20210765 Ver 1_401 Application_20210608

Staff Review Form
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 1
20210765
Is this project a public transportation project?*
Reviewer List:*
Select Reviewing Office:*
r Yes
r No
Chad Turlington:eads\ccturlington
Fayetteville Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
r
No
How much is
owed?*
r $240.00
r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
✓ For the Record Only (Courtesy Copy)
✓ New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
✓ Pre -Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
DWR Pre -Filing Meeting Request Form.pdf
Date for Meeting Request 4/13/2021
ID# 20210765 Version 1
Project Contact Information
Name: Jason Steele
who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
20210765
20170001 (no dashes)
51.12KB
Existing Version:
1
Project Name: McDeeds Creek Stream Stabilization
Is this a public transportation project?
r Yes
a No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)

Please upload all files that need to be submited.
dick the upload button or drag and drop files here to attach document
Narrative for PCN_McDeeds Stabilization Project.pdf 90.01 KB
PJD Package_McDeeds Creek.pdf 9.01 MB
SPN20739_04.12.2021_plan set.pdf 6.11MB
SPN20739_04.13.2021.pdf 8.4MB
Pre -Construction Notification (PCN) Form.pdf 144.94KB
SAW-2007-03408 signed NWP verification.pdf 7.58MB
Only pdf or krre files are accepted.
Describe the attachments
or comments:
Sign and Submit
IW By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 4, 2021 Ver 4
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs. deq. n c.gov/WaterResou roes/Wed oc/624704/PCN % 20 Help % 20F i le % 202018-1-30. pdf
A. Processing Information 0
County (or Counties) where the project is located:*
Moore
Is this a NCDMS Project*
r Yes (' No
Click Yes, only if NCNB is the applicant or co -applicant.
Is this project a public transportation project? *
OYes ( No
ibis is any publicly funded by mnicipal,state or federal funds road, rail, airport transportation project.
la. Type(s) of approval sought from the Corps:*
▪ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
n Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted? *
O Yes
I No
1 b. What type(s) of permit(s) do you wish to seek authorization? *
IJ Nationwide Permit (NWP)
n Regional General Permit (RGP)
n Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?*
r'Yes ( No
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
List all NJVnurbers you are applying for not on the drop dawn list.
1 d. Type(s) of approval sought from the DWR:*
check all that apply
▪ 401 Water Quality Certification - Regular
n Non-404 Jurisdictional General Permit
n Individual 401 Water Quality Certification
Pre -Filing Meeting Information
n 401 Water Quality Certification - Express
n Riparian Buffer Authorization
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing
Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the
certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was submitted to the certifying
authority at least 30 days prior to submitting the certification request. Click here to read more information on when this form is needed prior to application submission or here to viewthe form.
Is this a courtesy copy notification?*
r Yes E No
ID# Version
Pre -fling Meeting or Request Date *

4/13/2021
Attach documentation of Pre -Filing Meeting Request here:*
Click the upload button or drag and drcp files here to attach docurrent
DWR Pre -Filing Meeting Request Form.pdf
RIe type rrust be FLF
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR401 Certification: C Yes 6 No
For the record only for Corps Permit: C Yes 6 No
lf. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from nitigalron bank or in -lieu fee program
f Yes O No
Acceptance Letter Attachment
Click the upload button or drag and drcp files here to attach docurrent
RLETYFEMJST BE FCF
1 h. Is the project located in any of NC's twenty coastal counties?*
C Yes
r• No
1j. Is the project located in a designated trout watershed?*
r Yes F No
51.31KB
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Jason Steele
lb. Primary Contact Email:*
[e-mail]
1d. Who is applying for the permit? *
IW Owner
(Check all that apply)
1e. Is there an Agent/Consultant for this project?*
FYes f No
2. Owner Information
2a. Name(s) on recorded deed:*
Town of Southern Pines
2b. Deed book and page no.:
DB5249, PG371; DB3250, PG409
2c. Contact Person:
(fa Corporations)
James Michel, PE, MBA
lc. Primary Contact Phone:*
(xxx)xxx-xxxx
[phone]
n Applicant (other than owner)
2d. Address*
Skeet Address
140 Memorial Park Ct
Address Line 2
City State / Province / Regim
Southern Pines NC
Fbstal / Zp Code Country
28387 US
2e. Telephone Number:*
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-max
2g. Email Address:*

[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:*
Jason Steele, PhD, PWS
4b. Business Name:
Of applicable)
Freese and Nichols, Inc.
4c. Address*
Street Address
531 North Liberty St
Address Line 2
City
Winston-Salem
Postal / Zp Code
27101
4d. Telephone Number:*
[phone]
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Rease provide the Agent Authorization Letter if you are subrritling this document.
Permitting Agent Authorization Form.pdf
RLETYFEMUST BE FCF
State / Province / Regim
NC
Country
US
4e. Fax Number:
(xxx)xxx-xxxx
43.18KB
C. Project Information and Prior Project History
1. Project Information
lJ
la. Name of project:*
McDeeds Creek Stabilization Project
1b. Subdivision name:
Of appropriate)
n/a
lc. Nearest municipality/town:*
Southern Pines
2. Project Identification
lJ
2a. Property Identification Number:
(tax RN a parcel ID)
multiple
2c. Project Address
Street Address
500 W Pennsylvania Avenue
Address Line 2
City
Southern Pines
Postal / Zp Code
28387
2b. Property size:
(in acres)
2.97
State / Province / Regim
NC
Country
US
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on howthe location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
35.1771 -79.3966
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
McDeeds Creek

3b. Water Resources Classification of nearest receiving water:*
WS-III, HQW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.*
030300040303
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The section of McDeeds Creek that flows behind the Town Police and Fire stations is heavily incised with active erosion along a majority of the reach. A Bank Erosion Hazard Index
assessment of the project reach classified the banks as having "High" and "Very High" BEHI ratings. These BEHI ratings are associated with high levels of sediment and nutrient export
in the stream. The bank stabilization measures proposed will reduce streambank erosion, stop excessive sedimentation from areas with high erosion potential, and re -center stream
flows in the channel, thus reducing excessive shear stress along the stream banks, which reduces erosion rates.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
0 Yes O No 0 Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Click the upload button or drag and drcp files here to attach docurrent
Figure 2 USGS Topographic Map.pdf 836.5KB
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4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Click the upload button or drag and drcp files here to attach docurrent
Figure 6 1995 NRCS Map for DWR.pdf 4.77MB
Rle type rrust be pdr
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
(internittent and perennal)
737
4h. Explain the purpose of the proposed project:*
Freese and Nichols, Inc. (FNI) has been asked to assist the Town of Southern Pines for the assessment, analysis, and development of alternative engineering solutions for a section of
McDeeds Creek located at 500 W Pennsylvania Avenue. Significant streambank erosion has been observed along the Stream that has created potential risk to the infrastructure,
including an aerial sewer forcernain situated at the upstream terminus of the project, and the parking areas behind the Town Fire and Police Departments. Bank erosion has also
contributed to a likely decrease in downstream water quality due to sediment loading. The scope of work proposes to stabilize approximately 725 linear feet of the Stream located within
the 7.15-acre area behind the Town Fire and Police Departments. Stabilization of area that have been characterized with high erosion rates or high erosion potential will reduce
sediment loading, and will reduce the risk to infrastructure.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

Restoration Approach:
The restoration approach to McDeeds Creek will involve streambank stabilization/restoration on erosive streambanks at areas of critical infrastructure, and centering of channel flows to
reduce erosion potential in other areas in the project reach. Restoration will involve the use of bank stabilization techniques based on bio-engineering using slope stabilization
technology and deep-rooted woody vegetation to ensure long-term stability of the streambank soil. A summary of the proposed conceptual restoration approach is as follows:
• Rock vanes are suggested to provide in -channel grade control and center flows in the channel
• Sediment deposition has occurred at the downstream extent of the project reach. Grading will be recommended in these areas to reshape the channel to a stable channel form.
• The ultimate goal of all of the restoration measures is to reduce bank angle or increase surface protection and install rooted vegetation to increase bank and slope stability and
reduce erosion rates and nutrient export rates.
Description of Construction Methods and Erosion and Sediment Controls:
The construction of the McDeeds Creek Stabilization Project will followtypical methods and erosion control techniques of stream restoration. This will involve the use of heavy machinery
such as excavators, to accomplish the grading needed to stabilize streambanks along the channel. Some clearing and grubbing will be required where slope grading is proposed. As is
typical of stream restoration projects, some machinery will need to enter the channel to conduct grading and earth -moving operations and to install in -channel structures. A pump
around will be utilized to allow for earthmoving to be conducted in dry conditions, reducing the amount of sediment and silt transported downstream during construction. Ground -
stabilization requirements will be followed to prevent erosion and runoff of sediments when soils are susceptible immediately after construction. This will include the use of coir matting
on the streambanks, temporary seeding to provide immediate ground stabilization, and planting of permanent vegetation including perennial herbaceous plants, live stakes and bare
root seedlings on the streambanks and disturbed upland areas. Native riparian species such as black willow, alder, and silky dogwood will be used in the permanent plantings.
Area 1 (STA 0+42to 1+27):
Currently, stream bank erosion has caused bank instability at an aerial sewer crossing upstream of the police station, which will be stabilized with a proposed 31 linear foot 1-tier
stacked rock wall that will be constructed at or within the ordinary high water (OHW). It is expected that the overall volume of fill in Area 1 will not exceed 9 cu yd below ordinary high
water. Approximately 4.6 cu yd of fill belowOHW, where the rock toe will be countersunk into the bed and bank to provide a stable foundation for the geobag and soil lift bio-engineered
walls, is expected. All other fills in Area 1 will be outside of the OHW and will stabilize the highly unstable bank around the aerial sewer crossing.
A rock vane in -stream structure at STA 1+27 will be installed downstream of the aerial sewer to direct stream flows and provide grade control.
Area 2 (STA 2+26 to 2+52):
A stormwater channel running along the police station from Pennsylvania Avenue to McDeeds Creek has created a head cut that threatens the stability of the stream banks downstream
of the impairment. This area will be stabilized with a step pool within the stormwater channel and a 26 linear foot 1-tier stacked rock wall at the transition area between the stormwater
channel and McDeeds Creek. Overall volume of fill will be limited to the 1-tier stacked rock wall that will not exceed 5 cu yds of fill within ordinary high water.
Area 3 (STA 3+47 to 3+82):
Additional stabilization issues related to the sheetpile wall constructed for the police station parking lot will require approximately 38 linear feet of new sheetpile construction behind the
existing sheetpile wall. The affect section of the existing sheetpile wall and associated fill will be removed after installation of the new sheetpile area. A stormwater channel will be
constructed outside of the stream between the sheetpile wall and the parking lot to convey stormwater from the police station in a manner that will not create backwatering behind the
sheetpile area. A 1-tier stacked rock wall will be constructed at the terminus of the stormwater channel and McDeeds Creek to transition the bank back to native material. A reduction of
filled area is expected during the sheetpile construction, with an approximate reduction of 20 cu yd of fill removed from behind the existing sheetpile wall, which will return the cross
sectional area of Area 3 to the observed stable cross sectional dimensions of the project reach.
Area 4 (STA 4+25 to 7+09):
Area 4 is characterized by steep slopes from the edge of the police and fire station parking lots, resulting in areas where 3-tiered bioengineered areas with soil layer lifts or geobags are
required to properly stabilize eroding banks. The area has colluvial deposition from the upslope areas, which has destabilized the stream channel, creating areas of high shear stress
during bankfull events. These areas have weakened and require more significant bio-engineering support. The bank areas between the proposed bioengineered walls have lower
erosion potential and will be stabilized using live stake plantings. Approximately 156 linear feet of 3-tiered rock wall stabilization with soil layer lifts or geobags will be constructed. It is
expected that the overall volume of fill in Area 4 will not exceed 25 cu yd below ordinary high water.
A rock vane in -stream structure will be installed at STA 6+12 and STA 7+09 to provide grade control and center channel flows at the downstream terminus of the project and provide
grade control between the box culvert at STA 7+37 that runs under SE Service Road and the project reach.
Atotal of 20,135 square feet (0.46 acres) of the project area will be disturbed in the project area, to include access and haul roads, bank stabilization, and grading areas. All
disturbances related to temporary construction access will be restored to pre -construction contours and planted with native vegetation. All proposed stream banks use natural
stabilization techniques that will not exceed 500 linear feet and meet the general conditions thresholds of NC Division of Water Resources (DWR) Water Quality General Certification
4134, and do not require written approval from DWR.
4j. Please upload project drawings for the proposed project.
Click the upload button or drag and drcp files here to attach docurrent
SPN20739_04.13.2021.pdf
Rle type rrust be pdr
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r• Yes C No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary 0 Approved F Not Verified r Unknown r N/A
Corps AID Number:
Bcanple: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Jason Steele, PhD, PWS
Freese and Nichols, Inc.
8.4MB
n Unknown

5d1. Jurisdictional determination upload
Click the upload button or drag and drcp files here to attach docurrent
PJD Package_McDeeds Creek.pdf
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6. Future Project Plans
6a. Is this a phased project?*
r yes E No
9.01 MB
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
No other permits will be used.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
❑ Wetlands r Streams -tributaries
❑ Open Waters I— Pond Construction
I— Buffers
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact*(.)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Bank Stabilization STA 0+42
Permanent
Bank Stabilization
McDeeds Creek
Perennial
Corps
12
Average (feet)
31
(linear feet)
32
Rock Vane STA 1+27
Permanent
Stabilization
McDeeds Creek
Perennial
Corps
16
Average (feet)
8
(linear feet)
S3
Bank Stabilization STA 2+26
Permanent
Bank Stabilization
McDeeds Creek
Perennial
Corps
12
Average (feet)
26
(linear feet)
S4
Bank Stabilization STA
3+47TA
Permanent
Bank Stabilization
McDeeds Creek
Perennial
Corps
12
Average (feet)
38
(linear feet)
S5
Bank Stabilization
Permanent
Bank Stabilization
McDeeds Creek
Perennial
Corps
12
Average (feet)
56
(linear feet)
S6
Rock Vane STA 6+12
Permanent
Stabilization
McDeeds Creek
Perennial
Corps
16
Average (feet)
8
(linear feet)
S7
Bank Stabilization
Permanent
Bank Stabilization
McDeeds Creek
Perennial
Corps
12
Average (feet)
90
(linear feet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
257
3i. Total temporary stream impacts:
0
3i. Total stream and ditch impacts:
257
3j. Comments:
Impacts for bank stabilization are detailed in the narrative and will be limited to establish footers for bio-engineered bank stabilization techniques (soil
layer lifts or geobags).
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
Bank stabilization measures that require construction of soil layer lifts or geobags are limited to the areas that either current have high erosivity, or in
areas that have high or very high erosion potential. In -stream structures were used to provide grade control and center flows within the channel, which
will reduce the erosion potential in other bank areas within the project reach.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*

Construction activities within the project reach will be limited to bank stabilization and sheetpile replacement to address critical bank failure and
excessive erosion potential, as well as installation of in -stream structures to direct flow. A pump around will be used to allowfor earthmoving to be
conducted in dry conditions, reducing the amount of sediment and silt transported downstream during construction. Temporary access roads are
situated in areas that are not within WOTUS, and will be returned to pre -construction contours and planted with native vegetation. All applicable NC
Erosion and Sediment controls will be implemented and maintained during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
✓ Yes
r- No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project uses ecosystem restoration to provide bank stabilization, sediment reduction, increase in -stream habitat, and increase ecosystem uplift within the project reach. No
permanent loss of WOTUS will result from the project, and the project will increase the quality of waters within the project area. All temporary impacts will be returned to pre -construction
contours and stabilized as required by NWP conditions.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
***Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
C Yes r No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
The project is in Southern Pines, NC, within the Cape Fear river basin, and is not within a riparian buffer protection area.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? *
✓ Yes r No
To look up low density requirement click here 15A NCAC 02H .1003(2).
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
✓ Yes r No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
C Yes (z No
Comments: *
Project is funded by the Town of Southern Pines
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
C Yes r- No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
C Yes r No
3b. If you answered "no," provide a short narrative description.
The project is stabilizing a stream reach behind the Town of Southern Pines police and fire stations, and an aerial sewer crossing directly upstream.
The left bank area is protected by a utility easement and ROW that precludes further development.

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes r No r- N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat? *
✓ Yes G No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
f Yes G No
5d. Is another Federal agency involved?*
r Yes
5e. Is this a DOT project located within Division's 1-8?*
r Yes G No
r= No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
6 Yes r No
5g. Does this project involve bridge maintenance or removal?*
0Yes ONo
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPESRapps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?**
✓ Yes c No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? *
C Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
USFWS IPaC (Feb 22, 2021)
Consultation Documentation Upload
Click the upload button or drag and drcp files here to attach docunent
Species List_ Raleigh Ecological Services Field Office.pdf
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6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
• Yes ( No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
195.69KB
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic
Trust designation or properties significant in North Carolina history and archaeology)?*
C Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC SHPO HPOWEB 2.0
7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drcp files here to attach docunent
Capture.pdf
Rle mst be FCF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
✓ Yes G No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Center, FIRM Maps 3710858200J and 3710858000J
784.36KB

Miscellaneous
Comments
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Figure 1 Project Location.pdf
Figure 2 USGS Topographic Map.pdf
Figure 3 Aerial.pdf
Figure 4 NWI.pdf
Figure 5 Soils.pdf
Figure 6 1995 NRCS Map for DWR.pdf
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Signature
m By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
Jason Steele
Signature *
Date
4/13/2021

Project Description, Purpose and Need:
Freese and Nichols, Inc. (FNI) has been asked to assist the Town of Southern Pines for the assessment,
analysis, and development of alternative engineering solutions for a section of McDeeds Creek located
at 500 Pennsylvania Avenue. Significant streambank erosion has been observed along the Stream that
has created potential risk to the infrastructure, including an aerial sewer forcemain situated at the
upstream terminus of the project, and the parking areas behind the Town Fire and Police Departments.
Bank erosion has also contributed to a likely decrease in downstream water quality due to sediment
loading. The scope of work proposes to stabilize approximately 725 linear feet of the Stream located
within the 7.15-acre area behind the Town Fire and Police Departments. Stablization of area that have
been characterized with high erosion rates or high erosion potential will reduce sediment loading, and
will reduce the risk to infrastructure.
The section of McDeeds Creek that flows behind the Town Police and Fire stations is heavily incised with
active erosion along a majority of the reach. A Bank Erosion Hazard Index assessment of the project
reach classified the banks as having "High" and "Very High" BEHI ratings. These BEHI ratings are
associated with high levels of sediment and nutrient export in the stream. The bank stabilization
measures proposed will reduce streambank erosion, stop excessive sedimentation from areas with high
erosion potential, and re -center stream flows in the channel, thus reducing excessive shear stress along
the stream banks, which reduces erosion rates.
Restoration Approach:
The restoration approach to McDeeds Creek will involve streambank stabilization/restoration on erosive
streambanks at areas of critical infrastructure, and centering of channel flows to reduce erosion
potential in other areas in the project reach. Restoration will involve the use of bank stabilization
techniques based on bio-engineering using slope stabilization technology and deep-rooted woody
vegetation to ensure long-term stability of the streambank soil. A summary of the proposed conceptual
restoration approach is as follows:
• Rock vanes are suggested to provide in -channel grade control and center flows in the channel
• Sediment deposition has occurred at the downstream extent of the project reach. Grading will
be recommended in these areas to reshape the channel to a stable channel form.
• The ultimate goal of all of the restoration measures is to reduce bank angle or increase surface
protection and install rooted vegetation to increase bank and slope stability and reduce erosion
rates and nutrient export rates.
Description of Construction Methods and Erosion and Sediment Controls
The construction of the McDeeds Creek Stabilization Project will follow typical methods and erosion
control techniques of stream restoration. This will involve the use of heavy machinery such as
excavators, to accomplish the grading needed to stabilize streambanks along the channel. Some clearing
and grubbing will be required where slope grading is proposed. As is typical of stream restoration
projects, some machinery will need to enter the channel to conduct grading and earth -moving
operations and to install in -channel structures. A pump around will be utilized to allow for earthmoving
to be conducted in dry conditions, reducing the amount of sediment and silt transported downstream
during construction. Ground -stabilization requirements will be followed to prevent erosion and runoff of
sediments when soils are susceptible immediately after construction. This will include the use of coir
matting on the streambanks, temporary seeding to provide immediate ground stabilization, and planting

of permanent vegetation including perennial herbaceous plants, live stakes and bare root seedlings on
the streambanks and disturbed upland areas. Native riparian species such as black willow, alder, and
silky dogwood will be used in the permanent plantings.
Area 1 (STA 0+42 to 1+27):
Currently, stream bank erosion has caused bank instability at an aerial sewer crossing upstream of the
police station, which will be stabilized with a proposed 31 linear foot 1-tier stacked rock wall that will be
constructed at or within the ordinary high water (OHW). It is expected that the overall volume of fill in
Area 1 will not exceed 9 cu yd below ordinary high water. Approximately 4.6 cu yd of fill below OHW,
where the rock toe will be countersunk into the bed and bank to provide a stable foundation for the
geobag and soil lift bio-engineered walls, is expected. All other fills in Area 1 will be outside of the OHW
and will stabilize the highly unstable bank around the aerial sewer crossing.
A rock vane in -stream structure at STA 1+27 will be installed downstream of the aerial sewer to direct
stream flows and provide grade control.
Area 2 (STA 2+26 to 2+52):
A stormwater channel running along the police station from Pennsylvania Avenue to McDeeds Creek has
created a head cut that threatens the stability of the stream banks downstream of the impairment. This
area will be stabilized with a step pool within the stormwater channel and a 26 linear foot 1-tier stacked
rock wall at the transition area between the stormwater channel and McDeeds Creek. Overall volume of
fill will be limited to the 1-tier stacked rock wall that will not exceed 5 cu yds of fill within ordinary high
water.
Area 3 (STA 3+47 to 3+82):
Additional stabilization issues related to the sheetpile wall constructed for the police station parking lot
will require approximately 38 linear feet of new sheetpile construction behind the existing sheetpile wall.
The affect section of the existing sheetpile wall and associated fill will be removed after installation of the
new sheetpile area. A stormwater channel will be constructed outside of the stream between the
sheetpile wall and the parking lot to convey stormwater from the police station in a manner that will not
create backwatering behind the sheetpile area. A 1-tier stacked rock wall will be constructed at the
terminus of the stormwater channel and McDeeds Creek to transition the bank back to native material. A
reduction of filled area is expected during the sheetpile construction, with an approximate reduction of
20 cu yd of fill removed from behind the existing sheetpile wall, which will return the cross sectional area
of Area 3 to the observed stable cross sectional dimensions of the project reach.
Area 4 (STA 4+25 to 7+09):
Area 4 is characterized by steep slopes from the edge of the police and fire station parking lots, resulting
in areas where 3-tiered bioengineered areas with soil layer lifts or geobags are required to properly
stabilize eroding banks. The area has colluvial deposition from the upslope areas, which has destabilized
the stream channel, creating areas of high shear stress during bankfull events. These areas have weakened
and require more significant bio-engineering support. The bank areas between the proposed
bioengineered walls have lower erosion potential and will be stabilized using live stake plantings.
Approximately 156 linear feet of 3-tiered rock wall stabilization with soil layer lifts or geobags will be

constructed. It is expected that the overall volume of fill in Area 4 will not exceed 25 cu yd below ordinary
high water.
A rock vane in -stream structure will be installed at STA 6+12 and STA 7+09 to provide grade control and
center channel flows at the downstream terminus of the project and provide grade control between the
box culvert at STA 7+37 that runs under SE Service Road and the project reach.
A total of 20,135 square feet (0.46 acres) of the project area will be disturbed in the project area, to
include access and haul roads, bank stabilization, and grading areas. All disturbances related to temporary
construction access will be restored to pre -construction contours and planted with native vegetation. All
proposed stream banks use natural stabilization techniques that will not exceed 500 linear feet and meet
the general conditions thresholds of NC Division of Water Resources (DWR) Water Quality General
Certification 4134, and do not require written approval from DWR.

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210765
Version*
1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre -Filing Meeting Request submitted 4/13/2021
Contact Name * Jason Steele
Contact Email Address* [e-mail]
Project Name * Town of Souther Pines - McDeeds Creek Stream Stabilization
Project Owner* Town of Southern Pines
Project County* Moore
Owner Address: Street Address
140 Memorial Park Ct
Address Line 2
City State / Rovince / Region
Southern Pines NC
Fbstal / Zip Code Country
28387 USA
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information.*

Freese and Nichols, Inc. (FNI) has been asked to assist the Town of
Southern Pines for the assessment, analysis, and development of
alternative engineering solutions for a section of McDeeds Creek
located at 500 Pennsylvania Avenue. Significant streambank erosion
has been observed along the Stream that has created potential risk
to the infrastructure, including an aerial sewer forcemain situated at
the upstream terminus of the project, and the parking areas behind
the Town Fire and Police Departments. Bank erosion has also
contributed to a likely decrease in downstream water quality due to
sediment loading. The scope of work proposes to stabilize
approximately 725 linear feet of the Stream located within the 7.15-
acre area behind the Town Fire and Police Departments. Stablization
of area that have been characterized with high erosion rates or high
erosion potential will reduce sediment loading, and will reduce the risk
to infrastructure.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 4/13/2021