other environmentally-sensitive species. Explain findings:
? Aquatialwildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if an
All wetland(s) being considered in the cumulative analysis:
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified In the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TN Ws, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• . Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and Its adjacent wetlands, where the non-RPW flows directly or Indirectly into:.
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section 111.1):?. - .. .... ,..
D.. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
® TNWs:. linear feet width (ft), Or,, acres.
Wetlands adjacent to TNWs: .. acres.
2. RPWs that flow directly or indirectly into TNWs. -
Tributaries of TNW s where tributaries typically flow year-round arejurisdictional. Provide data and rationale indicating that
tributary is perennial: Adams Creek is a perennial stream and its UTs have NCDWQ stream rating scores greater than 20.
Q Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:.. ..
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 900 linear feet 4 - 15 width (R).
BIZ Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates forjurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (fl).
Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetland has hydraulic connection to Adams Creek
0'a- Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
El Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW arejurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
® Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: . acres.- .. .
7. Impoundments of jurisdictional waters.s - -
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRASTATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):'*
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign, commerce. -
which are or could be used for industrial purposes by industries in interstate commerce.. ?- - ..
Interstate isolated waters. Explain:
Other factors. Explain:.
Identify water body and summarize rationale supporting determination:
'See Footnote N 3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instmctional Guidebook
" Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps1EPA Memorondam Regarding CWA Act Jurisdicdon Following Rapaw&
Provide estimates for jurisdictional waters in the review area (check all that apply):
O Tributary waters: linear feet width (ft).
?v' Other non-wetland waters: acres.
Identify type(s) of waters:
0 Wetlands: acres.
NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
Q If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Q Other. (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis ofjurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
Igment (check all that apply): .
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required forjurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A.. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® 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.. -
174 Data sheets prepared by the Corps:
Corps navigable waters' study:
+r 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:
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
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:
Applicabletsupporting case law:
Applicable/supporting scientific literature:
Other information (please specify):
B: ADDITIONAL COMMENTS TO SUPPORT JD:
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APPROVED JURISDICTIONAL DETERMINATION FORM (,t Tc
U.S. Army Corps of Engineers
form should be completed by following the instructions provided in Section IV of the ID Form Instructional Guidebook.
COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
DISTRICT OFFICE, FILE NAME, AND NUMBER: R-2533CC (Widening of NC 49 from East of NC 73 to East of SR2630)
PROJECT LOCATION AND BACKGROUND INFORMATION: -
Statc:NC County/parish borough: Cabarrus City: Mount Pleasant
W.
Center coordinates of site (lat/long in degree decimal format): Lat. 35.40528° N, Long. 80.456490
Universal Transverse Mercator:
Name of nearest waterbody: McAllister Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Rocky River
Name of watershed or Hydrologic Unit Code (HUC): 03040105
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
El Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D.
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Q Office (Desk) Determination. Date:
Q Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. BHA SECTION 10 DETERMINATION OF JURISDICTION.
There Arr ei a "navigable waters ojthe U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Q Waters subject to the ebb and flow of the tide.
tta Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "r "waters of the US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):'
E TNWs, including territorial seas
E] Wetlands adjacent to TNWs
® Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
Q Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
® Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
E) Impoundments of jurisdictional waters
E] Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 8400 linear feet: 2-20 width (ft) and/or acres.
Wetlands: 0.29 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes chedced below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this forth, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 monks).
'Supporting documentation is presented in Section III.F.
A.' TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section IH.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B.
CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the.tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section IH.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and onsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pie-4k List
Drainage area: Pie??st
Average annual rainfall: i riches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW7
® Tributary flows directly into TNW.
? Tributary flows through Pi kc Lrs tributaries before entering TNW.
Project waters are Pi"ck Li't river miles from TNW.
FS*"tH
Project waters are is river miles from RPW.
Project waters are I'tck`?List aerial (straight) miles from TNW.
Project waters are Pek'List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWr:
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: PickiL'isf.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/0/6 cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of runtriffle/pool complexes. Explain:
Tributary geometry: Pick GIs
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick Lis
Estimate average number of flow events in review area/year: Pick1is
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick`=List Characteristics:
Subsurface flow: PickList. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
? Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
E] High Tide Line indicated by: Q
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by-
C3 survey to available datum;
? physical markings;
? vegetation linestchanges in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if )mown:
'A natural or man-made discontinuity in the OHWM does not necessarily severjurisdiction (e.g., where the snean temporarily flows underground, or where
the OH W M has been removed by development or agricultural practices). Where there is a break in the OH WM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: 0.20 acres
Wetland type. Explain: Ephemeral wetland.
Wetland quality. Explain23.
Project wetlands cross or serve as state boundaries. Explain: No.
(b) General Flow Relationship with Non-TNW:
Flow is: Ephemeral,flo .Explain: Drainage patterns and water stained leaves observed between wetland and McAllister
Creek.
Surface flow is: Dis' Crete
Characteristics:
Subsurface flow: Unlown. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection. Explain: Drainage pattern and water stained leaves.
? Ecological connection. Explain:
? Separated by benn/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are '0.`15 river miles from TNW.
Project waters are 5-10 aerial straight miles from TNW.
Flow is from: W s-nditomavigalile:wate
Estimate approximate location of wetland as within the SOv;'00-ye floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: clear.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width):70 ft.
® Vegetation typelpercent cover. Explain: 100% forested/native vegetation.
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 1
Approximately ( 0.20 ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (YIN) Size (in acres)
N 0.20
Y 0.089
Summarize overall biological, chemical and physical functions being performed: Wetlands WA and CC function to treat
runoff from the adjacent slope and roadway (NC49).
C. I SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if airy), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if airy), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSIWETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
?Q TNWs: li near feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: McAllister Creek is a perennial stream and its UTs have NCDWQ stream rating scores of 19 or greater.
c3 Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 8400 linear feet 2 - 20 width (ft).
Q Other non-wetland waters: acres.
Identify type(s) of waters: .
3. Non-RPWs that flow directly or indirectly into TNWs.
El Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has asignificant nexus with a
TN W is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Q Tributary waters: li near feet width (ft).
Other non-wetland waters: acres .
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetland CC has hydraulic connection to UT to McAllister Creek.
?Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0.089 acres.
5. Wetlandsadjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates far jurisdictional wetlands in the review area: 0.20 acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Q Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates forjurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
n Demonstrate that impoundment was created from "waters of the U.S.," or
tt Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
?"which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
E] which are or could be used for industrial purposes by industries in interstate commerce.
Q Interstate isolated waters. Explain:
Q Other factors. Explain:
°See Footnote # 3.
° To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10?Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA DO for
review, consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Q Tributary waters: linear feet widt h (ft).
El Other non-wetland waters: acres.
Identify type(s) of waters:
Q Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
s= If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Ss Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
. Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis ofjurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Q Non-wetland waters (i.e., rivers, streams): Ii near feet width (ft).
Q Lakes/ponds: acres.
Q Other non-wetland waters: acres. List type of aquatic resource:
Q Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
El Non-wetland waters (i.e., rivers, streams): Ii near feet, width (ft).
Q Lakes/ponds: acres.
Q Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
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.
j ? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
Q Data sheets prepared by the Corps:
? Corps navigable waters' study:
Q 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:
Q USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
Q State/Local wetland inventory map(s):
FEMA/FIRM maps:
Q 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
Q Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Q Applicable/supporting scientific literature:
is Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

STORMWATER MANAGEMENT PLAN
Project: 34448.1.1
TIP No. R-2533CC
Cabarrus County
05/08/2009
Hydraulics Project Manager: W. Henry Wells Jr., P.E. (Sungate Design Group),
Marshall Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project R-2533CC consists of widening NC 49 from east of SR 2630 to east of SR
2421 in Cabarrus County. The total project length is 3.404 kilometers. The project
creates impacts to Adams Creek, McAllister Creek, and two unnamed tributaries to
McAllister Creek. The project drainage systems consist of grated inlets with associated
pipe systems, and rip rap dissipaters at the pipe outlets.
Jurisdictional Streams: Adam:: Creek, McAllister Creek, UT to McAllister Creek
ENVIRONMENTAL DESCRIPTION
The project is located within the Yadkin X_iver Basin in Cabarrus County, which is not a
CAMA county. There are two wetlands located within the project limits and both have
been considered "total takes" due to impacts from roadway fill. The Yadkin River Basin
is not subject to buffer rules; however efforts have been taken to minimize buffer impacts
where practicable. Rip rap dissipaters at pipe outlets have been specified and fill slopes
have been limited to 2:1 (horizontal to vertical) adjacent to stream to reduce impacts.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters by the location, construction and operation of the highway system.
The BMPs are activities, practices and procedures taken to prevent or reduce stormwater
pollution. The BMP measures used on this project to reduce stormwater impacts are:
• Rip rap dissipaters at pipe outlets.
• Bottomless culvert at McAllister Creek.
• Grass swales.
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WETLAND/STREAM DIVISION OF HIGHWAYS
IMPACTS CABARRUS COUNTY
(1 OF 2) PROJECT:34448.1.1 (R-2533CC)
NC 49 FROM EAST OF SR 2630
TO EAST OF SR 2421
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N.C.DBPT.OF TRANSPORTATION
WETLAND/STREAM DIVISION OF HIGHWAYS
IMPACTS CABARRUS COUNTY
(2 OF 2) PROJECT:34448.1.1 (R-2533CC1
NC 49 FROM EAST OF SR 2630
Permit Drawing TO EAST OF SR 2421
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