20240333 Ver 1_More Info Recvd_20240515

From: Rick Snyder
To: Homer, Seren M
Cc: Adam Williams; Amanda.JonesCnbusace.army.mil; Leslie, Andrea J
Subject: [External] Re: Request for Additional Information - Eagle Roost Stream Crossing (DWR#20240333) / Watauga
Co.
Date: Wednesday, May 15, 2024 9:39:07 AM
Attachments: image001.pnng
Eaale Roost PCN Updated 5 15 24.odf
Eagle Roost Pipe Detail Combined.pdf
Sianed AA Stream Crossina.ipea
24005 Stream Crossina2.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
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Hi Seren,
With Adam's help, I believe we have addressed the requested revisions. I have cited our
responses below. I'm also attaching the updated PCN as well as a detail sheet for the crossing,
a site plan showing proposed house sites, and an authorized agent form. Let me know if you
have any questions.
Thank You,
Rick Snyder
Rick Snyder, PLS
Snyder Surveying, Inc.
156 Doe Creek Rd.
Butler, TN 37640
ph: 423-768-3932
1. Your application indicates that 40 linear feet of the unnamed tributary were impacted by
the installation of the culvert for a road crossing. The site plan indicates the culvert
length is 40 feet. Please note that the stream impact length should encompass the full
linear footage of impact, including meanders, and therefore is generally more than the
culvert pipe length. Please confirm the stream impact length and provide a revised
length if necessary. See attached Site Plan map that depicts the exact footage of
impact to account for meanders, etc. as well as boulders to be added to address
aquatic life passage. Also see updated PCN impact sheet to address for this 56 feet
of impact.
2. As NC WRC has noted, it appears the 36" HDPE culvert is not buried in accordance
with culvert burial requirements (20% for culverts less than or equal to 48 inches).
When bedrock is present in culvert locations, culvert burial is not required, provided
that there is sufficient documentation of the presence of bedrock. Please provide a
response in accordance with WRC's comments, including proposed reinstallation and
consideration of alternative culvert material to ensure continued and long-term aquatic
passage during low flows. See attached Pipe Detail. We propose to place boulders
downstream of the pipe to an elevation 20% of culvert diameter (7.5" minimum).
This boulder placement will back water and bedload/native-material in a way that
will impact the stream less than a total culvert replacement. This will address any
"perched" culvert considerations and retroactively allow for low flow passage of
aquatic life.
3. It also appears no outlet protection (e.g., keyed in rip -rap) is present or proposed, which
poses stability concerns, especially considering that the culvert is currently perched at
the outlet. Please provide documentation and/or revisions, as necessary, to indicate how

stream conditions near the outlet will be protected from increased erosive effects to the
extent practicable to ensure the continuation of aquatic passage during low flow
conditions. See Site Plan and Pipe detail.
4. Please provide cross sectional details of the culvert showing the provisions for aquatic
life passage. Shown in attached Pipe Detail.
5. DWR has concerns regarding the feasibility of the development of Lot 4 without
additional impacts to streams/wetlands. Lots must be developable without further
impacts to jurisdictional waters. Please provide a site plan with building envelopes to
verify the lot can be developed without further impacts to jurisdictional features. See
attached Site Plan that addresses Lot 4 concerns.
6. We note that you are listed as the applicant for this project. The applicant will become
the `Permittee' and will be responsible for compliance with all general and regional
permit conditions, 401 and water quality regulations, as well as any permit non -
compliances or unauthorized activities associated with this project. Please verify that
you will be the permittee for this project or if the owner or another entity will become
the permittee. See attached PCN to reflect Sayre Investments, LLC as the owner
and applicant as well as the authorized agent form.
On 04/29/2024 3:41 PM EDT Homer, Seren M <[e-mail]>
wrote:
Good afternoon,
I've reviewed the application for the above -referenced project and require additional
information to complete my review. Please provide a response within 30 days. Please
note that your application will be considered "on hold" until a complete response is
received.
1. Your application indicates that 40 linear feet of the unnamed tributary were
impacted by the installation of the culvert for a road crossing. The site plan
indicates the culvert length is 40 feet. Please note that the stream impact length
should encompass the full linear footage of impact, including meanders, and
therefore is generally more than the culvert pipe length. Please confirm the
stream impact length and provide a revised length if necessary.
2. As NC WRC has noted, it appears the 36" HDPE culvert is not buried in
accordance with culvert burial requirements (20% for culverts less than or equal
to 48 inches). When bedrock is present in culvert locations, culvert burial is not
required, provided that there is sufficient documentation of the presence of
bedrock. Please provide a response in accordance with WRC's comments,
including proposed reinstallation and consideration of alternative culvert
material to ensure continued and long-term aquatic passage during low flows.
3. It also appears no outlet protection (e.g., keyed in rip -rap) is present or
proposed, which poses stability concerns, especially considering that the culvert
is currently perched at the outlet. Please provide documentation and/or
revisions, as necessary, to indicate how stream conditions near the outlet will be

protected from increased erosive effects to the extent practicable to ensure the
continuation of aquatic passage during low flow conditions.
4. Please provide cross sectional details of the culvert showing the provisions for
aquatic life passage.
5. DWR has concerns regarding the feasibility of the development of Lot 4 without
additional impacts to streams/wetlands. Lots must be developable without
further impacts to jurisdictional waters. Please provide a site plan with building
envelopes to verify the lot can be developed without further impacts to
jurisdictional features.
6. We note that you are listed as the applicant for this project. The applicant will
become the 'Permittee' and will be responsible for compliance with all general
and regional permit conditions, 401 and water quality regulations, as well as any
permit non -compliances or unauthorized activities associated with this project.
Please verify that you will be the permittee for this project or if the owner or
another entity will become the permittee.
General note, but no response required:
• In Part G.(2) of the PCN, you indicated the site is not in violation of DWR Water
Quality Certification Rules, DWR Surface Water or Wetland Standards, etc.
Please note that, while a Notice of Violation letter has not been issued by DWR,
conducting work in or impacting a surface water without prior authorization or
in compliance with Water Quality Certification Rules and Surface Water
Standards still constitutes a violation of said rules.
Please feel free to reach out to me if you have any questions or wish to discuss.
Thank you,
Seren Homer (she/her)
Environmental 5pecialist 11, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Cell: [phone]
seren.homer(@deq.nc.gov

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties by an authorized state official.

2/23/24, 3:24 PM Resume Submission
Ir�rl
DWR
Dh%lan of waw Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 4, 2023 Ver 4.3
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:Hedocs.deq.nc.govNVaterResources/DocView.aspx?dbid=0&id=2196924 (hftps:Hedocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2196924)
A. Processing Information
If this is a courtesy copy, please fill in this with the submission date.
Does this project involve maintenance dredging funded by the Shallow Draft Navigation Channel Dredging and Aquatic Weed Fund or involve the distribution or
transmission of energy or fuel, including natural gas, diesel, petroleum, or electricity?
O Yes OO No
Is this project connected with ARPA funding? *
O Yes OQ No
County (or Counties) where the project is located:
Watauga
Add additional county
Is this a NCDMS Project*
p Yes QQ No
Click Yes, only if NCDMS is the applicant or co -applicant.
DO NOT CHECK YES, UNLESS YOU ARE DMS OR CO -APPLICANT.
Is this project a public transportation project?*
O Yes OO No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
1 a. Type(s) of approval sought from the Corps:*
Q Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?
O Yes
Oi No
1 b. What type(s) of permit(s) do you wish to seek authorization?
0 Nationwide Permit (NWP)
Q Regional General Permit (RGP)
O Standard (IP)
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1c. Has the NWP or GP number been verified by the Corps?*
4)Yes ONo
Nationwide Permit (NWP) Number: 29 - Residential Developments
Add additional NWP
NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:
check all that apply
a 401 Water Quality Certification - Regular Q 401 Water Quality Certification - Express
O Non-404 Jurisdictional General Permit ❑ Riparian Buffer Authorization
O 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:
*
O Yes OQ No
O Yes OQ No
1f. Is this an after -the -fact permit application?*
*Yes ONo
1g. 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.
O Yes OQ No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
Upload
FILE TYPE MUST BE PDF
1 h. Is the project located in any of NC's twenty coastal counties?
O Yes OO No
1j. Is the project located in a designated trout watershed?*
OO Yes O No
You must submit a copy of the appropriate Wildlife Resource Commission Office.
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx (http://www.saw.usace.army.mil/Missions/Regulatory-
Permit-Prog ram/Agency-Coordi nation/Trout.aspx)
B. Applicant Information
1a. Who is the Primary Contact?*
Rick Snyder
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1 b. Primary Contact Email: *
[e-mail]
1d. Who is applying for the permit? *
O Owner
(Check all that apply)
le. Is there an Agent/Consultant for this project?*
#Yes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Sayre Investments
2b. Deed book and page no.:
DB 2315, pg. 844
2c. Contact Person:
(for Corporations)
1c. Primary Contact Phone:*
(xxx)xxx-xxxx
[phone]
Q Applicant (other than owner)
2d. Address*
Street Address
19421 Liverpool Parkway
Address Line 2
City
State / Province / Region
Cornelius
NC
Postal / Zip Code
Country
28031
United States
2e. Telephone Number: *
(XXX)XXX-XXXX
(4 32 )768-3932
2f. Fax Number:
l
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
Add another owner
3. Applicant Information (if different from owner)
3a. Name:*
Will Adkins
3b. Business Name:
(if applicable)
Sayre Investments, LLC
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3c. Address*
Street Address
19421 Liverpool Pkwy
Address Line 2
C
city
Cornelius
Postal / Zip Code
F 8031
3d. Telephone Number:*
[phone]
(XXX)XXX-xxxx
3f. Email Address:*
[e-mail]
State / Province / Region
NC
Country
US
3e. Fax Number
(XXX)XXX-xxxx
4. Agent/Consultant (if applicable)
.......................................................................................................
4a. Name:*
Rick Snyder
4b. Business Name:
(if applicable)
Snyder Surveying Inc
4c. Address *
Street Address
156 Doe Creek rd
Address Line 2
city State / Province / Region
Butler Tn
Postal / Zip Code Country
37640 United States
4d. Telephone Number:* 4e. Fax Number:
([phone]
(XXX)XXX-xxxx (XXX)XXX-xxxx
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1 a. Name of project:*
Eagle Roost Stream Crossing
1b. Subdivision name:
(if appropriate)
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1 c. Nearest municipality / town:"
Banner Elk
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
1869335820000
2c. Project Address
Street Address
3076 Pigeon Roost
Address Line 2
City
Banner Elk
Postal / Zip Code
28604
2d. Site coordinates in decimal degrees
2b. Property size:
(in acres)
18
State / Province / Region
NC
Country
United States
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 how
the 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: *
36.17285-81.83578
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Craborchard Creek
3b. Water Resources Classification of nearest receiving water:
C;Tr
Surface Water Lookup (https://experience.arcgis.com/experience/7073e9l22ab74588b8c48ded34c3df55/)
3c. What river basin(s) is your project located in?*
Watauga
Add another river basin
3d. Please provide the 12-digit HUC in which the project is located.
060101030301
River Basin Lookup (http://ncdenr.maps.arcgis.com/apps/Publiclnformation/index.html?appid=ad3a85aOc6d644aOb97cdO69db238ac3)
4. Project Description and History
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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 Subject Property is located in Watauga County near the boundary of Avery Co. The land use in the vicinity of
the project is rural. Approximately 40ft of an unnamed tributary to Craborchard Creek has been piped under a road,
resulting in 56ft of stream impacts without prior 401/404 approval to provide driveway access.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
O Yes OO No O Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
400
4h. Explain the purpose of the proposed project: *
The purpose of this project is to develop lots on the property. The culvert was installed to provide stream crossings
for driveway access of 3 lots.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The purpose of this project is to provide access to 3 residential lots. Approximately 40 linear feet of unnamed
tributary to Craborchard Creek has been piped to provide residential access, resulting in 56± linear feet of impacts.
Equipment used: trackhoe, bull dozer, dump truck, etc.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
O Yes
Comments
Oi No
5b. If the Corps made a jurisdictional determination, what type of determination was made?
O Preliminary O Approved O Not Verified O Unknown OQ N/A
O Unknown
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Corps AID Number:
Example: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
O Yes QQ No
Resume Submission
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.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
0 Wetlands 19 Streams -tributaries 0 Buffers
Open Waters O Pond Construction
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* (7)
3b.lmpact
3c. Type of impact*
3d. S. name*
3e. Stream
3f. Type of
3g. S. width*
3h. Impact
type*
Type *M
Jurisdiction*
length*
S1
Stream Crossing
Permanent �
Culvert
�ffo
Craborchart
Intermittent ��
Both �
�3 �
56
Average (feet)
(linear feet)
Add another impact
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
56
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3i. Total temporary stream impacts:
0
3i. Total stream and ditch impacts:
56
3j. Comments:
A 40ft x 36in CPP was installed in the fall/winter 2023 and this after the fact application is to
cover those impacts.
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: *
Impacts to aquatic resources were minimized during this work. Erosion control measures were
installed per E&S Plan submitted to and approved by Watauga County Planning.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: *
Construction activities worked outside of aquatic resources whenever possible. All disturbed
areas have been seeded with temporary and permanent cover. No additional aquatic impacts
are anticipated.
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?
C Yes QQ No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
No compensatory mitigation is required.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS (https:Hribits.usace.army.mil/ribits_apex/f?
p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:0) 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?
O Yes OO No
For a list of options to meet the diffuse flow requirements, click here
(https://files.nc.gov/ncdeq/Water%2OQuality/Surface°/u2OWater%2OProtection/401 /Buffer%20Clarification%20Memos/Options%20for%20Meeting%20Diffuse%20FIow%20Provisions%20c
If no, explain why:
Project is not in a protected riparian buffer.
2. Stormwater Management Plan
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2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
O Yes OQ No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
OQ Yes O No
To look up low density requirement click here 15A NCAC 02H .1003(2) (http://reports.oah.state.nc.us/ncac/title°/a2015a°/a20-%20environmental%20quality/chapter%2002%20-
%20environmental%20management/subchapter%20h/15a%20ncac%2002h %20.1003. pdf).
Comments:
The built upon area after the construction of the road is approximately 0.03%.
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?*
O Yes OO 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)?*
O Yes OQ No
2b. If you answered "yes" to the above question, provide an explanation of the violation(s):
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? *
*Yes ONo
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?
O Yes OQ No O 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?*
O Yes OQ No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes OQ No
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5d. Is another Federal agency involved?*
O Yes 0 No
5e. Is this a DOT project located within Division's 1-8?*
OYes (#)No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes Oi No
5g. Does this project involve bridge maintenance or removal?*
Q Yes OQ No
O Unknown
Link to the NLEB SLOPES document: hftp://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf (http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-
SLOPES&apps.pdf)
5h. Does this project involve the construction/installation of a wind turbine(s)?**
O Yes OO 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.?
O Yes OQ No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC regulatory review process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
O Yes OQ No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http_//gis.ncdcr.gov/hpoweb/ (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)?
O Yes OQ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC SHPO Mapper
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: hftps://msc.fema.gov/portal/search (https://msc.fema.gov/portal/search)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
O Yes OO No
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8c. What source(s) did you use to make the floodplain determination? *
FEMA Flood Map Service Center online mapping tool.
Miscellaneous
Comments
Appendices to PCN submittal:
1) US Army Corps Submittal Cover Sheet
2) Agent Authorization Forms
3) Site Maps
4) Site Plans
5) Site Photosheets
6) USFWS Correspondence Letter
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
Upload
File must be PDF or KMZ
Signature
Q 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:*
Adam Williams
Signature *
x
t
Date
Date will be captured on form submission
Submit Save as Draft
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NOTES
1. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, RIGHTS OF WAY, OR RESTRICTIONS OF RECORD.
2. THIS PROPERTY IS SUBJECT TO ANY ENCUMBRANCES OR FINDINGS OF A LEGAL TITLE SEARCH.
3. THIS SURVEY MAKES NO CLAIMS AS TO MATTERS OF LEGAL TITLE TO THE PROPERTY AS SHOWN.
4. ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 3710186900J, EFFECTIVE 12103109,
THE PROPERTY SHOWN HEREON IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
\ TOP OF CULVERT ELEVATION=4065.50
O 1 \ INVERT OF CULVERT ELEVATION =4062.31' N
_ Cd
36" X 40' H.D.P.E. CULVERT
30' \ \ �\ \\ \ �\
GRAVEL ROAD
30
I I I , lR TREgM - -
O
BOULDERS INSTALLED AT 7.5"
ABOVE INVERT TO RETAIN SEDIMENT
KEYED IN RIP RAP STABILIZATION— I / /' APPROXIMATE
FOR OUTLET PROTECTION I k;,( PROPOSED \
MID -POINT OF CULVERT= I �� Ii FOOTPRINT
LAT:36` 10'20.6734"
LON:81'50'02.1271"
TOP OCULVERT E INVERT OFCULVERTELEVATION 44066 58'
P 00�
�> \ G Ste\
1 56' OF TOTAL
LINR
ACT
ESs.�i�'�/,, INCLUDINGAND�STABILPZATION
��•• QF 0jL /i MEASURES. 1 30.0' _
SEAL ` 0
L-4418 0 °� \\ A \ \ \
LEGEND \\ ao
O EXISTING IRON REBAR
0 NEW IRON REBAR
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OO EXISTING IRON PIPE 0" y9 \
'(X UTILITY POLE
® WATER METER
• POINT 0 \ �
❑ FENCE POST
x— FENCE LINE
— - — CENTERLINE \
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— — — — ADJOINER'S LINE
0/H -- -- - OVERHEAD UTILITIES
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN \
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REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH \
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ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN
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REVIEWED FOR COMPLIANCE WITH RECORDING REQUIREMENTS FOR PLATS.
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STREAM/CULVERT LOCATION FOR:
'Ir)" I I L Cu"W"Y'
EAGLE ROOST
ACCORDING TO RULE
0820-03-.06 OF THE TENNESSEE SURVEYING
STANDARDS OF PRACTICE, ALL ELECTRONIC AND/OR DIGITALLY COPIED
DOCUMENTS ARE CONSIDERED PRELIMINARY. REFERENCE IS HEREBY MADE
1
TO THE ORIGINALLY SIGNED AND SEALED DOCUMENTS FOR THIS SURVEY.
SCALE. 1" = 60' File Name: 24005
SNYDER SURVEYING, INC.
Professionally Licensed in
Tennessee and North Carolina
DATE. MAY 9, 2024
DRAWN BY.- HAYDEN OSBORNE
Ph/Fax: [phone] email: [e-mail]
156 Doe Creek Rd. Butler, IN 37640 NC FIRM #C-2812
SHAWNEEHAW TOWNSHIP, WATAUGA COUNTY, N.C.
4B-325B

EAGLE ROOST CULVERT STREAM CROSSING pg.112
PROFILE VIEW
SURFACING STONE
NON -WOVEN FILTER CLOTH
TOP WIDTH = 16 FT�
Culvert Data:
BOULDERS PLACED SUCH THAT
Length:
40 ft
e
e n
°
WATER/BED-MATERIAL
Size:
x 40 Span
MINIMUM 18" FILL
D nC ° D °
e D
BACKS UP A MINIMUM OF 7.5"ATOP INVERT ELEVATION TO
Type:
H DPE
J�
P° D P o ° u°
TRENCIJ DOWNSTREAM
r ALLOW MOVEMENT OFAQUATIC LIFE
'Lim
e: Slo
p
10.0 %
NON -WOVEN FILTER CLOTH P���OD
P
D D ° &ND OF FABRIC p °
° ° °
° f
D 2�
G
°
e
° STRNMB4D 7.5" ° p u
n e
HEADWALL
RIPRAP/BOULDER� °
( 2.0' MIN DIA) e D °
e ANVE CULVERT u ° g°
° ° INVERT FOR AQUATIC °
POPGANISM PA�SAIE ° o u
u D
o
e o
r e p
e D
PROPOSED STREAMBED
FLOW DIRECTION -
TOTAL IMPACT LENGTH = 56 FT
INLET STREAMBED ELEVATION: 4066.58 (NOT TO SCALE)
INLET INVERT ELEVATION: 4066,5
IN
M�1�111■�il�■I�
PROPOSED STREAMBED
SLOPE OF PIPE: 10.0% 1
OUTLET STREAMBED ELEVATION: 4063.0 6
OUTLET INVERT ELEVATION: 4062.31
CROSS—SECTION VIEW
d O d d
—_ a
p dC d
d C d V
—III—III— d d d G
d
°° d d
d
I I —I I I d e Q ° a d ° V A
C a d A d ° °O °
—III—I I ° ° ° Ia °
—
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—� 1 1—III-1 1 ° a d ° a ° ---
° 36"
:: El I El I 1:::--1 I 1:::--1 I
El I El I 1=1 I 1=1 I I--
III=III=III=III—I I
=1 11=1 11=1 11=1 11=
—1 1 1-1 1 11 1 11 11-1 11-1 1I—
(NOT TO SCALE)

SPECIFICATIONS pg• 212
aquatic passage:
1) Boulders will be placed downstream of the current outlet invert to an
elevation at least 7.5" above the invert elevation. This is to cause
bedload material to back up within the 36" pipe and allow for low flow
passage of aquatic life.
materials:
1) Pipe - acceptable culvert materials include concrete, corrugated
metal, corrugated plastic, new or used high quality steel and any
other materials. For this project the project engineer recommends
corrugated plastic.
2) Bands - bands shall be either rod and lug type or hugger bands. bands
shall be of some material as pipe. For this project, no bands are
anticipated.
3) Fill material - general. as soon as practical, backfill the excavation
after placement of the permanent structure. Use backfill free from
stones large enough to interfere with compaction; large or frozen
lumps that will not break down readily under compaction; and wood
or other extraneous material. Obtain backfill material from excavation
or from other sources approved by the project engineer. In areas not
supporting a completed roadbed, retaining wall, or embankment,
place backfill in layers at most 6''-8" deep (loose measurement). In
areas supporting a portion of a roadbed, retaining wall, or
embankment, place backfill in uniform layers at most 8 in. deep (loose
measurement). Compact each layer to meet the density requirements
of the roadbed, retaining wall, embankment material, or as shown on
the plans.
4) Fabric filter cloth - shall be non -woven needle punch, see nres national
engineering manual part 642 material specification
592-geotextiles. The project engineer recommends class 1 fabric filter
cloth.
5) Surfacing stone - shall be crusher run stone or as otherwise specified.
6) Headwall boulder - shall be angular rock with a minimum diameter 2.0'
Construction:
Culvert
1) Bedding - whenever possible place pipe on the natural streambed
grade or slope. do not excavate a trench to accomodate an
oversized pipe for increased capacity. for this project, the pipe invert
will be placed 6" below the proposed streambed grade.
2) Bands - install rod and lug type or hugger bands according to
manufacturer's recommendations. Dimple bands shall not be used.
After bands have been properly installed, wrap joints with filter cloth to
prevent soil movement through the joint.
3) Headwall - install headwall boulders at a maximum 1.5:1 slope,
offsetting the rocks into the road embankment. Sill the headwall 4'
into the bank and 2' below the proposed streambed grade along the
length.
Fill Material
1) Avoid damaging culvert or coating during filling and tamping
operations.
2) Place fill in layers of 6'' to 8" thickness. evenly distribute fill along the
length of the conduit and compact before placing the next layer.
3) Extra care should be exercised in filling around the pipe. All fill placed
under the pipe and up to half the diameter of the pipe shall be hand
tamped to fill all voids under the pipe and around the corrugations.
The remaining fill shall be carefully compacted using manual methods
or mechanical rolling equipment.
4) Overfill shall be sufficient to maintain a crown over the pipe after
settlement has occurred.
Fabric FilterCloth
1) Fabric filter cloth shall be trenched in on the downstream side of the
road or trail.
2) Filter fabric shall be trenched in on the upstream side of the
emergency overflow.
3) Use mulch netting staples to hold fabric filter cloth flat during
placement of surfacing stone.
Surfacing Stone - place stone over fabric filter cloth to a depth of at least 6"
before allowing equipment to use road or trail. the final stone
depth shall be 8''. the roadbed will be 12' wide and 30' long from
the road embankment over the stream into the floodolain.
Seeding- seed and mulch all disturbed areas as soon as construction is
completed
Underline text indicates project specific information that has been added to
the nres pipe/culvert stream crossing standard drawing

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: 18693335820000
STREET ADDRESS: 3076 Pigeon Roost Rd. Banner Elk, NC 28604
Property Owner: Sayre Investments, LLC
The undersigned, registered property owners of the above noted property, do hereby authorize
Rick Snyder , of Snyder Surveying INC.
(Contractor/Agent) (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):
Sayre Investments, LLC
19421 Liverpool Parkway,
Cornelius, NC 28031
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized Signature:
Date: 2/9/24