20221790 Ver 1_ePCN Application_20221220

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
11/17/2022
BIMS # Assigned* Version#*
20221790 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
la. Name of project:
Tributary to Thompson River Restoration
la. Who is the Primary Contact?*
Shannon Slusher
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Amy Annino:eads\amannino
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
12/20/2022
Nearest Body of Water
Thompson River
Basin
Savannah
Water Classification
C; Tr
Site Coordinates
Latitude: Longitude:
35.084154 -83.014905
A. Processing Information
County (or Counties) where the project is located:
Transylvania
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. 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?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Wachhund Land Company, LLC
2b. Deed book and page no.:
2c. Contact Person:
Mr. Shannon Slusher
2d. Address
Street Address
36 Fairsted Drive
Address Line 2
City
Asheville
Postal /Zip Code
28803
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
USA
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Andrew Bick
4b. Business Name:
Headwaters Engineering, PC
4c. Address
Street Address
45 Lotus Place
Address Line 2
City State / Province / Region
Asheville NC
Postal / Zip Code Country
28804 USA
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Sapphire
2. Project Identification
2a. Property Identification Number:
7590-88-3295-000
2c. Project Address
Street Address
Camp Buc Road off Upper Whitewater Road
Address Line 2
City
Sapphire
Postal / Zip Code
28774
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Thompson River
3b. Water Resources Classification of nearest receiving water: *
C; Tr
3c. What river basin(s) is your project located in?*
Savannah
3d. Please provide the 12-digit HUC in which the project is located.
030601010104
4. Project Description and History
2b. Property size:
771.3
State / Province / Region
NC
Country
USA
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 property was used as a summer camp until the current owners purchased it in 2019. The site is largely forested, with several cleared acres in the north -central portion of the site near
the center of the former camp. Recent development has included renovations to the pond dam, improving roads and constructing several structures. The Thompson River flows west to
east through the property and several unnamed tributaries (UTs) join the river within the property boundaries. One of the UTs was dammed several decades ago to create the pond, and
the project will focus on this UT from the pond outlet to the confluence with the river.

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
21
4g. List the total estimated linear feet of all existing streams on the property:
42,000
4h. Explain the purpose of the proposed project:*
The purpose of the project is to restore the dimension, pattern and profile of the tributary from the pond outlet to its confluence with the Thompson River. The current channel lacks
definition through the floodplain between the pond and the river, and the goal is to create a dynamically stable stream over the roughly 625 linear -foot (LF) project reach.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will involve constructing roughly 450 LF of new stream channel from the pond dam outlet downstream to an existing stream channel that was identified as S-6. The restored
stream will flow roughly along the current S-6 alignment over the downstream 175 LF to its confluence with the river.
Construction will include grading the channel bed and banks, installing in -stream structures (boulder steps and constructed riffles), removing a 36-inch culvert and replacing it with a bank -
spanning structure (bridge or bottomless culvert). Conventional earthwork equipment such as track -mounted excavators will be used to perform the grading. A pump -around flow diversion
can be used if necessary, but the new pond outlet configuration will allow for diversion of baseflow around the work area via a secondary outlet upstream of the project reach.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
Two delineations, the first by Fusco Land Planning in 2020 and the second by ClearWater Env. in
2022.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2020-00113
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Fusco Land Planning & Design, PLLC
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
6/4/20
6. Future Project Plans
6a. Is this a phased project?*
Yes No
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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
3. Stream Impacts
Streams -tributaries
Pond Construction
Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Stream restoration
Permanent
Stabilization
UT to Thompson River
Perennial
Both
8
Average (feet)
630
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
630
3i. Total temporary stream impacts:
0

3i. Total stream and ditch impacts:
630
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The design makes use of natural channel design techniques to create riffle and pool sequences along the project reach, similar to what would be
expected for a stream in the area. Native riparian grasses, sedges and shrubs will be planted in the stabilized bank areas. The in -stream structures will
provide grade control to minimize the potential for longitudinal bed erosion. The proposed road crossing near the middle of the reach has been sized to
span the channel with at least 20 percent greater span than the bankfull width.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Equipment will operate from the top of bank as much as practical. When equipment needs to enter the stream, base flow will be diverted around the
work area if not already diverted at the pond. Work will be staged such that no more stream bank is disturbed than can be stabilized by the end of that
workday. Fueling will be performed at least 100 feet from the stream, and materials staging and stockpiling will be kept outside of the 25-foot trout buffer.
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 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project will result in net benefits to natural resources and water quality.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
Yes No
If no, explain why:
The project will not introduce new impervious surfaces or create new stormwater runoff patterns.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? x
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
A stormwater management plan is not required for a stream restoration project.
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 No
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)?*
Yes No
2b Provide an explanation of the violation(s):
We understand that NOVs were issued for unauthorized stream impacts and sediment impacts as part of work elsewhere on the property. We also
understand that both parties are working to come to a resolution.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No

3b. If you answered "no," provide a short narrative description.
This project is a discrete stream restoration effort.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No 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 No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
51. 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.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
We reviewed the USFWS website for species information in the area and several plants, birds, clams and mammals are listed for Transylvania County.
Given the project setting and limited scope of work, we do not believe impacts to endangered species or habitats will occur.
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? *
NOAA fisheries website
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 status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC SHPO HPOWEB website shows the Dan Houck house, a c 1900 log cabin on the property. The project will not impact this site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
NC FRIS website
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
SUPPLEMENTAL INFO.pdf 5.96MB
File must be PDF or KMZ
Comments
Supplemental information is attached and includes an agent authorization form, geomorphic data, photos, watershed delineations and preliminary construction plans.
Signature

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 CWA 401 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:
Andrew Bick
Signature
Date
12/20/2022

Supplemental Information
UT to Thompson River Restoration at Slusher Farm
AGENT AUTHORIZATION FORM
GEOMORPHIC DATA
SITE PHOTOGRAPHS
WATERSHED DELINEATION
PRELIMINARY CONSTRUCTION PLANS
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Department of the Anny
Wilmington District, Corps of Engineers
Attn. Ms. Brooke Davis
151 Patton Avenue 4208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the processing
of jurisdictional determination requests and permits to impact Wetlands and Water of the LDS
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental information
as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property Owner of Record: Wa.chhund Land Compan LLC
Property Owner Address: 36 Fairsted Drive. Asheville NC 28803
Phone Number: 215-888-0994
Email address: [e-mail]
Property Location: Camp Buc Road, Sapphire. NC
Owner/Managing partner Signature: w
Owner/Managing printed name:
Date: '

Geomorphic Data and Channel Design Narrative
Geomorphic data collection at the UT to Thompson River site included a reference reach
survey on a relatively undisturbed reach of the same stream to be restored, upstream of
the pond. The reference reach survey included two cross sections and a longitudinal
profile. The reference reach is somewhat steeper than the project reach (3 percent versus
2.3 percent) but it provides on -site data regarding bankfull dimensions.
The design cross sections and profile are based largely on the reference reach data,
supplemented with bankfull area and discharge estimates from regional hydraulic
geometry relationships. The profile design seeks to create natural riffle and pool
sequences, based in part on common design ratios for pool -to -pool spacings of 3.5 to 5.0
times bankfull width. The profile includes a large plunge pool at the upstream end of the
project reach, where pond discharge will cascade about five feet from a spillway to an
existing concrete pad. The bed profile will be reinforced with boulder steps around this
plunge pool.
The proposed road crossing near station 2+65 will be a channel -spanning structure with a
length equal to at least 20 percent larger than the bankfull width of 10 feet. This structure
will be designed by others and will likely be either a clear -span bridge or a bottomless
culvert.
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Site Photographs — UT to Thompson River at Slusher Farm
Sapphire, NC
Reference Riffle 1— Upstream of Pond
Reference Riffle 2 — Upstream of Pond
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Site Photographs — UT to Thompson River at Slusher Farm
Sapphire, NC
Reference Reach Upstream of Pond
Looking Downstream at Riffle Downstream of Pond
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Site Photographs — UT to Thompson River at Slusher Farm
Sapphire, NC
Looking Downstream at Run Downstream of Pond
Overview of Project Reach Downstream of Pond
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StreamStats Report
Region ID: NC
Workspace ID: NC20220810133453244000
Clicked Point (Latitude, Longitude): 35.08569, -83.01 551
Time: 2022-08-10 09:35:18 -0400
O Collapse All
Basin Characteristics
Parameter Code Parameter Description Value Unit
DRNAREA Area that drains to a point on a stream 0.0948 square miles
Bankfull Statistics
Bankfull Statistics Parameters [Appalachian Highlands D Bieger 2015]
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.0948
square miles
0.07722
940.1535
Bankfull Statistics Parameters [Blue Ridge P Bieger 20151
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.0948
square miles
5.459454
125.999874
Bankfull Statistics Parameters [USA Bieger 2015]
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.0948
square miles
0.07722
59927.7393

Bankfull Statistics Flow Report [Appalachian Highlands D Bieger 2015]
Statistic Value Unit
Bieger_D_channel—width 5.72 ft
Bieger_D_channel—depth 0.57 ft
Bieger_D_channel_cross_sectional_area 3.28 ft"2
Bankfull Statistics Disclaimers [Blue Ridge P Bieger 20151
One or more of the parameters is outside the suggested range. Estimates were extrapolated with unknown errors.
Bankfull Statistics Flow Report [Blue Ridge P Bieger 2015]
Statistic Value Unit
Bieger_P_channel—width 7.15 ft
Bieger_P_channel—depth 0.531 ft
Bieger_P_channel_cross_sectional—area 3.95 ft"2
Bankfull Statistics Flow Report [USA Bieger 2015]
Statistic Value Unit
Bieger_USA_channel_width 5.4 ft
Bieger_USA_channel_depth 0.73 ft
Bieger_USA_channel_cross_sectional_area 4.79 ft"2
Bankfull Statistics Flow Report [Area -Averaged]
Statistic
Value
Unit
Bieger_D_channel—width
5.72
ft
Bieger_D_channel—depth
0.57
ft
Bieger_D_channel_cross_sectional_area
3.28
ft"2
Bieger_P_channel—width
7.15
ft
Bieger_P_channel—depth
0.531
ft
Bieger_P_channel_cross_sectional—area
3.95
ft"2
Bieger_USA_channel_width
5.4
ft
Bieger_USA_channel_depth
0.73
ft
Bieger_USA_channel_cross_sectional_area
4.79
ft"2
Bankfull Statistics Citations
Bieger, Katrin; Rathjens, Hendrik; Allen, Peter M.; and Arnold, Jeffrey G.,2015, Development and Evaluation of Bankfull
Hydraulic Geometry Relationships for the Physiographic Regions of the United States, Publications from USDA-ARS / UNL
Faculty, 17p. (https:Hdigitalcommons.uni.edu/usdaarsfacpub/1515?
utm_source=digitalcommons. unLed u%2Fusdaarsfacpub%2F1515&utm_medium=PDF&utm_campaign=PDFCoverPages)
USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose forwhich
the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S.
Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall
the act of distribution constitute any such warranty.

StreamStats Report
Region ID: NC
Workspace ID: NC20220710223858138000
Clicked Point (Latitude, Longitude): 35.08399,-83.01433
Time: 2022-07-10 18:39:19 -0400
O Collapse All
Basin Characteristics
Parameter Code Parameter Description Value Unit
DRNAREA Area that drains to a point on a stream 0.11 square miles
Bankfull Statistics
Bankfull Statistics Parameters [Appalachian Highlands D Bieger 2015]
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.11
square miles
0.07722
940.1535
Bankfull Statistics Parameters [Blue Ridge P Bieger 20151
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.11
square miles
5.459454
125.999874
Bankfull Statistics Parameters [USA Bieger 2015]
Parameter Code
Parameter Name
Value
Units
Min Limit
Max Limit
DRNAREA
Drainage Area
0.11
square miles
0.07722
59927.7393

Bankfull Statistics Flow Report [Appalachian Highlands D Bieger 2015]
Statistic Value Unit
Bieger_D_channel-width 6.08 ft
Bieger_D_channel-depth 0.595 ft
Bieger_D_channel_cross_sectional_area 3.65 ft"2
Bankfull Statistics Disclaimers [Blue Ridge P Bieger 20151
One or more of the parameters is outside the suggested range. Estimates were extrapolated with unknown errors.
Bankfull Statistics Flow Report [Blue Ridge P Bieger 2015]
Statistic Value Unit
Bieger_P_channel-width 7.58 ft
Bieger_P_channel-depth 0.556 ft
Bieger_P_channel_cross_sectional-area 4.38 ft"2
Bankfull Statistics Flow Report [USA Bieger 2015]
Statistic Value Unit
Bieger_USA_channel_width 5.69 ft
Bieger_USA_channel_depth 0.753 ft
Bieger_USA_channel_cross_sectional_area 5.19 ft"2
Bankfull Statistics Flow Report [Area -Averaged]
Statistic
Value
Unit
Bieger_D_channel-width
6.08
ft
Bieger_D_channel-depth
0.595
ft
Bieger_D_channel_cross_sectional_area
3.65
ft"2
Bieger_P_channel-width
7.58
ft
Bieger_P_channel-depth
0.556
ft
Bieger_P_channel_cross_sectional-area
4.38
ft"2
Bieger_USA_channel_width
5.69
ft
Bieger_USA_channel_depth
0.753
ft
Bieger_USA_channel_cross_sectional_area
5.19
ft"2
Bankfull Statistics Citations
Bieger, Katrin; Rathjens, Hendrik; Allen, Peter M.; and Arnold, Jeffrey G.,2015, Development and Evaluation of Bankfull
Hydraulic Geometry Relationships for the Physiographic Regions of the United States, Publications from USDA-ARS / UNL
Faculty, 17p. (https:Hdigitalcommons.uni.edu/usdaarsfacpub/1515?
utm_source=digitalcommons. unLed u%2Fusdaarsfacpub%2F1515&utm_medium=PDF&utm_campaign=PDFCoverPages)
USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose forwhich
the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S.
Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall
the act of distribution constitute any such warranty.

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