20220145 Ver 2_ePCN Application_20220913

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:
8/9/2022
BIMS # Assigned* Version#*
20220145 2
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Mitchell Anderson:eads\mlanderson
Information for Initial Review
la. Name of project:
Jones Streambank and Shoreline Protection
la. Who is the Primary Contact?*
Mallory Keller
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
9/13/2022
Nearest Body of Water
Yadkin
Basin
Yadkin-PeeDee
Water Classification
C, Tr
Site Coordinates
Latitude: Longitude:
36.048 -81.451
A. Processing Information
County (or Counties) where the project is located:
Caldwell
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
Please provide the date of the previous submission.*
1/26/2022
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: 13 - Bank Stabilization
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:
If. 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
Id. 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:
Jones Farms Ferguson NC LLC
2b. Deed book and page no.:
BK1276 PG 1154 yr 1999
2c. Contact Person:
Tony Jones
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
10614 W NC Hwy 268
Address Line 2
City State / Province / Region
Boomer NC
Postal / Zip Code Country
28606 US
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Mallory Keller
3b. Business Name:
Caldwell County Soil and Water District
3c. Address
Street Address
120 Hospital Ave NC
Address Line 2
City
Lenoir
Postal / Zip Code
28645
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Rachel E Smith PE
4b. Business Name:
NCDA&CS, Division of Soil and Water Conservation
4c. Address
Street Address
1301 Fanning Bridge Road
Address Line 2
City
Fletcher
Postal / Zip Code
28732
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
3e. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Lenoir
2. Project Identification

2a. Property Identification Number:
2874443302
2b. Property size:
121.37
2c. Project Address
Street Address
3555 HWY 268
Address Line 2
City
Lenoir
Postal / Zip Code
28645
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Yadkin
3b. Water Resources Classification of nearest receiving water: *
C, Tr
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401010105
4. Project Description and History
State / Province / Region
NC
Country
US
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 Yadkin -River passes through the property and is bordered by river bottom pastureland currently planted in fescue. The site is located in a bend in the river where turbulent waters have
eroded an excess of 300 feet of the streambank.
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:
0
4g. List the total estimated linear feet of all existing streams on the property:
Yadkin River 6680 ft, tributaries 9690 ft total 16,370 ft
4h. Explain the purpose of the proposed project: *
The purpose of the project is to build up and stabilize the remaining river bank to prevent further loss. The project will improve water quality in the Yadkin River by stabilizing eroding banks
and re-estabilishing aquatic habitat along the bank. The project will also add woody vegetation along the riparian buffer
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project is designed using a rock toe stabilization technique that will provide for bank stability. The equipment used will include excavators, dump trucks, and skid steer -loaders. The
project is approximately 300 linear feet and will include the installation of a bankfull bench as well as a 35 foot undisturbed woody riparian buffer.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
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?*
Yes No
Unknown
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.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Bank Stabilization
Permanent
Bank Stabilization
Yadkin River
Perennial
Both
45
Average (feet)
300
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
300
3i. Total stream and ditch impacts:
300
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
0
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
In order to stabilize the banks, some impact is necessary. Only the area of active erosion will be impacted.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All work will be accomplished in areas without active flow. The active flow will be temporarily diverted from the bank using waste blocks to allow for still
water directly adjacent to the active work area. The work will be sone such that no new bank grading will be started that cannot be finished in the same
work day. In addition, temporary stabilization measures will be installed at the end of each work day.
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:
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:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation

la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
Project will use Agricultural Cost Share program funds provided by the Caldwell Soil and Water Conservation District.
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
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 only to stabilize the actively eroding banks and will not increase impervious surfaces no add any infrastructure. Project will provide
increased width of vegetated buffer.
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
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
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
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.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Species determination was completed for permit #SAW-2019-01943 by Byron Hamstead USFWS Biologist
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? *
https://saw-reg. usace.army. mi I/trout/Caldwel I_Trout_Wate rsheds. pdf
https://www.habitat.noaa.gov/apps/efhmapper/
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?*
Jim Errante Cultural Resources Specialist with NRCS visited the site in person and did a shovel test evaluation along with routine historical map
assessments. He found no evidence of historic or prehistoric cultural resources on the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8b. If yes, explain how project meets FEMA requirements:
Project re-establishes the top of bank location at approximately the same elevation and location utilized for current effective flood maps
8c. What source(s) did you use to make the floodplain determination?*
https://flood.nc.govincflood/riskToolsFull.html
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
jones-pcn_docs.pdf 3.44MB
File must be PDF or KMZ
Comments
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:
Rachel E. Smith, PE
Signature
Date
9/13/2022

Tony Jones Topo Map
7/23/2020, 12:37:31 PM
Override 1 Override 1
Override 1
Streams
Trout Counties StreamRiver
1:24,000
0 0.15 0.3
0.6 mi
s ti ti '1
0 0.25 0.5 1 km
Copyright:© 2013 National Geographic Society, i-cubed
Artificial Path
USDA NRCS SURRGO Soil data I Soil Survey Staff. Gridded Soil Survey Geographic (gSSURGO) Database for North Carolina. United States Department of Agriculture, Natural Resources Conservation Service. Available online at http://datagateway.nrcs.usda.gov/. 20171127 (FY2018 official

m
459410
Map Scale: 1:1,320 if printed on A landscape (11" x 8.5") sheet.
0 15 ?0
Soil Map —Caldwell County, North Carolina
(Jones Bank Stabilization)
08
8
I I I I I I I 36° 2' 49" N
459470 459500 459530 459560 459590 459620 459650
Meters
60 90
Feet
0 50 100 200 330
Mapprojedion: Web Mercator Conerwordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/13/2022
Page 1 of 3

Soil Map —Caldwell County, North Carolina
(Jones Bank Stabilization)
MAP LEGEND
Area of Interest (AOI)
n Area of Interest (AOI)
Soils
El Soil Map Unit Polygons
Soil Map Unit Lines
▪ Soil Map Unit Points
Special Point Features
Blowout
031 Borrow Pit
Clay Spot
Closed Depression
• Gravel Pit
Gravelly Spot
▪ Landfill
A. Lava Flow
jda Marsh or swamp
• Mine or Quarry
CO Miscellaneous Water
• Perennial Water
• Rock Outcrop
• Saline Spot
Sandy Spot
Severely Eroded Spot
• Sinkhole
Slide or Slip
o Sodic Spot
Spoil Area
Stony Spot
el Very Stony Spot
Wet Spot
▪ Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
rika Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Caldwell County, North Carolina
Survey Area Data: Version 22, Jan 21, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 29, 2011—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usDn Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/13/2022
Page 2 of 3

Soil Map —Caldwell County, North Carolina
Jones Bank Stabilization
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CnA
Codorus loam, 0 to 2 percent
slopes, frequently flooded
0.5
5.3%
DaC2
Danripple sandy clay loam, 8
to 15 percent slopes,
moderately eroded
0.7
8.1 %
DoA
Dan River and Comus soils, 0
to 4 percent slopes,
occasionally flooded
1.5
17.4%
PaB
Pfafftown loam, 2 to 6 percent
slopes, rarely flooded
0.3
3.2%
RhE
Rhodhiss sandy loam, 25 to 45
percent slopes
0.1
0.7%
RoB
Ronda loamy sand, 0 to 5
percent slopes, occasionally
flooded
4.1
48.0%
W
Water
1.5
17.3%
Totals for Area of Interest
8.6
100.0%
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
9/13/2022
Page 3 of 3

From: Smith, Rachel
To: 401PreFile
Subject: Pre -filing Meeting Request
Date: Tuesday, August 9, 2022 4:58:00 PM
Attachments: DWR Pre -Filing Meeting Request Form.Ddf
DWR # 20220145
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Regular
Rachel Smith
[e-mail]
Jones Farms Ferguson NC LLC
Jones Farm Streambank Stabilization
Caldwell
City
Boomer
State / Province / Region
NC
Postal / Zip Code
28654
Country
United States
Street Address
10614 W NC Hwy 268
Address Line 2
Annino, Amy
Repair of less than 400 linear feet of the left streambank on the Yadkin
River which has eroded 25-30 feet in to a pasture and destroyed
fencing and waterline for cattle watering. Utilize a woody toe if
sufficient quantity of woody material can be located. If suitable woody
material is not available, a boulder toe or some combination of both
will be utilized. Located at 36.047832, -81.450513. Property is located
at 3450 NC-268, Ferguson, NC 28624.
Rachel E. Smith, PE
PLEASE NOTE NEW CELL PHONE NUMBER BELOW.
NC Department of Agriculture & Consumer Services
Division of Soil & Water Conservation
Fletcher Regional Office
1301 Fanning Bridge Road
Fletcher, NC 28732
Email: [e-mail]
NEW Cell: [phone] *
Office Phone: [phone]
*NEW CELL PHONE NUMBER. PLEASE UPDATE YOUR CONTACTS.
www.ncagr.gov/swc/

NOTICE: E- mail 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.

From: 401PreFile
To: Smith. Rachel
Subject: Automatic reply: Pre -filing Meeting Request
Date: Tuesday, August 9, 2022 4:58:14 PM
This email confirms receipt of your pre -filing meeting request. Please retain this email for your
records and submit this documentation as part of your 401 application (PCN Application) as
required by federal law. DWR will not be able to accept your application without this federally
required documentation. 401 applications received without documentation that a pre -filing
meeting request was submitted at least 30 days prior will be returned as incomplete.
Responses to this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's
vacatur of the Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule"
("Federal Rule"). As a result of the United States Supreme Court order, the Trump
Administration's Federal Rule has sprung back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on
applicants for 401 Certifications and on DWR's processing of those applications. One
requirement is that 401 applicants must request a pre -filing meeting request at least 30 days
prior to submitting their 401 application. [40 C.F.R. §121.4] In turn, the Federal Rule requires
that applicants include documentation of their pre -filing meeting request in their 401
Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to the Federal Rule
for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required
pre -filing meeting request documentation does not constitute a "certification request." As a
result of the reinstatement of the Trump Administration's Federal Rule, all 401 applications
received after April 6, 2022 that do not have documentation that a pre -filing meeting request
was submitted at least 30 days prior to submittal of a 401 Certification application will be
returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of
staff contact list(s).
For Non -Transportation Central Staff:
https://deq.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting/401-buffer-permitting-contacts
For Non -Transportation Regional Staff:
https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1

For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
permitting/staff-contacts

LEGEND
NON -ENCROACHMENT
-- FLOODPLAIN
CENTERLINE
MODEL SECTIONS
APPROX. GIS
PARCEL LINES
44+00
45+00
46+00
47+00
f
/'
48+00
CROSS SECTION 1269158
49+00
NON -ENCROACHMENT 461'
ENGINEERING SURVEY BOUNDARY
o J OFFSET=fl-d 4 =�
Q t99 �l ..—_---- 12 8�+00
501
m ` L ,- 1 / _q i-L 12u00{00 . _.e �... a 268 +00
,_.
04-00 t N' ' - r, - - �- �26:7+r0`
_ f �' ~� T 1+49 STA = 12690+31 -
126 3+0t % 'i - - - OFFSET=0.0 ✓ '
�0 0 � I,= ,7__. 12 +00
f/
1+007 121 J�5� /! 51+00 \N.
cc;. �17 �j �
1+50 ev // ; 12685+ 9
p: z/
w, j
/, 2+0{
'"r 2+19 52+00
JONES, TONY
STREAMBANK STABILIZATION
YADKIN RIVER
Google Earth
53+00
54+00
STA = 12687+29
OFFSET=0.0
i
126812100
1" = 100'
•
Legend
• JONES BANK STABILIZATION
JONES BANK STABILIZATION (36 047748 .81.45C440
taie In Feet
FINAL C5!27/2022
a
RACHEL E. SMITH.
File NOIl JONES TOPO 5-27-22.dwg
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V w W
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828-687-1213
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FLOODPLAIN
DIVISION OF' SOIL AND WATER CONSERVATION
DEPARTMENT OF
DRAWING SCALE: 1" = I OW
Sheaf No" 1
D1 5

LEGEND
rj
]0 / 12893+75
BENCHMARK
NAIL IN GROUND
/
1+50
46+00
47+00
48+00
CROSS SECTION 1269158r
49+00
STA = 12691+58
OFFSET=0.6
•
ti
12too 1 50+00
1
12690+09"
_
//
/7 f.
7/
./
o /,
/ I"=60'
a� 'r
w
120
0+00
:rs 0+50 E �r _
126.-�'Q�
,+ 12690+00 r2689+00
1+49• \ STA = 12690+31
;.-+',ram^t�^
•
--• f -
w
OFFSET=0.0
STREAMBANK STABILIZATION
CONSTRUCTION NOTES AND SEQUENCE
1. Obtain plan approval and other applicable permits.
2. Delineate property boundaries within project area, buffer limits, and
limits of construction.
3. All equipment is to be stored and fueled in a protected area outside
the designated buffer
4. Hold preconstruction conference at least one week prior to starting
construction.
5. Install temporary gravel construction entrance as the first construction
activity.
6. Remove trees designated during preconstruction meeting to allow
access to channel.
7. Begin installation of rip rap toe at the upstream location of the tie into
existing bank.
8. Place non -woven geotextile as indicated in the typical section leaving
enough width to wrap the fabric on the back of the rip rap.
9. Place the rip rap as indicated on the plans and as directed by the
engineer or her delegate.
1 d.When the equipment can no longer reach from the top of the bank,
install access ramp on bank behind the installed rip rap so no active
flow can reach the disturbed material. In lieu of building the ramp, a
long reach excavator may be used.
11.Continue the rip rap toe to the tie at the downstream end of the
project.
12. Wrap geotextile around back of rock toe.
13.PIace fill material such that all new material is placed, compacted,
seeded, mulched, and matted within the same day it is placed.
14.Begin to place fill material behind the rock toe which will act as a
berm to protect newly placed fill from active flow.
15.When fill material reaches the elevation of the top of the rip rap toe,
place woven coir matting backed by non -woven coir to create a lift on
top of the rock toe, as indicated on the plans.
„1268/5016. Continue to place fill material to bankfull elevation.
17.Lime, fertilize, seed (temporary and permanent) and straw mulch all
disturbed areas along channel as specified in construction
documents.
Secure matting with stakes as indicated on the plans.
19.Install remaining fill to existing grade at no more than 2:1 slope.
29.Lime, fertilize, seed (temporary and permanent) and straw mulch all
disturbed areas along channel as specified in construction
documents.
21.Install matting to a minimum of 2' beyond the top of the bank.
22.PIant woody vegetation if soil and plant conditions permit.
23.AII erosion and sediment control practices will be inspected weekly
and after each rainfall event. Needed repairs and maintenance will be
conducted immediately.
24.After site is stabilized, remove all temporary measures and install
permanent vegetation on the road and staging area.
25.Estimated time before final stabilization shall be approximately 2
weeks.
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FINAL 05/27/2022
RACHEL E. SMITH,
Drawing File AIUk1e:JONE$_TQPO_5-27-22.dwg
STREAMI3ANK STABILIZA'I'ION
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DEPARTMENT
NORTH CAROLINA
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_AN1) CONSUMER
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DRAWING SCE LE: I •• = 60
Sheet No.
of 5

PRELIMINARY VOLUMES
RAW CUT - 407 C.Y.
RAW FILL -1232 C.Y.
Scale In Feet
30
l
CROSS SECTION
30'
Boulder Toe Protection:
5'x3'X2.5 Boulders (SEE DETAILS SHTS 3)
60'
51+00
ti
G4, 0-9
12,200 SO FT AREA OF UNDISTURBED NATIVE VEGETATIO
5 ROWS OF LIVESTAKES 4 ROWS OF TREES AND SHRUBS
STREAMBANK STABILIZATION
ONY DUNES
C.ALDWELL COUNTY,
OF SOIL .AND WATER CONSERVATION
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OF AGRICULTURE
DIVISION
NORTH CAR
828-687-1213
AND CONSUMER SERVICES
DRAWING SCALE:1 = :iff
Sheet No. :3
of 5

PLANTING MIXTURE CONTENT
'Apply seed mixture at a rate of 20 pounds per acre, Seed content ratio may
vary WITH APPROVAL but is limited to grasses listed below with a minimum of
2 species of herbaceous FLOWERING PLANTS.
GRASSES
Sorghastrum nutans (Indian Grass): 25% Hordeum spp. (Raney): 22%
Panicum clandestium (Deer Tongue): 12%
Panicum virgatum (Switchgrass): 12%
Elymus virginicus (Virginia Wild Rye): 22%
FLOWERING HERBACEOUS PLANTS (7%):
Rudbeckia laciniata (Cutieaf Coneflower) Lobelia siphilitica (Great Blue
Lobelia)
Helianthus angustifolius (Swamp Sunflower) Lobelia cardinalis (Cardinal Flower)
Asclepias incarnata (Swamp Milkweed) Asclepias syriaca (Common
Milkweed)
LIME AND FERTILIZER.
Lime: 2,000 pounds / acre of finely ground, dolomitic limestone Fertilizer: 400
pounds) acre of 10-10-10 or equivalent
*These rates also apply when hydroseeding MULCHING
Six (6) feet width of 700 glm"2 coir matting shall be installed from the stream's
edge to beyond TOP OF BANK AT LEAST 5' UPSTREAM AND
DOWNSTREAM OF TIE IN PANTS. Blankets shall be anchored with wood
stakes in accordance with the MATTING DETAIL.
Remaining surfaces may be mulched with dry, unchopped, unweathered small
grain straw or hay free or seeds of competing plants. Spread at the rate of 1-2
tons per acre depending upon the season. Evenly spread mulch over the area
by hand or mechanical equipment. Apply mulch uniformly so that 25% of the
ground surface is visible.
Temporary Seed shall be applied to establish ground cover based upon the
following planting frame:
Rye Grain Secale cereale 25 lbslac Aug 15 - May 15
Browntop Millet Urochloa ramosa 10 lbslac May 15-Aug 15
1130.00
1120.00—
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1100.00
GENERAL VEGETATION PLAN NOTES
A. GROUND COVER, SOIL PREP, TEMPORARY AND PERMANENT
VEGETATION SHALL BE INSTALLED ON ALL AREAS DISTURBED DURING
STABILIZATION, GRADING AND STRUCTURAL WORK,
B. LIVE STAKES, TRANSPLANTS AND / OR CONTAINERIZED PLANTS
SHALL BE LOCATED WHERE SHOWN ON PLAN. A VEGETATED BUFFER
SHALL EXTEND A MINIMUM OF 20 FT FROM THE WATERS EDGE OR AS
SHOWN ON THE PLANS.
C. ADJUSTMENTS TO THE VEGETATION PLAN SHALL BE MADE ONLY IF
APPROVED BY THE PROJECT ENGINEER.
LIVE STAKES AND CUTTINGS
D. CUTTINGS SHOULD BE INSTALLED THE SAME DAY THEY ARE CUT.
THE STAKE SHOULD BE ORIENTED WITH THE BUDS POINTED UP, AND
THE BOTTOM SHOULD BE CUT AT AN ANGLE FOR EASY INSERTION INTO
THE GROUND.
E. ABOUT 3/4 OF THE LENGTH OF THE STAKE SHOULD BE BELOW
GROUND AND ANGLED DOWNSTREAM. AN IRON BAR CAN BE USED TO
MAKE A PILOT HOLE TO PREVENT BARK FROM BEING DAMAGED DURING
INSTALLATION.
TRANSPLANTS AND CONTAINER STOCK
F. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH
FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD
ITS SOIL TOGETHER ONCE REMOVED FROM THE CONTAINER.
G. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND
35' OF UNDISTURBED WOODED BUFFER (MIN. OF 25' FROM BANKFULL ELEVATION)
TREES AND SHRUBS
4 ROWS
700 GRAM WOVEN —
COIR MATTING
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1090.00
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1 1 1=1 1 1-1 1 1=1 1 11 1 1 . I I
18"-WOODEN STAKES ,oe000
WITH NAIL OR SCREW TO ' a°'°
PREVENT UPLIFT OF MATTING __E'
INSTALLED 2' ON CENTER .=III-1 i=i I1-111----111-
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NON -WOVEN COIR MATTING
WITHOUT NETTING TO II1111 m II
CREATE A GEO-LIFT I.11-11l. tHH
6oz/SQ YD NON -WOVEN,
NEEDLE PUNCH GEOTEXTILE
0
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TYPICAL SECTION
PLACED IN SHADY CONDITIONS UNTIL PLANTING OCCURS.CREATE
PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
H. THE DIAMETER OF THE PLANTING HOLES (PITS) FOR EACH PLANT
SHOULD BE AT LEAST THREE TIMES THE DIAMETER OF THE ROOT
MASS. SCARIFY THE PLANTING PIT PRIOR TO EACH PLANT
INSTALLATION.
I. SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THE BOTTOM OF
THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
J. PLACE BACKFILL AROUND BASE AND SIDES OF ROOT MASS, AND
WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS
AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 213 FULL, WATER
THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL. WATER
AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
RECOMMENDED NATIVE PLANT SPECIES FOR RIPARIAN AREA
TREES
• Painted Buckeye
• Cherry Birch
• River Birch
• Bitternut Hickory
• Shagbark Hickory
Persimmon
• Green Ash
• Silverbell
• Blackgum
• Sycamore
• Black Cherry
• Black Willow
• White Basswood
SMALL TREES/SHRUBS
• Tag Alder
• Male -berry
• Umbrella Tree
• Serviceberry
• Ninebark
• Red Chokeberry
• Wild Azalea
• Common Pawpaw
■ Swamp Azalea
• Sweet -shrub
• Swamp Rose
• tmnwood
• Silky Willow
• Altercate Leaf Dogwood
• Meadowsweel
• Silky Dogwood
• Sweet Leaf
• Hazel -nut
• Withe-rod
• Witch -hazel
• Yellow -root
• Winter Berry
• Elderberry
• Doghobble
• Spicebush
ALL SMALL TREES 1 SHRUBS SHALL BE PLANTED AT SPACING OF 3' X 3'. THE
ENTIRE REPAIRED STREAMMANK AND BANKFULL BENCH SHALL BE ESTABLISHED
WITH WOODY VEGETATION. CONSULT WITH SOIL AND WATER CONSERVATION
DISTRICT PERSONNEL FOR ADDITIONAL GUIDANCE.
COMMONLY AVAILABLE LIVESTAKE SPECIES
(MINIMUM OF 3 SPECIES PLANTED 1S"-24" ON CENTER.)
Common Name Botanical Name
• Buttonbush Cepholonthus occidentalis
• Silky Dogwood Corpus omamum
• Red Twig Dogwood Corpus sericea (C. stalornfera)
• Nlnebark Physocarpus opulifalius
• Silky Willow Sallxsericeo
• Elderberry Sumbucus conadensis
LIVESTAKES 2' TO 3' ON CENTER - 5 ROWS
INSTALL FIRST ROW AT BOULDER -
EARTH FILL INTERFACE
PRIOR TO PLACING FILL
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BANKFULL STAGE 1111
TO BE FIELD VERIFIED BY
ENGINEER DURING CONSTRUCTION
- BANKFULL
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1II=1111111111111 111{ 1=11_, 11=I l l
111-111=1 [ [=111=1 11. 1 i f-111-11 i=1 I ICI 1 I-111=111=11 I-111E-111=111—i 11=111 41=11 I,
LEGEND
SURFACE
COLOR
BARE EARTH (2005) LIDAR FROM
FRIS.NC.GOV
2019 DEM03
SURVEY March 2021
PROPOSED REPAIR
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; ,1. 1 15'x3'x2.5' Boulders,
Approx 60 boulders placed on non -woven geotextile (6 OZ/SQ YD)
Top of footer boulder to be placed at existing bed elevation.
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1130.00
120.00
1110.00
1100.00
1090.00
0
FINAL 05/27/N22
RACHEL E. SMITH. PE
Drawing FirrJO S_TCP0_5-27-22.dwg
JONES STRE •IBANK STABILIZATION
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:0I-\TV. NORTH
IIIV'I-1ON OF SOII. AND WATER CONSI?ItV..\I'ION
CAROLINA DEPARTMENT OF .-GRIC'I-I.T
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o4.�FEss1
DRAWING SCALE: ----
Sheol No.
of 5
RTATIr7N

MATTING, TYPICAL.
)SEE NOTE 1)
TOP OF BANK ANCHOR
)SEE DETAIL)
DEAD STOUT STAKE,
TYPICAL (SEE DETAIL)
MATTING OVERLAP
(SEE DETAIL)
TOP OF BANK
l
MATTING STAKE. TYPICAL (SEE NOTE 6)
TOE OF BANK ANCHOR (SEE DETAIL)
MATTING WRAP
)SEE NOTE 2)
TOE OF BANK
DEAD STOUT STAKE. TYPICAL
(SEE DETAIL)
TOE OF BANK
MATTING ANCHOR DETAIL
•
BACKFILL
)SEE NOTE 2)
TOP OF BANK
/ (SEE NOTE 1)
TOP OF BANK
MATTING. TYPICAL
UNTREATED
2" X 4" (NOMINAL)
BOARD
CROSS-SECTION
4"
0" -112"
12"
APPROXIMATE BASE
FLOW WATER LEVEL
TOE OF BANK
24"
24"
A \
j, 24"
❑IRECTION
1QORQ
'i
1°DIRECTION OF STREAM FLOW
Q DIRECTION DOVNJ THE BANK SLOPE
MATTING OVERLAP
(SEE NOTE 5)
MATTING OVERLAP DETAIL
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0 0 10
12"
0 0 0 0 0
MATTING, TYPICAL.
(SEE NOTE 1)
1 EROSION CONTROL MATTING SHALL CONSIST OF 700 GRAM COIR FIBER EROSION CONTROL
MATTING. MATTING SHALL BE INSTALLED FLAT AND STAKED AGAINST A SLOPE ANDIOR A STREAM
BANK.
2. MATTING SHALL BE ANCHORED IN A TRENCH AT BOTH THE TOE AND TOP OF THE STREAM SANK.
DEAD STOUT STAKES AND CLEAN SOIL BACKFILL SHALL BE USED TO SECURE THE MATTING INTO
THE TOE AND TOP OF BANK TRENCHES. TO PREVENT EROSION OR -WASHING our OF BACKFILL
IN THE TOE OF BANK ANCHOR TRENCH. MATTING SHALL BE INSTALLED SO THAT IT WRAPS OVER
THE DEAD STOUT STAKE AND BACKFILL, THUS POSITIONING THE REMAINING MATTING FOR
INSTALLATION UP THE STREAM BANK
3 THE SLOPE ANDIOR STREAM BANK SHALL BE PREPARED (GRADED, TILLED, SMOOTHED. ETC.)
AND SEEDED AND MULCHED AS SPECIFIED BY THE DESIGNER PRIOR TO THE PLACEMENT OF THE
MATTING.
4. THE MATTING SHALL BE INSTALLED 5O AS TO NOT BE IN TENSION, BUT BE PLACED NEATLY,
FLUSH AGAINST THE SOIL, AND WITH NO GAPS OR WRINKLES. ADDITIONAL STAKING SHALL BE
INSTALLED BY THE CONTRACTOR AS NEEDED ENSURE CONTACT WITH THE SOIL.
5. ANY MATTING OVERLAPS NECESSARY SHALL BE OF A LENGTH SPECIFIED BY THE
MANUFACTURER OR AS OTHERWISE SPECIFIED BY THE DESIGNER. ALSO, OVERLAPS SHALL BE
ORIENTED IN A DOWN -SLOPE DIRECTION, DOWNSTREAM DIRECTION, OR OTHERWISE
'SHINGLE -STYLE" IN ACCORDANCE WITH THE DIRECTION OF THE DOMINANT EROSIVE ACTION SO
THAT THE MATTING END IS PROTECTED AGAINST MOVEMENT.
6. THE FIELD OF THE MATTING OVER THE SURFACE OF THE SLOPE ANDIOR STREAM BANK SHALL BE
SECURED WITH MATTING STAKES OF A SIZE AND TYPE, IN A PATTERN, AND VNTH SPACING
DIMENSIONS AS SPECIFIED BY THE MANUFACTURER OR AS OTHERWISE SPECIFIED BY THE
DESIGNER.
7. MATTING SHALL BE NEATLY SECURED AROUND ANY PROJECT STRUCTURES. STRUCTURE ARMS.
ANDIOR SILLS TO PREVENT ANY LOOSE OR FRAYED EDGES.
8. THERE SHALL BE NO LOOSE ENDS OR UNSECURED MATTING ON THE COMPLETED WORK
9. THE PLAN VIEW ILLUSTRATES A PERPENDICULAR PERSPECTIVE OF EACH SURFACE DEPICTED IN
THE C ^^ Bp1 7 IRE IS NO FORESHORTENING OF THE STREAM BANK )OR ANY OTHER
SL6'E Y�.'.�H PLANVIEW.
0 9 0
0 0
0 0 0
0 9 0 P VIEVG
(SEE •TE 9)
0 0 0 0 0 __ 0
0 0
0
11
0 0 0
r r
0 0 0 0
0
0
9 0
0 9 0
12"
TOE OF BANK ANCHOR
(SEE DETAIL)
FLOW
Pm-
TOP OF BANK
../—
MATTING. TYPICAL
)SEE NOTE 1)
MATTING STAKE TYPICAL
)SEE NOTE 6)
APPROXIMATE BASE
FLOW WATER LEVEL
rz.—
z- TOE OF BANK
DEAD STOUT
STAKE TYPICAL
)SEE DETAIL)
NOT TO SCALE
FINAL 05/27/2022
RACKL. E. 51.ITH, PE
File N6meMNES_21_MAF71NG.dwg
828-587-1213
JONES STREAMBANK STABILIZATION
z
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JONES_21 _MATTING_ DETAIL
CALDWELL COUNTY, NORTH CAROLINA
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\„,\LM
DRAWING SCALE:NTS
Sheet No. 5
of 5