20040500 All Versions_Complete File_20040330

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STATE OF NORTH CAROLINA
DEPARTWNT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Mr. Steve Lund
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Subject: As-Built Report for Back Creek Mitigation Site, Mecklenburg County, TIP
Project No. R-2559WM, State Project No. 6.699005T, COE Action ID.
200430806
Dear Mr. Lund:
Please find enclosed the As-Built Report for the subject site. The Division 10
Resident Engineer responsible for administering the contract has certified that the site
was constructed according to construction plan sheets, with any exceptions noted in this
As-Built Report.
The following information has been included as part of the As-Built Report: 1)
As-Built Plan Sheets (with adjustments highlighted in yellow), 2) Monitoring Gauge and
Vegetation Monitoring Plot Map, and 3) Planting Plan and Restoration Detail Sheets. The
site will be monitored as described in the approved mitigation plan and associated permit
requirements.
Per the letter from the Ecosystem Enhancement Program (EEP) to NCDOT dated
August 25, 2004, the EEP has accepted the transfer of all off-site mitigation projects. The
EEP will be responsible for fulfilling the monitoring requirements and future remediation
for this project.
March 15, 2006
,4 ??"?ti9?yy?ury
?R
LYNDO TI
SECRETARY
If you should have any questions or require additional information, please do not
hesitate to contact Mr. Randy Griffin at [phone]. Thank you once again for your
continued support and cooperation.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] or
919-715-1335
FAX: [phone]
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604
WEBSITE. WWWWWOT.ORG
Sincerely,
Philip S. Harris, III, P.E., CPM, Unit Head
PDEA- Natural Environment Unit
Enclosures
cc: Mr. Scott McLendon, USACE, Wilmington (w/o attachment)
Ms. Marla Chambers, NCWRC (w/o attachment)
Ms. Marella Buncick, USFWS (w/o attachment)
Ms. Kathy Matthews, USEPA (w/o attachment)
Mr. Randy Griffin, NCDOT-ONE
Mr. David B. Harris, PE, NCDOT- REU (w/ attachment)
Mr. John Hennessy, NCDWQ (w/ attachment)
Mr. Bill Gilmore, PE, NCDENR-EEP (w/ attachment)
Ms. Polly Lespinasse, NCDWQ, Mooresville (w/attachment)
WBS#: IP4464.4.3 TIP#: R 2559WM
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Dr. Gregory J. Thorpe, Ph.D
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, NC 27699-1548
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1@@RUVRY
N0V 2 9 2005
"kW414aft"M
Alan W. Klimek, P.E. Director
Division of Water Quality
November 22, 2005
RE: Certification Pursuant to Section 401 of the Federal Clean Water Act, Modification to Back Creek
Stream Mitigation Site, TIP No. R-967CA, State Project No. 6.689002T, WQC Project No. 04-0500,
Mecklenburg County
Dear Dr. Thorpe:
Attached is a modification to Certification No. 04-0500. The Division of Water Quality (DWQ) originally waived
the right to require a water quality certification on June 3, 2004, as final action on the application was not taken
within 60 days of receipt. If additional impacts are proposed, the waiver is no longer valid and a 401 Water
Quality Certification is required. The modification request proposes additional impacts and is being issued a
401 Water Quality Certification (WQC #3495) in compliance with the request.
The attached modification authorizes permanent impacts to 80 linear feet (If) of stream bank for grading,
construction of a bankfull bench at Station 35+90 to 36+20 and debris removal from the stream at Station
36+50 as described in your permit modification application received by the Division of Water Quality (DWQ) on
November 18, 2005. This modification is applicable only to the additional proposed activities.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663-
1699.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Rob Ridings, DWQ Wetlands Unit
Bill Gilmore, NC Ecosystem Enhancement Program
Jamie Lancaster, NCDOT (IDEA
Leilani Paugh, NCDOT PDEA
Central Files
File Copy
One
N Carolina
Naturally
North Carolina Division of Water Quality 610 East Center Avenue, Suite 301 Phone [phone]
Internet: h2o.enr.state.nc.us Mooresville, NC 28115 Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
This Certification is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of
the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC
2H, Section .0500. The attached modification authorizes grading, construction of a bankfull bench at Station
35+90 to 36+20 and debris removal from the stream at Station 36+50. This modification is applicable only to the
additional proposed activities.
Should-your project change, you are required to notify the DWQ and submit a new application. If the property
is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible
for complying with all the conditions. If any additional wetland impacts or stream impacts, for this project (now
or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation may be
required as described in 15A NCAC 2H.0506(h)(6) and (7). For this approval to remain valid, you are required
to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local
permits before proceeding with your project including (but not limited to) those required by Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. This Certification shall expire three
(3) years from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding US Army Corps of Engineers (USACE) Permit, whichever is sooner.
Conditions of Certification:
1. The meander bend grading and bankfull bench construction shall be conducted as described in the
modification request. Existing stream dimensions (including pattern and profile) are to be maintained above
and below the location of the meander bend grading area and bankfull bench construction.
2. Tree removal shall be minimized to the greatest extent possible, with the exception of the removal of one (1)
tree and one (1) stump at Station 35+00 and the removal of two (2) trees at Station 34+70 and 34+90 (the
stumps at these stations are to remain to provide bank stability).
3. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
4. Sediment and erosion control measures shall not be'placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.
5. The presence of equipment in the channel must be minimized. Under no circumstances must rock, sand or
other materials be dredged from the wetted stream channel.

6. Heavy equipment must be operated from the banks rather than in the stream channel, when possible, in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
t
Page 2
7. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic
conditions can be provided.
8. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
9. All work shall be performed during low or normal flow conditions.
10. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited.
11. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not
excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this Certification, or any modification to this
Certification (e.g., no work shall occur outside of the footprint of the plans provided). In addition, there shall
be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
Certification without appropriate modification. If this occurs, compensatory mitigation may be required since it
is a direct impact from road construction activities.
12. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify the DWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division
of Water Quality upon completion of the project.
13. Continuing Compliance. NCDOT shall conduct its activities in a manner so as not to contravene any state
water quality standard [including any requirements for compliance with section 303(d) of the Clean Water Act]
and any other appropriate requirements of state and federal law. If DWQ determines that such standards or
laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal
law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate
and modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify
NCDOT and the USACE, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall
be provided to NCDOT in writing, shall be provided to the USACE for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
Violations of any condition herein set forth shall result in revocation of this Certification and may result in criminal
and/or civil penalties. If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This, the 22nd day of November 2005
DIVISION OF WATER QUALITY

for Alan W. Klimek, P. E.
Director
Modification to WQC No. 04-0500

US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
November 7, 2005
ATTN: Steve Lund
NCDOT Coordinator
?11*
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9y?slygT4. rl ; ??'t' ?7 J
?rrF.
LYNDO TIPPETT
SECRETARY
Subject: Request for Modification to Nationwide Permit 27 Action Id..
200430806 for the Back Creek Stream Mitigation Site in Mecklenburg
County for TIP No. R-967CA, State Project 6.689002T. $200.00 to Work
Order 6.689002T (WBS Element 34355.1.2)
Dear Sir:
?ryd?,., STATEv
?42
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Please find enclosed a plan view of the proposed modifications to the Back Creek
stream restoration plan. These modifications are proposed to address stream bank stability
along Back Creek downstream of the existing design limits to the culvert crossing under
I-485. The proposal consists of grading on approximately 80 linear feet of channel bank.
This grading will consist of installing a 6-foot minimum bankfull bench per the typical
sections shown on the plan sheet. The bankfull bench will be installed on the outside
meander bends. Mature trees located on the outside meander bend from Sta. 34+75 to Sta.
35+00 will not be disturbed. On the inside meander bend at approximately Sta. 35+00,
the existing bank will be graded on a 4:1 or flatter slope from existing toe to natural
ground. This would tie in with the existing point bar. The grading would require
removal of one tree and stump located at Sta. 34+75 Left. Two other trees (Sta. 34+70
Right and 34+90 Left) will be cut, but the stumps will remain. Installing the bankfull
bench and grading the inside meander bend from Sta. 34+75 to 35+25 will help reduce
the stress that is currently on the outside bank.
The section located between Sta. 35+90 to 36+20 would only consist of installing
a bankfull bench on the outside bend. The inside bend is stable and requires no work.
Installing the bankfull bench on the outside will help reduce the stress on this bank. The
Department would also remove a debris jam that is located at Sta. 36+50 that is
contributing to some of the instability noted upstream.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT. STATE.NC.US
f .
LOCATION:
PARKER LINCOLN BLDG.
RALEIGH NC

All above work will be done in the dry utilizing a pump around as shown in the
Back Creek plans. Once the work is completed the banks will be live staked and the
conservation easement will be planted using the species listed in the Back Creek plan.
Regulatory Approvals
Application is hereby made for a modification to Nationwide Permit 27 Action Id.
200430806 as required by the above-mentioned activities. By copy of this letter, NCDOT
is also requesting a modification to the 401 General Water Quality Certification DWQ
Project # 04-0500. In compliance with Section 143-215.3D(e) of the NCAC, NCDOT
will provide $200 to act a payment for processing the modification request as previously
noted in the application (see Subject line). Seven copies of the application are being
provided to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, for their review.
Thank you for your assistance with this project. If you have any questions about
this project, please contact LeiLani Paugh at [phone].
Sincerely,
Grego J. Thorpe, Ph.D., Environmental Management Director
{,._-' Project Development and Environmental Analysis Branch
CC: Mr. John Hennessy, NCDWQ
Ms. Polly Lespinasse, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
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??F W ATFq p Michael F. Easley, Governor
William G. Ross Jr., Secretary
fQ Gy North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E., Director
Division of Water Quality
o ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 3, 2004
Mecklenburg County
DWQ # 04-0500
WAIVER of 401 Water Quality Certification
Ms. LeiLani Paugh
NC Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Ms. Paugh:
Your application for a 401 Water Quality Certification was received in the Central Office on March 30,
2004 for a Nationwide Permit 27 application for Back Creek Stream Mitigation Site in Mecklenburg County.
According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application'"' Therefore, DWQ has waived the requirement
for a 401 Water Quality Certification for your plans to impact 4135.5 feet of streams for stream mitigation as
described in your application.
However if additional impact occurs or your development plans change, this waiver is no longer valid
and a 401 Water Quality Certification will be required.
If you have any questions, please telephone John Dorney at 919-733-1786.
Cc:
Mooresville DWQ Regional Office
Asheville Field Office Corps of Engineers
Central Files
File Copy

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Sincerely,

STATE OF NORTH CAROLINA E "
DEPARTIVINT OF TRANSPORTATION'
MICHAEL F. EASLEY LYNDOTIPPETT
GOVERNOR SECRETARY
is 5IA7E o
ww
March 26, 2004
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
040500
ATTN: Steve Lund
NCDOT Coordinator
Dear Sir:
Subject: Nationwide 27 Permit Application for the Back Creek Stream Mitigation
Site in Mecklenburg County, for TIP No. R-967CA, State Project
6.689002T. $475 to Work Order 6.689002T (WBS Element 34355.1.2).
Please find enclosed a Pre-Construction Notification Application and a stream
restoration plan view for Back Creek Stream Mitigation Site. The North Carolina
Department of Transportation (NCDOT) proposes to restore 4,135.5 linear feet of Back
Creek and two unnamed tributaries to improve the stream's natural resources and for the
purpose of obtaining stream mitigation credit. The Back Creek site is located in
Mecklenburg County approximately five miles east of Charlotte and is part of the Yadkin
River Basin. The watershed has a total drainage area of 4.1 square miles and is located in
eight-digit hydrologic unit code (HUC) 03040105. Back Creek flows easterly under Back
Creek Church Road at the western boundary of the site and is joined by two unnamed
tributaries before exiting the eastern boundary of the site.
The stream channels onsite are straightened and degraded with little or no
riparian buffer. Past land use activities, including the clearing of riparian vegetation,
channel straightening and dredging, along with watershed urbanization, have resulted in
bank erosion and channel incision, loss of bedform diversity and aquatic habitat
degradation. The watershed draining to the project site is highly urbanized, characterized
by high-density residential development, commercial and industrial complexes. The site
is bounded on the north and partially on the south by residential development, on the east
by Back Creek Church Road, and on the west by the new construction of I-485.
MAILING ADDRESS: TELEPHONE: [phone]
NC DEPARTMENT OF TRANSPORTATION FAX: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US
RALEIGH NC 27699-1548
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
The proposed plan calls for the restoration of the all three streams' natural
dimension, pattern, and profile and creating a floodplain on the northern tributary. The
project will restore 4,135.5 feet of channel, enhance 3.51 acres of wetland, restore 0.44
acres of wetland, and create 0.42 acres of wetland. Stream length would be increased
from 4,035 feet to 4,135.5 feet and a diverse pattern of riffles and pools would replace the
existing run dominated bed profile. Approximately 17.5 acres of stream buffer would be
placed into a conservation easement and planted to provide a forested riparian area.
It is expected that many environmental benefits will be realized. Restoration of
the stream channel to a natural form will stabilize the stream and greatly reduce bank
erosion and sediment pollution from the project area. Restoration of native floodplain
vegetation and a forested riparian buffer will reduce water temperatures and protect water
quality through improved floodplain and wetland functionality. Increased stream
diversity in the form of meanders, pool to riffle sequences and vegetated stream banks
will improve aquatic habitat and the natural aesthetics of the stream corridor. This
project is being proposed to offset unavoidable impacts due to construction of R-967CA.
Regulatory Approvals
Application is hereby made for a Nationwide 27 Permit as required for the above-
mentioned activities. By copy of this letter, we are also requesting a 401 General Water
Quality Certification. In compliance with Section 143-215.3D(e) of the NCAC we will
provide $475 to act as payment for processing the Section 401 permit application as
previously noted in this application (see Subject line). Seven copies of the application are
being provided to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, for their review.
Thank you for your assistance with this project. If you have questions about this
project, please contact LeiLani Paugh at [phone].
Sincerely,
F ??e-,
Grego J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
CC: Mr. John Hennessy, NCDWQ Mr.
Ms. Marella Buncick, USFWS Mr.
Ms. Marla Chambers, NCWRC Mr.
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. B.G. Payne, P.E., Division 10 Engineer
Larry Thompson, Division 10 DEO
David Franklin, USACE, Wilmington
William D. Gilmore, P.E., EEP, Raleigh
Ms. Becky Fox, USEPA
Mr. John F. Sullivan, III, P.E., FHWA
Office Use Only: 0 4 0 5 0 0 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 2
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: NC Department of Transportation
Mailing Address: 1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone Number: 919-733-3141 Fax Number: 919-715-1501
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 7
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Back Creek Site Mitigation Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): R-967CA
3. Property Identification Number (Tax PIN):
4. Location
County: Mecklenburg Nearest Town: Charlotte, NC
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Hwy 49 North from Charlotte,
right on Back Creek Church Road, site is approximately one mile on left
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): approximately 17.5 acres (conservation easement)
7. Nearest body of water (stream/river/sound/ocean/lake):Back Creek
8. River Basin: Yadkin River Basin, HUC# 03040105
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Project site is located in a rapidly developing region of
Mecklenburg County. The watershed draining to the project site is highly urbanized,
characterized by high-density residential development, commercial and industrial complexes.
The site is bounded on the north and partially on the south by residential development, on the
east by Back Creek Church Road, and on the west by the new construction of I-485. Most of
the stream channels onsite are straightened and degraded with little or no riparian buffer.
Page 2 of . 7
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of restoring Back Creek and two unnamed tributaries within the site
boundaries to a natural stream channel form, creating a bankfull bench as needed, replanting
the riparian buffer, and placing?a conservation easement on site (see restoration design
figure). The types of equipment to be used include a trackhoe excavator, loader, dump truck,
and hand labor.
11. Explain the purpose of the proposed work: This is a Priority 1 and 2(Rosgen stream
restoration project that provides mitigation credits for unavoidable off-site impacts. The
proposed stream channel restoration will stabilize the stream, provide for a forested riparian
buffer, increase habitat value, and reduce bank erosion and sediment pollution from the
project area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The wetland delineation was accepted by USACE rep Steve Lund and the Notification of
Jurisdictional Determination was issued by the USACE Wilmington District on June 16, 2003.
The site contains 3.95 acres of jurisdictional wetland and hydric soils.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 7
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: This Priority 1 and 2 stream restoration
project impacts a total of 4,045 linear feet of existing stream channel. The project requires
installing a temporary pump-around system, excavating a new meandering channel for the
project reaches, excavating a floodplain, stabilizing the banks, installing structures, and filling
the existing channels. Length of stream channel will be increased to 4,135.5 feet under the
proposed project.
1. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
none

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3.51 acres
Total area of wetland impact proposed: The proposed plan will restore 0.44 acres of wetland,
enhance 3.51 acres of wetland, and create 0.42 acres of wetland.
2. Individually list all intermittent and perennial stream impacts below:

Stream Impact
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
Back Creek Filled/Relocated 3332 Back Creek 23.6 Perennial
Southern Trib Filled/Relocated 359 Unnamed Tributary 6.9 Perennial
Northern Trib Filled/Relocated 354 Unnamed Tributary 5.5 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 4 of 7
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map_quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 4,045 feet
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
none

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This is a Prioritv 1 and 2 stream restoration proiect that provides mitigation credits for
unavoidable off-site impacts. The site will impact 4,045 feet of channel while restoring 4,135.5
feet of channel, replanting 17.5 acres of buffer, enhancing 3.51 acres of wetland, restoring 0.44
acres of wetland, and creating 0.42 acres of wetland. all of which will be protected under a
erpetual conservation easement.
Page 5 of 7
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Site location, affected streams, river basin, and site conditions are described in Section
III. This stream restoration project provides a total of length of 4135.5 feet of restored
stream channel. The project will be preserved within a conservation easement. The project
requires a temporary pump-around system, excavating new meandering channels, stabilizing
the banks, installing structures, and filling some portions of the existing channels. The
proposed design is shown on the restoration design figure.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 6 of 7
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There will be no chaneg impervious acreage.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
None
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature I Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There will be no chan ep impervious acreage.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature ? Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
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