20201211 Ver 1_401 Application_20201109

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20201211
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Andrew Moore:eads\awmoore3
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* 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: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
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: 20201211
Ver
1_PreFiling 1.05M.
Acknowled...
Email 202...
Pre -Filing
Meeting not
required for
MB
McKinney_...
106.5..
Restoration...
Sweeten
Creek -
20201211
Ver 1.msg
Date for Meeting Request 12/11/2020
ID# 20201211 Version 1
Project Contact Information
Name: Joel Lenk
Who is submitting the inforrration?
Email Address: [e-mail]
Project Information

Project Name: P20005-MB McKinney Sunbelt Restoration Sweeten Creek
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Buncombe
Please upload all files that need to be submited.
click the upload button or drag and drop files here to attach document
P20005-MB McKinney Sunbelt Property-PCN final
4.58MB
2020116rfs.pdf
P20005-McKinney Sunbelt Drawing Set-20201029
4.76MB
11 xl 7rfs. pdf
Only pdf or krre files are accepted.
Describe the attachments
or comments:
Agent Authorization Agreement, PCN, additional documentation and Plan Set
Sign and Submit
V 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 autonatically.

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Deed date: 02 13 2003 Deed: 3093-0640 Subdiv: Block: Lot:
Section: Plat: 0PVT-0PVT
LOT NO. 1 PLAN NO. 1 PARCEL IDs (PINS): 965734557000000
STREET ADDRESS:
141 Sweeten Creek Road
Asheville, NC 28803
Please print:
Property Owner(s): MBA MCKINNEY PROPERTIES I LTD
Please sign:
PropertyOwner(s):
B/'ic.�l Y�[5wo1'�1
The undersigned, registered property owners of the above noted property, do hereby authorize
Joel Lenk, PG of Quible & Associates, PC
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
611 -
J0137
PO BOX ., WACO, TX, 76714
W.n
Telephone: 25440!�14 Z 5744, D 7(. y
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature: Authorized Signature;
Date: 1 20Z 0 Date:

0� \NA rE,, �
C, Niii� Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
0 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑ Yes ❑x No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑x No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a. Name of project:
MBA McKinney/Sunbelt Restoration, Sweeten Creek
2b.
County:
Buncombe County
2c.
Nearest municipality / town:
Asheville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a. Name(s) on Recorded Deed:
MBA McKinney Properties, LTD
3b.
Deed Book and Page No.
3093/0640
3c.
Responsible Party (for LLC if
applicable):
NA
3d. Street address:
PO Box 7008
3e.
City, state, zip:
Waco, Texas 76714
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑x Agent ❑ Other, specify:
4b. Name:
Joel Lenk
4c.
Business name
(if applicable):
Quible & Associates, P.C.
4d. Street address:
90 Church Street, Suite B
4e.
City, state, zip:
Black Mountain, North Carolina 28711
4f.
Telephone no.:
828-280-8375
4g.
Fax no.:
252-491-8146
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a. Name:
Joel Lenk
5b.
Business name
(if applicable):
Quible & Associates, P.C.
5c.
Street address:
90 Church Street, Suite B
5d.
City, state, zip:
Black Mountain, North Carolina 28711
5e. Telephone no.:
828-280-8375
5f.
Fax no.:
252-491-8146
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
965735508000000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.552573 Longitude:-82.519303
1 c.
Property size:
6.3 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Sweeten Creek
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
j French Broad
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing conditions on the site consist of severely eroding stream banks and stormwater control issues. Land use in the vicinity is generally
commercial.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 590
3d. Explain the purpose of the proposed project:
To stabilize and restore Sweeten Creek and more effectively manage stormwater. Please see the attached plan set and additional sheet(s) provided.
3e. Describe the overall project in detail, including the type of equipment to be used:
Please See attached sheets and plan set.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑x No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑x No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑x Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
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.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Sweeten Creek
INT
Corps
1
42
S2 T
Stabilization
Sweeten Creek
PER
Corps
10
S3
Choose one
r431
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
573
3i. Comments:
The UT to Sweeten Creek is heavily impacted and in a poor and unstable condition resulting from the construction and widening of Sweeten Creek
Road. The stream has been culverted beneath the road and placed in a ditch that is perpendicular to Sweeten Creek. Its current placement and
condition are reducing water quality and creating negative impacts to the UT and Sweeten Creek.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem orar T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Please see attached sheet and plan set.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see attached sheet and plan set.
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 ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes 0 No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
This
project does not cause an increase of impervious surface and will result in the installation of stormwater control measures that will mitigate
stormwater impacts, and improve water and land quality beyond what is required by Local, State and Federal regulations.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Asheville (COA)
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑x No
use of public (federal/state) land?
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
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑x No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑x No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑x No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
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.
This
project will not create wasterwater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://ecos.fws.gov/ipac/location/4FMXNDAKOBBVLCWRP5GVK6UFRl/resources
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
None
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
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
❑ Yes ❑x No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
https:Hnc.maps.arcgis.com/apps/webappviewer/index.html?d=79ea671 ebdcc45639f0860257d5f5ed7
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑x Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project will receive a COA floodplain development permit. Please see attached sheets.
8c. What source(s) did you use to make the floodplain determination?
https://fris.nc.gov/fris/Index. aspx?user= General %20Public& add ress=2184%20Fork%20Rig ht%20Fork%20Rd%20BIack%20Mountain,%20NC%2028
Joel Lenk
11-06-2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

MB McKinney Sunbelt Property PCN Attached Sheets November 6, 2020
Sweeten Creek, French Broad Basin, Buncombe County

ATTACHED SHEETS
B. Project Information and Prior Project History
3. Project Description
d. Explain the purpose of the proposed project:
The purpose of the project is to stabilize the existing Sweeten Creek Stream channel and streambanks
using Natural Channel Design, bio-engineering, and modern stormwater management design
techniques. The goal of this approach is to protect infrastructure at/near the top of bank, provide
additional flood storage, mitigate stormwater inputs to the stream and improve water quality and the
aquatic and riparian ecosystem.
e. Describe the over project in detail, including the type of equipment to be used:
The project will stabilize the stream, provide stormwater mitigation, create flood storage, protect
infrastructure, improve water quality and the riparian and aquatic ecosystems within and downstream
of the project area through construction of the following measures:
· Stabilization of the most severely eroding streambank on river-left (between stations 1+10 and
2+00 with a geo-lift structure built on a foundation/base of large woody debris mixed with Class
B Rip Rap
· Minor relocation (~10 feet lateral) of the Sweeten Creek stream channel to the west, away from
impacted/threatened infrastructure, minor enlargement of the channel below the ordinary high-
water mark/bankfull elevation and installation of floodplain benches at the design elevation.
Proposed changes to stream morphology were based on identification and survey of field
indicators and reference of published regional curve data for the Blue Ridge Region of North
Carolina, South Carolina, and Tennessee by SC DRN.
· Sequenced grading of over-steep/failing streambanks to stable slopes
· Treatment of exotic invasive plant species
· Installation of native herbaceous and woody vegetation within a protected and maintained
riparian buffer of approximately 30-feet average width area on either side of the stream
· Construction of vegetated swales and stormwater control measures
The project will be constructed with the use of but not limited to the following machinery:
· Excavators
· Loaders
· Dump Trucks
· Pumps
· Hand tools
D. Impact Justification and Mitigation
1. Avoidance and Minimization
a. Specifically describe measures taken to avoid or minimize the proposed impacts in
designing project.
MB McKinney Sunbelt Property PCN Attached Sheets November 6, 2020
Sweeten Creek, French Broad Basin, Buncombe County
· Use of natural channel design techniques
· Specifying use of a pump-around system so that project can be built in the dry where/when
possible.
· Specifying and detailing soil erosion and sediment control measures.
· Specifying sequencing of the project such that tasks are completed, and the project is stabilized
at the end of each working day.
· Contracting with an experienced restoration contractor.

b. Specifically describe measure taken to avoid or minimize the proposed impacts
through construction techniques.
· Construction assistance by the engineer who is experienced in design and construction of
stream channel stabilization and restoration.
· Construction by an experienced stream restoration contractor.
· Construction sequencing and working during periods of dry weather.
· Construction of the project as designed.
· Installation of soil erosion and sedimentation control measures before the site is disturbed, as
possible.
· Correct set up and operation of the pump around system.
· Installation of geo-lifts and coir matting as specified by the manufacturer and engineer.
· Installation of seed, fertilizer, mulch, and matting as specified by the supplier and irrigation
during dry weather until a hearty stand of grassy vegetation exists over the entire site.

E. Stormwater Management and Diffuse Flow Plan
2. Stormwater Management Plan
c. If this project DOES NOT require a Stormwater Management Plan, explain why:

This project is a streambank and stream restoration project that will reduce
stormwater runoff and impact and improve stream function and aquatic passage.
Additionally, the owner is constructing stormwater control measures upslope of the
project area which will mitigate stormwater runoff and impact.
F. Supplementary Information
8. Flood Zone Designation
b. If this project will occur in a FEMA-designated 100-year floodplain, explain how
project meets FEMA requirements:
The project is located within the corporate limits of City of Ashville (COA) and COA
Grading and Floodplain Development Permits will be applied for and received before
construction begins. The COA regulates development within FEMA-designated 100-
year floodplains per FEMA guidelines.
Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

1

Existing Conditions Photographs with Descriptions
MB McKinney/Sunbelt Rentals Property
141 Sweeten Creek Road
Asheville, NC 28803

Photo 1: View west, downstream of Sweeten Creek at Station (Sta.) 0+75. Debris Jam and extensive
exotic invasive (EI) plant infestation.

Photo 2: View west from Sta. 1+50. Note EI plants on river-left. Beginning of over-steep, failing bank on
river-right with poplar (covered with Kudzu) tree immanent to fall in background.
Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

2

Photo 3: View west from Sta. 1+75. Over-steep, failing river-right streambank.

Photo 4: View northwest from Sta. 2+00. View of McKinney/Sunbelt infrastructure at top of bank and
stormwater conveyance pipe and channel near top of bank.

Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

3

Photo 5: View northeast (upstream) from Sta. 2+20. Failing river-right streambank and
McKinney/Sunbelt infrastructure at top of bank with stormwater pipe and channel near top of bank.

Photo 6: View east (upstream) from bridge at Sta. 2+20. Impaired tributary confluence on river-left
across from failing bank shrouded in EI plants.

Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

4

Photo 7: View north from Sta. 2+00. Stormwater channel flowing over top of river-right bank.

Photo 7: View west (downstream) from bridge at Sta. 2+20. Over-narrow, apparently straightened
channel with floodplain fill, over-steep river-right bank with no accessible floodplain resulting from
widening of Sweeten Creek Rd. Existing stormwater drainpipe at top of bank in foreground on river-left.
Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

5

Photo 8: View west (downstream) from Sta. 2+20 beneath bridge. Over-narrow channel based on
reference of published regional curve data for the Blue Ridge Ecoregion of NC, SC & TN by SC DNR.
Over-steep river-left bank with toe of bank erosion on both sides.

Photo 9: View north from Sta. 3+75. Typical stormwater rill originating from impervious surface above.
Pre-Construction Notification, MB McKinney/Sunbelt Restoration November 9, 2020
Sweeten Creek, French Broad River Basin

6

Photo 10: View north from Sta. 3+90. Typical stormwater rill originating from impervious surface above.

Photo 11: View north from Sta. 4+25. Streambank erosion caused by stormwater flowing over the bank
to be address by minor grading, installation of native vegetation and bio-swale at the top of bank (see
plan set).
South Carolina Blue Ridge, Ecoregion 66
Stream Morphology Results

In the South Carolina Blue Ridge, Ecoregion 66, six streams were visited in April 2019, to collect geomorphic
data for comparison to hydraulic geometry regional curves available for the Blue Ridge Ecoregion in North
Carolina and Tennessee (Figure 1 and Table 1). Site 6 is an active USGS gage on the Middle Saluda River with
a watershed drainage area of 20.8 square miles. The other five sites are reference streams in forested watersheds
with drainage areas ranging from 0.11 to 2.01 square miles.

Figure 1. Reference Stream Sites in Ecoregion 66, South Carolina.

Table 1. Reference Stream Sites.
Site Stream name Source/Location Latitude Longitude Drainage
area (mile2)
1 UT Matthews Creek Asbury Hills Camp 35.075628 -82.638887 0.11
2 Crane Creek Sumter National Forest 34.943975 -83.095603 0.27
3 Green Creek Table Rock State Park 35.034476 -82.701337 0.35
4 Howard Creek Sumter National Forest 35.010530 -83.034919 0.56
5 Wattacoo Creek Naturaland Trust 35.081739 -82.578104 2.01
6 Middle Saluda River USGS gage 35.120115 -82.537465 20.8

The Middle Saluda River USGS gage station was included in this study because the long-term records for flow
stage and discharge can be used to quantify the specific channel-forming discharge exceedance probability for
bankfull conditions. Discharge can be reported in terms of exceedance probability (or return period) to assist
in determining channel-forming discharges and morphological indicators in ungaged watersheds. The Middle
Saluda gage site is at a stable stream location in a relatively undisturbed watershed with field indicators of
bankfull stage near a riffle downstream of the gage.
2
The reference streams in this Ecoregion were selected in consultation with SCDNR and other local stream
professionals to identify reference reaches generally based on the following criteria:

 Watersheds with drainage areas ranging between approximately 0.1 and 10 square miles (with the
exception of the USGS gage station)
 Watersheds with stable land use, mostly forested, over the past several decades
 Stream channels and floodplains in equilibrium with active bankfull stage indicators (bank height
ratios near 1.0)
 Stream channels with freely-formed meander patterns in low-gradient valleys and natural step-pool
bedforms in high-gradient valleys
 No valley restrictions throughout the reference reach or upstream/downstream that may influence
channel form
 Healthy riparian forest buffers
 Accessible for data collection and protected for future access

For each stream site, field data on stream geomorphological characteristics were collected to establish hydraulic
geometry relationships, in addition to collecting large woody debris (LWD) information1. The
geomorphological characteristics were collected following the methods outlined in the most revised version of
the North Carolina SQT Field User Manual2 and the LWD assessment was in accordance with the most revised
version of the Application of the Large Woody Debris Index Field User Manual developed by Stream
Mechanics and Ecosystem Planning & Restoration. All reference stream assessments included collection of
dimension (cross-sectional) data. As conditions allowed, pattern and profile data were collected for a subset of
the reference sites.

Data collected at all reference sites included:
 Rosgen stream type
 valley type
 drainage area (DA)
 bankfull riffle cross-section area (Abkf)
 bankfull riffle width (Wbkf) and mean depth (dbkf) for calculating width-to-depth ratio (WDR)
 width of floodprone area (Wfpa) for calculating entrenchment ratio (ER)
 maximum depth at top of bank and bankfull stage for calculating bank height ratio (BHR)
 channel water surface slope (S)
 sinuosity (k)
 median substrate size classification
 estimated Manning roughness coefficient (n)

The subset of reference sites with profile data included collection of:
 riffle slopes (Sriffle)
 riffle lengths (Lriffle)
 pool spacings (p-p)
 pool lengths (Lpool)

1 Large Woody Debris Assessment https://stream‐mechanics.com/wp‐content/uploads/2017/12/LWDI‐
Manual_V1.pdf
2 NC SQT https://stream‐mechanics.com/wp‐content/uploads/2017/09/Data‐Collection‐and‐Analysis‐Manual_NC‐
SQT‐v3.0.pdf; currently under revision. 
3
The subset of reference sites with pattern data included collection of:
 meander wavelengths (Lmeander)
 belt widths (Wblt)
 radius of curvature of meander bends (Rc)

Field measurement results are presented in the appendix and in the tables and graphs below. Table 2
summarizes riffle cross-section dimension geomorphic parameters used for Rosgen stream classification. Most
of the streams in Ecoregion 66 are B streams with typical entrenchment ratios of about 2. One reference stream
is an E stream with a wider valley and entrenchment ratio exceeding 3. Width/depth ratios are highly variable,
ranging from 8 to 16.

Table 2. Morphology Dimensions.
Site Drainage
area
Channel
slope
Cross-
section
area
Bankfull
width
Bankfull
mean
depth
Width/
depth
ratio
Entrench-
ment ratio
Rosgen
Stream
Class
(mile2) (ft/ft) (ft2) (ft) (ft)
1 0.11 0.0350 6.0 9.9 0.6 16.2 2.0 B4
2 0.27 0.0171 6.0 8.4 0.7 11.8 1.8 B4c
3 0.35 0.0555 10.7 11.2 1.0 11.7 2.5 B3a
4 0.56 0.0136 13.4 11.2 1.2 9.3 3.6 E4
5 2.01 0.0066 36.1 17.7 2.0 8.7 1.8 B4c
6 20.8 0.0067 166.8 50.4 3.3 15.2 2.0 B3c

Table 3 summarizes estimated bankfull hydraulic parameters (velocity and discharge) for each stream based on
gage station data if available and the Manning equation for ungaged streams. The Manning equation, in English
units, is:

𝑣ൌ1.486 ∗ ൫𝑅
ଶ/ଷ ൯∗൫𝑆ଵ/ଶ ൯
𝑛

where v is average velocity (feet/second), R is the hydraulic radius (feet), S is average water surface slope
(feet/feet), and n is a dimensionless coefficient describing channel roughness, known as Manning’s n, which
ranges from 0.033 to 0.150 for natural channels. The Cowan (1956) method was used to estimate the Manning’s
n values based on sediment size, irregularity within a cross-section, variation among cross-sections,
obstructions, vegetation, and sinuosity. The bankfull discharge is estimated as the product of average velocity
and riffle bankfull cross-section area.

For these six streams, Manning’s n values range from 0.047 to 0.060, which match expected values for natural
mountain streams. Estimated bankfull average velocities for the study streams range from 2.6 to 5.1, with
variations due primarily to slope and bankfull depth.

4
Table 3. Estimated Bankfull Hydraulic Parameters.
Site Drainage area Manning’s n Estimated Bankfull
Velocity
Estimated Bankfull
Discharge
(mile2) (ft/s) (cfs)
1 0.11 0.047 4.0 24
2 0.27 0.054 2.6 16
3 0.35 0.060 5.1 55
4 0.56 0.054 3.2 43
5 2.01 0.047 3.6 131
6 20.8 * 4.8 794
* Bankfull velocity and discharge were determined using the USGS gage stage-discharge relationship for the
field-measured bankfull stage, rather than the Manning equation.

The graphs in Figures 2 through 5 show relationships of measured riffle bankfull morphological parameters
and estimated discharge to watershed drainage area (i.e. regional curves). The six data points representing South
Carolina streams are plotted along with reference data from Ecoregion 66 in North Carolina and Tennessee.
The best fit regression lines represent the combination of data from all three states.

Figure 2. Bankfull riffle cross-section area related to drainage area for Ecoregion 66 streams with best-fit
regression equations for SC+NC+TN.
5

Figure 3. Bankfull riffle cross-section width related to drainage area for Ecoregion 66 streams with best-fit
regression equations for SC+NC+TN.

Figure 4. Bankfull riffle mean depth related to drainage area for Ecoregion 66 streams with best-fit regression
equations for SC+NC+TN.
6

Figure 5. Estimated bankfull discharge related to drainage area for Ecoregion 66 streams with best-fit
regression equations for SC+NC+TN.

The South Carolina stream parameters generally fit within the variability measured within this ecoregion in
North Carolina and Tennessee. Overall, the South Carolina stream information matches well with North
Carolina and Tennessee data, suggesting that the composite South Carolina + North Carolina + Tennessee
regional curves are appropriate for use in Ecoregion 66 in South Carolina.

Table 4 summarizes stream bedform profile data for the reference streams with discernable riffle-pool
sequences. Median riffle and pool length ratios range from 1.7 to 3.3 for riffles and 1.2 to 2.0 for pools. Median
pool spacing ratios range from 2.4 to 3.5. Median riffle slope ratios range from 1.0 to 1.7. Median step height
ratios for the two reference streams with discernable steps range from 0.06 to 0.10. For each stream, the median
profile parameters and the median dimensionless ratios are listed. These profile parameter ratios are similar to
those measured in reference streams within Ecoregion 66 in North Carolina and Tennessee.

Table 5 summarizes stream pattern data for the 2 meandering reference streams with discernable planform
parameters. Median meander wavelength ratios for this small sample size range from 4.7 to 6.3, belt width ratios
are 2.6, and radius of curvature ratios are 2.1. For each stream, the median pattern parameters and the median
dimensionless ratios are listed. These pattern parameter ratios are similar to those observed in reference streams
within Ecoregion 66 in North Carolina and Tennessee.

7
Table 4. Stream Morphology Bedform Profile Parameters.
Site Drainage
area
Median riffle
length [ratio to
bankfull
width]
Median pool
length [ratio to
bankfull
width]
Median pool
spacing [ratio
to bankfull
width]
Median riffle
slope [ratio to
channel slope]
Median step
height [ratio to
bankfull
width]
(mile2) (ft [none]) (ft [none]) (ft [none]) (ft/ft [none]) (ft [none])
1 0.11 16.5 [1.7] 11.5 [1.2] 24.0 [2.4] 0.0348 [1.0] 0.64 [0.06]
2 0.27 16.0 [1.9] 13.0 [1.5] 20.0 [2.4] 0.0280 [1.6] -
3 0.35 37.0 [3.3] 17.7 [1.6] 35.5 [3.2] 0.0668 [1.2] 1.13 [0.10]
4 0.56 30.0 [2.7] 20.0 [1.8] 39.0 [3.5] 0.0220 [1.6] -
5 2.01 55.0 [3.1] 36.0 [2.0] 58.0 [3.3] 0.0114 [1.7] -

Table 5. Stream Morphology Pattern Parameters.
Site Drainage
area Sinuosity
Median meander
wavelength [ratio
to bankfull width]
Median belt width
[ratio to bankfull
width]
Median radius of
curvature [ratio to
bankfull width]
(mile2) (ft/ft) (ft [none]) (ft [none]) (ft [none])
2 0.27 1.30 53 [6.3] 22 [2.6] 18 [2.1]
4 0.56 1.30 53 [4.7] 29 [2.6] 24 [2.1]

Table 6 summarizes Large Woody Debris (LWD) assessments for each stream, including the numbers of LWD
pieces and dams and the LWD Index scores. The LWDI is 74 at the USGS gage and ranges from 123 to 275
at the five reference streams.

Table 6. Large Woody Debris Assessment Results for Reference Streams, Ecoregion 66.
Site Number of
Pieces
Number of
Dams Piece Score Dam Score LWDI
1 14 0 275 0 275
2* 7 0 135 0 135
3 10 0 187 0 187
4* 6 1 124 18 214
5 7 0 123 0 123
6 4 0 74 0 74
* The United States Forest Service indicated that LWD has historically been added to Crane Creek
(Site 2) and Howard Creek (Site 4). The LWD assessment results may be affected by this manipulation.

APPENDIX

ECOREGION 66, SOUTH CAROLINA
Latitude: 35.075628
Longitude: -82.638887
Drainage area: 0.11 square miles
Median particle size: gravel
Longitudinal slope:0.0350 feet/foot
Stream classification:B4
Area (square feet) =6.0
Width (feet) =9.9
Mean depth =0.6
Max depth =0.9
Width/depth ratio =16.2
Entrenchment ratio = 2.0
1. UT Matthews Creek
Ecoregion 66, South Carolina
Latitude: 34.943975
Longitude: -83.095603
Drainage area: 0.27 square miles
Median particle size: gravel
Longitudinal slope:0.0171 feet/foot
Stream classification:B4c
Area (square feet) =6.0
Width (feet) =8.4
Mean depth =0.7
Max depth =0.9
Width/depth ratio =11.8
Entrenchment ratio = 1.8
2. Crane Creek
Ecoregion 66, South Carolina
Latitude: 35.034476
Longitude: -82.701337
Drainage area: 0.35 square miles
Median particle size: cobble
Longitudinal slope:0.0555 feet/foot
Stream classification:B3a
Area (square feet) =10.7
Width (feet) =11.2
Mean depth =1.0
Max depth =1.3
Width/depth ratio =11.7
Entrenchment ratio = 2.5
3. Green Creek
Ecoregion 66, South Carolina
Latitude: 35.010530
Longitude: -83.034919
Drainage area: 0.56 square miles
Median particle size: gravel
Longitudinal slope:0.0136 feet/foot
Stream classification:E4
Area (square feet) =13.4
Width (feet) =11.2
Mean depth =1.2
Max depth =1.5
Width/depth ratio =9.3
Entrenchment ratio = 3.6
4. Howard Creek
Ecoregion 66, South Carolina
Latitude: 35.081739
Longitude: -82.578104
Drainage area: 2.01 square miles
Median particle size: gravel
Longitudinal slope:0.0066 feet/foot
Stream classification:B4c
Area (square feet) =36.1
Width (feet) =17.7
Mean depth =2.0
Max depth =2.4
Width/depth ratio =8.7
Entrenchment ratio = 1.8
5. Wattacoo Creek
Ecoregion 66, South Carolina
Latitude: 35.120115
Longitude: -82.537465
Drainage area: 20.8 square miles
Median particle size: cobble
Longitudinal slope:0.0067 feet/foot
Stream classification:B3c
Area (square feet) =166.8
Width (feet) =50.4
Mean depth =3.3
Max depth =4.0
Width/depth ratio =15.2
Entrenchment ratio = 2.0
6. Middle Saluda River
Ecoregion 66, South Carolina
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