20210643 Ver 1_ePCN Application_20210511

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
April 4, 2021 Ver 4
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
C Yes ( No
Change only 1 needed.
BIMS # Assigned*
20210643
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
Willowbrook Stream Repair
la. Who is the Primary Contact?*
Wyatt Brown
lb. Primary Contact Email:*
[e-mail]
Date Submitted
5/11/2021
Nearest Body of Water
Beddingfield Creek
Basin
Neuse
Water Classification
C,NSW
Site Coordinates
Latitude:
35.67969
A. Processing Information
Version#*
What amout is owed?*
6 $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lc. Primary Contact Phone:*
[phone]
Longitude:
-78.49987
County (or Counties) where the project is located:
Johnston
Is this a NCDMS Project
✓ Yes G No
Is this project a public transportation project?*
✓ Yes G No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes f• No

ID#
20210643
Version
1
Pre -fling Meeting or Request Date
4/14/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
DWR Pre -Filing Meeting Request Form (24).pdf
Fie type mast be FCF
la. Type(s) of approval sought from the Corps:
f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
✓ No
1b. What type(s) of permit(s) do you wish to seek authorization?
7 Nationwide Permit (NWP)
I- Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— Individual 401 Water Quality Certification
18 - Minor Discharges
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
57.69KB
I— 401 Water Quality Certification - Express
17 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes rNo
1j. Is the project located in a designated trout watershed?
✓ Yes r No
✓ Yes r No
✓ Yes r No
B. Applicant Information
Id. Who is applying for the permit?
I7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
WILLOWBROOK HOMEOWNERS ASSOC!
2b. Deed book and page no.:
Book: 03471 Page: 0297

2c. Contact Person:
Don Matera, President
2d.Address
Street Address
14100 POSSUM TRACK ROAD
Address Line 2
aty
RALEIGH
Postal / Zip Code
27614-0000
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Wyatt Brown
4b. Business Name:
Brown's Environmental Group, Inc
4c.Address
Street Address
242 Batten Farm Road
Address Line 2
atY
Selma
Postal / Zip Code
27576
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Province / Region
NC
Country
US
2f. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
Agent Authorization Letter*
Willowbrook Agent letter.pdf 81.82KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(it appropriate)
Willowbrook
lc. Nearest municipality/ town:
Clayton
2. Project Identification
2a. Property Identification Number:
174004-82-5681
2b. Property size:
2.6
2c. Project Address
Street Address
2009 Willow Hill Lane
Address Line 2
City State / Province / Region
Clayton NC
Postal / Zip Code Country
27520 US
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Beddingfield Creek
3b. Water Resources Classification of nearest receiving water:*

C, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011103
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Willow Brook is a condominium neighborhood located adjacent to Pine Hollow Golf Course in Clayton NC. The area is mixed housing, woodland and Pine Hollow Golf Course. An
unnamed first order stream is located directly behind 2 townhomes with location being 2005 and 2009 Windy Hill Lane. The left stream bank of the unnamed stream is eroding outward,
toward the townhomes, putting them in danger of destruction.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes b' No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Quad.pdf 318.37KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
soils.pdf 277.85KB
4f. List the total estimated acreage of all existing wetlands on the property:
No wetlands were observed in the project area
4g. List the total estimated linear feet of all existing streams on the property:
- 496.0
4h. Explain the purpose of the proposed project:*
There is increasing erosion on the left bank of the unnamed stream. The eroding left bank is creeping toward the townhomes putting the stability of the 2 townhomes in danger. The
purpose of the project is to armor the left bank to stop the erosion and save the townhomes from destruction.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The left bank of the stream is eroding, widening toward 2 essting condos. The stream will be pumped around or diverted around the work area. The eroded bank area will be excavated
with a track hoe and the spoil placed uphill, away from the stream. Gabion baskets will be filled with class B riprap and placed on an 8 in pad of #57 stone. The moving of the gabion
baskets will be by a track hoe. After the gabions are placed according to the detail and the approval of the engineer, proper fill will be placed and compacted around the gabions back
to the uphill stream bank.
4j. Please upload project drawings for the proposed project.
c-00 property information (5).pdf 7.12MB
c-1 existing conditions (3).pdf 595.79KB
c-2 Proposed Retaining Wall and (4).pdf 1.55MB
C-3 Stream Cross -Sections (2).pdf 267.63KB
c-4 retaining wall cross-sectio (2).pdf 543.76KB
D-1 Retaining Wall Details (1).pdf 2.84MB
D-2 Erosion control Details (2).pdf 372.32KB
site photos (1).pdf 1.19MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes
Comments:
r No r Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved 6 Not Verified r Unknown r WA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
Wyatt Brown
Brown's Environmental Group, Inc
6a. Is this a phased project?*

4 Yes r 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?
Not to my knowledge
LD. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
3. Stream Impacts
fJ Buffers
S1
3a. Reason for impact (?)
Bank Stabilization
3b.Impact type*
Permanent
3c. Type of impact*
Bank Stabilization
3d. S. name*
Stream 1
3e. Stream Type*
(?)
Intermittent
3f. Type of
Jurisdiction *
Both
3g. S. width*
6
Average (feet)
3h. Impact
length*
148
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
148
3i. Total stream and ditch impacts:
148
3j. Comments:
The eroded left bank will only be disturbed.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
fJ Neuse
r Catawba
r Goose Creek
r Other
3i. Total temporary stream impacts:
0
r Tar -Pamlico
r Randleman
r Jordan Lake
6b. Impact Type
Allowable
6c. Per or Temp
P
6d. Stream name
Stream 1
6e. Buffer mitigation required?
No
6f. Zone 1 impact
580
6g. Zone 2 impact
0
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Zone 1
0.00
Zone 1
580.00
Zone 2
0.00
Zone 2
0.00
Zone 1 Zone 2
Total combined buffer impacts: 580.00 0.00
6i. Comments:
Only the eroded left bank will be disturbed. Please refer to attached plans and photos in section 4J above.
Supporting Documentation
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:

Most of the construction will be in the eroded stream bank away from the stream, a pump around or piped diversion will be utilized to divert the clean
water flow. The eroded banks must be repaired in that specific location so avoidance is difficult, the gabion baskets are designed to repair the eroded
bank and should not protrude into the stream.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
As stated above a pump around or a piped diversion will be utilized to divert the clean water. Erosion control will be installed below the stockpiled earth
fill, the work in the stream will not occur during high flours or in periods when rain is expected. Care will be taken not to disturb the natural riffles, pools
or thalweg during the construction. If needed, a dirty water pump will be utilized to dewater the construction area and pumped into a soil bag or a
sediment pit.
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 6 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Less than the threshold for stream impact, there is no wetland impact.
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?
c Yes
rNo
What type of SCM are you providing?
n Level Spreader
n Vegetated Conveyance (lower SHWT)
n Wetland Swale (higher SHWT)
n Other SCM that removes minimum 30 % nitrogen
7 Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes 0' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes G No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
✓ Yes r No
✓ N/A - project disturbs < 1 acre
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 GNo
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)?*
G Yes 6 No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes r: No
3b. If you answered "no," provide a short narrative description.
This permit request is for stream bank repair on an essting site, this should not generate additional impacts.
4. Sewage Disposal (DWR Requirement)

4a. Is sewage disposal required by DWR for this project?*
✓ Yes rNor 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 6' No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
6 Yes rNo
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes(-No
r No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes r 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 r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Natural Heritage
IPaC-This is a first order intermittent stream that is fed from a pond on Pine Hollow Golf Course. According to the Design Engineer, the outflow from
the pond can be greatly reduced in summer months to conserve water in the pond impoundment reducing the stream to a trickle if not dry.
1) Red -cockaded Woodpecker -"The red -cockaded woodpecker makes its home in mature pine forests", there are no mature pine forest in the area
and no mature trees will be damaged. No affect.
2) Neuse River Waterdog-"Are usually found in streams wider than 15 meters (m), deeper than 100 centimeters (cm), and with a main channel flow
rate greater than 10cm/second. The project area stream is much smaller with much less flow. No affect.
3) Carolina Madtom-"Prefer clean water with permanent flow and are not tolerant of siltation and turbidity. Our stream is a first order stream with
intermittent flow. No Affect
4) Atlantic Pigtoe-"Is dependent on clean, moderate -flowing water with high dissolved oxygen content in creek and riverine environments." Our stream
has intermittent flow in an urban watershed. No affect.
5) Dwarf Wedgemussel-"Agriculture (both crop and livestock) and forestry operations, roads, residential areas, golf courses, and other construction
activities that do not adequately control soil erosion and water run-off contribute excessive amounts of silt, pesticides, fertilizers." Our stream is located
on a Golf Course in an urban environment. No affect.
Consultation Documentation Upload
IPaC_ Explore Location resources.pdf
project_report_willowbrook_stream _ repair _0_30261 _30261.pdf
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes (- No
423.04KB
1.48MB
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
None in Johnston County
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 rNo
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Link Above
7c. Historic or Prehistoric Information Upload
SHPO.pdf 221 28KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
✓ Yes rNo
8c. What source(s) did you use to make the floodplain determination?*
Link above

Miscellaneous
Comments
The Preliminary JD Package is attached.
Miscellaneous attachments not previously requested.
Willow Stream Repair JD Package.pdf 1.49MB
Signature
17- 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:
Wyatt Brown
Signature
�i �2"Ort9'F
Date
5/11/2021

March 2nd, 2021
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Chris Hopper
Re: Willowbrook Road, Johnston County
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. The property's PIN is
174004-82-5681.
Also, Mr. Wyatt Brown of Brown's Environmental Group, Inc. and his subcontractor's has my permission
to act as my agent on this property concerning wetlands and streams.
For the Willowbrook HOA
D(JNn AACtaCE.,(2,
Don Matera, President

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210643
Version*
Raleigh Regional Office - [phone]
Stephanie Goss
Pre -Filing Meeting Request submitted 3/28/2021
Contact Name * Wyatt I brown
Contact Email Address* [e-mail]
Project Name * Willowbrook Stream Repair
Project Owner* WILLOWBROOK HOMEOWNERS ASSOC!
Project County* Johnston
Owner Address: Street Address
14100 POSSUM TRACK ROAD
Address Line 2
City State / Rovince / Region
Raleigh North Carolina
Fbstal / Zip Code Country
27614 United States
Is this a transportation project?* r Yes ( No
Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss, Rick Trone (I have discussed with
Stephanie)
Please give a brief project description below and include location information.*
The bank of the stream has eroded well into the bank getting
dangerously close to inhabited condos. This repair should stabilize
the bank and stop the erosion.
Please give a couple of dates you are available for a meeting.

4/14/2021
4/15/2021
Please attach the documentation you would like to have the meeting about.
c-00 property information (3).pdf
c-1 existing conditions (2).pdf
c-2 Proposed Retaining Wall and (2).pdf
C-3 Stream Cross -Sections (1).pdf
c-4 retaining wall cross-sectio (1).pdf
D-1 Retaining Wall Details.pdf
D-2 Erosion control Details (1).pdf
site photos.pdf
pdf only
7.12MB
595.79KB
713.46KB
267.63KB
543.76KB
2.84MB
678.47KB
1.19MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
�iyazcet
Submittal Date 3/28/2021

•
•
Site
k}+ USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information
System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National
Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural
Earth Data; U.S. Department of State Humanitarian Information Unit; and NOAA National Centers for
Environmental Informatior?UKViastal Relief Model. Data refreshed May, 2020.

IOHN5CON 3
CUN
NORTH•CAROLINA
* * * DISCLAIMER
Johnston County assumes no legal responsibility for the information represented here.
WILLOWBROQ44 1. +, V , >
L�OWBRO �1O l +
411 J
PI—%- .'
N
r`k PH. 2 A SEC. 14'
\ tWVI WBR 1� .
LOWBROO
Approximate site
location
Scale: 1:4264 - 1 in. = 355.35 feet
(The scale is only accurate when printed landscape on a 8 1/2 x 11 size sheet with no page scaling.)
Johnston County GIS
May 2, 2021

Vicinity Map
Scale: 1" = 1000'
USGS Garner and Clayton Quadrangle Maps
2016 Garner Qu
a• rangle Flap
t 0•
Site L fr.,''
•� r
i
i
c
2016 ClaytaisbQuadrangle
Scale: 1" = 1000'
Scale: 1" = 1000'
ir
1'
Clayton
USDA Soil Survey
Soil Symbol
Soil Name
Hydrologic
Group
Seasonally High
Water Table
RnF
Rion
B
>6.0'
WoB, WoD
Wedowee
B
>6.0'
UcC
Uchee
A
3.5'-5.0'
NkB
Nankin
C
>6.0'
Ra
Rains
B/D
0'-1.0'
NoA, NoB
Norfolk
B
4.0'-6.0'
FORE ST7DR.
TRDR'I
II
Project Discussion
Stream bank erosion is occurring adjacent to two (2) residential buildings, and if left unchecked,
could undermine the deck structures. Approximately 102 lineal feet of Gabion Wall
will be constructed to stabilize the stream bank.
To protect the work area and minimize sediment issues, the water flow in the stream will be
diverted by installing an upslope soil berm and a downslope rock check dam. Water accumulation
upslope of the soil berm will be pumped downslope of the stone check dam. All work will be
conducted within the Willowbrook Home Owners common property. Total land disturbance is
0.19 acres (8276 SF). To further minmize flow through the disturbed stream area,
the pond located 600 feet upstream, will be lowered. The pond lowering will be the responsibility of
Willowbrook Homeowners Association.
The retaining wall with a maximum height of 4.5 ft. is designed to withstand a 100 year rain event
and has a Factor of Safety of more than 2 against overturning and sliding.
SCHEDULE OF SPECIAL INSPECTIONS
IT-4 MODULAR RETAINING WALLS (NCBC SECTION 1704 AND 1807.2.5)
ITEM
MONITORING
NOTES AND SCOPE
MATERIAL VERIFICATION
PERIODIC
PERIODIC
• VERIFY GABION STONE FILL, AND FILTER FABRIC
• VERIFY GABION , LASING AND TIE WIRE TYPE AND SIZES
FOUNDATIONS
PERIODIC
CONTINUOUS
• PERFORM SOIL TESTING OF FOUNDATION AREA
TO VERIFY ADEQUATE BEARING CAPACITY
• VERIFY THICKNESS AND WIDTH OF RETAINING WALL LEVELING PAD
STRUCTURAL FILL
CONTINUOUS
• VERIFY USE OF PROPER SOIL, DENSITIES, MOISTURE CONTENT,
AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION
OF STRUCTURAL FILL
WALL CONSTRUCTION
PERIODIC
PERIODIC
• VERIFY INSTALLATION OF GABION BASKETS
• VERIFY LACING AND TIE WIRE LOCATIONS AND INSTALLATION
IN ACCORDANCE WITH SECTION 1704 OF THE NORTH CAROLINA BUILDING CODE, RETAINING WALLS WITH A CUMULATIVE VERICAL RELIEF
GREATER THAN 5 FEET IN HEIGHT WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50 FEET OR RETAINING WALLS LESS THAN 5 FEET IN
CUMULATIVE VERTICAL RELIEF AND ADJACENT TO STRUCTURES LOCATED CLOSER THAN THE VERTICAL RELIEF REQUIRE SPECIAL
INSPECTION TESTING. THE OWNER SHALL ENGAGE A QUALIFIED 3RD PARTY INDEPENDENT TESTING AGENCY TO CONDUCT SPECIAL
INSPECTIONS IN ACCORDANCE WITH SECTION 1807.2.5 OF THE NORTH CAROLINA BUILDING CODE FOR THE SITE RETAINING WALL(S)
PROVIDED ON THESE PLANS. AFTER CONSTRUCTION, A SUMMARY OF THE SPECIAL INSPECTION TESTING SHALL BE PROVIDED BY THE
TESTING AGENCY TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR THE FINAL REVIEW.
Drawing List
C-00 Property Information
C-1 Existing Conditions
C-2 Proposed Retaining Wall and Erosioin Control
C-3 Stream Cross -Sections
C-4 Retaining Wall Cross -Sections
D-1 Retaining Wall Details
D-2 Erosion Control Details
Property Owner:
Willowbrook Homeowners Association
Don Matera,Willowbrook HOA Board Member
[phone]
[e-mail]
Property Information:
Parcell Id: 05G01192E
N C P I N :174004-82-4693
Book/Page: 01197/0101
Acreage: 0.610 acres
Address: Not Asigned
ENGINEERING & ENVIRONMENTAL
6,, SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Property Information
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
02/17/21
DRAWN:
TPS
REVISED:
SCALE:
See Drawings
Sheet No.

Willowbrook HOA
NCPIN: 174004-82-
x102.36
101.68
x
100.33 x.
x 94.27
99.61 x
x 97.35
x 98.29
101.82 x
•i
0
Paved Parking Lot
Gaped Area
Invert Elevation: 84' (Approx.)
98.89 x
Scale: 1 "=10'
10
20
99.49 x
Michael M Leham
2009 Willow Hill Ln
Clayton NC 27520
NCPIN: 174004-82-4697
94.45 x
Chana D Perrell
2005 Willow Hill Ln
Clayton, NC 27520
NCPIN: 174004-82-4699
x 96.40
98.78 x
x 96.40
x98.78
x
90.37
S fin
amine
x
90.95
94.67
x
x94.94
x
96.52
LEGEND
x 96.40
Existing Toe of Stream Bank
Exisiting Top of Bank
Topo Lines
Spot Elevations
Property Line
Tree Line
ENGINEERING & ENVIRONMENTAL
6,, SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Existing Conditioins
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
02/17/21
DRAWN:
TPS
REVISED:
SCALE:
See Drawings
Sheet No.

Center Reference Line
0
102.36
101.68
100.33 x-
9961
94.27
Cross -Section 1
Scale: 1 "=10'
10
20
Paved Parking Lot
Willowbrook H
NCPIN: 004-82-4693
aped Area
oo. etainin
Michael M Leham
2009 Willow Hill Ln
Clayton NC 27520
NCPIN: 174004-82-4697
House
•�= _.,ate..=
�''�'•��� I 11 I II I II I 11
I I I I II I I I I I— I= I I II
I I II I I I I I
= 91.
IIh.
I illllll I�•II III el
+I II 1 I11
I I� a —I.eii®Ilell�
�.. n n neneneno�
101.82
Cross -Section 2
4' (Approx.)
99.51 c
94.45 x
Cross -Section 5
Cross -Section 3
99.49
Cross-Sectio
Construction and Erosion Control Sequence
1. Install silt fence below soil stock pile area.
2. Construct upslope soil berm. and install 1 ft. diameter smooth inner wall corrugated plastic pipe.
3. Construct downslope rock check dam.
4. Remove existing wood pedestrian bridge.
5. Start construction of retaining wall.
6. Once retaining wall is completed, remove upslope soil berm. Re -deposit soil at stock pile area and
grade ground flush.
7. Spread rock from downslope check dam uniformly along the stream.
8. Re -vegetate all areas disturbed.
8. Install excelsior and re -vegetate along stream banks that were disturb by the
upslope soil berm removal.
Chana D Perrell
2005 Willow Hill Ln
Clayton, NC 27520
NCPIN: 174004-82-4699
House
96.40
Limits of Disturbance
98.78
Cross -Sec
ining Wall
96.40
98.78
Cross -Section 7
Notes:
1. Stream Impact is 148 lineal feet.
2. Stream Buffer Area Impacted is 580 square feet.
illo a •• OA
C P I N : 174004-82
ridge
Existin
SeWOr Line
_9A..59
5
92.46
Center Reference Line
(94.94
96.52
Cross -Section 8
0
x 96.40
LEGEND
Existing Toe of Stream Bank
-- -- Exisiting Top of Bank
Existing Topo Lines
Spot Elevations
Property Line
Proposed Retaining Wall
Limits of Disturbance
Existing Tree Line
Zone 1 Impacted
Buffer Areas
SEED BED PREP AND SEEDING SCHEDULE.
PERMANENT SEEDING MIXTURE FOR AREAS 3:1 AND FLATTER
SPECIES RATE (LB./ACRE)
TALL FESCUE
TALL FESCUE AND ABRUZZI RYE
TALL FESCUE
COMMON (HULLED) BERMUDA
TEMPORARY SEEDING MIXTURE
300
300
300
25
OPTIMUM PLANTING TIME
AUGUST 15-NOV 1
NOV 1-MARCH 1
MARCH 1-APRIL 15
APRIL 15-JUNE 30
*RESEED ACCORDING TO OPTIMUM PLANTING TIMES IN PERMANENT SEEDING SCHEDULE.
ALLOW TEMPORARY COVER TO GET NO MORE THAN 12" HT. BEFORE MOWING.
SPECIES RATE (LB./ACRE)
DATE
TALL FESCUE AND
BROWNTOP MILLET (OR)
SORGHUM-SUDAN HYBRIDS
35 TOTAL JULY 15-AUGUST 15
PERMANENT SEEDING MIXTURE FOR AREAS 3:1 TO 2:1
SPECIES RATE (LB./ACRE)
SERICEA LESPEDEZA (SCARIFIED) 50
AND ADD
TALL FESCUE 120
OR ADD
WEEPING LOVE GRASS 10
OR ADD
COMMON (HULLED) BERMUDA 25
BERMUDA (UNHULLED) 30
PERMANENT SEEDING MIXTURE FOR AREAS 2:1 AND STEEPER
OPTIMUM PLANTING TIME
MARCH 1-JUNE 1
MARCH 1-JUNE 1
MARCH 1-JUNE 30
MARCH 1-JUNE 30
DEC 30 - APRIL 1
SPECIES RATE (LB./ACRE)
WEEPING LOVE GRASS 40
TEMPORARY SEEDING MIXTURE
OPTIMUM PLANTING TIME
MARCH 1-JUNE 30
*RESEED ACCORDING TO OPTIMUM PLANTING TIMES IN PERMANENT SEEDING SCHEDULE.
ALLOW TEMPORARY COVER TO GET NO MORE THAN 12" HT. BEFORE MOWING.
SPECIES RATE (LB./ACRE)
DATE
TALL FESCUE
BROWNTOP MILLET (OR)
SORGHUM-SUDAN HYBRIDS
120
35
30
JUNE 1-SEPT 1
SERICEA LESPEDEZA (UNHULLED UNSCARIFIED)
AND TALL FESCUE
SORGHUM-SUDAN HYBRIDS
70
120
30
SEPT 1-MARCH 1
* ADD ABRUZZI RYE
25
NOV 1-MARCH 1
SOIL AMENDMENTS SHALL BE TILLED OR OTHERWISE MIXED TO 8" DEPTH PRIOR TO SEEDING
THE TOP 3" SHALL PULVERIZED TO PROVIDE A UNIFORM SEED BED.
HARD PAN SHALL BE CHISLED WITH SOIL SCARIFIER IF CONDITIONS WARRENT BY ON SITE INSPECTION.
ALL ROCKS AND DEBRIS SHALL BE REMOVED PRIOR TO FERTILIZING AND SEEDING EXPOSED AREAS.
UNLESS INDICATED OTHERWISE BY SOIL TEST REPORT:
APPLY AGRICULTURAL LIMESTONE AT A RATE OF 95 LBS PER 1000 SF
APPLY FERTILIZER AT A RATE OF 21 LBS PER 1000 SF (5-10-10).
MULCH
MULCH - 70 LBS PER 1000 SF - SMALL GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR - ASPHALT EMULSION ON MULCHED AREAS @ 200-400 GAL./ACRE (TYPE R.S.)
MAINTENANCE
REFERTILIZE AT THE END OF THE WARRANTY PERIOD ACCORDING TO NC COOP EXT SVC. RECOMMENDATIONS
MOW TO 3" HT. WHEN AVERAGE HT. OF GRASS BECOMES 5".
RE -DISK, APPLY SOIL AMENDMENTS AND RESEED & MULCH DAMAGED OR DEAD AREAS IMMEDIATELY.
ENGINEERING & ENVIRONMENTAL
6,, SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Proposed Retaining Wall
And Erossion Control
Measures
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
02/17/21
DRAWN:
TPS
REVISED:
SCALE:
See Drawings
Sheet No.

CROSS-SECTION 1
CROSS-SECTION 2
105
100
95
90
85
25
105
100
95
90
85
25
20
15
10
5
0
5
10
15
CROSS-SECTION 3
20
25
30
35
40
45
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JEMENEEMENEEMEM
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85
25
105
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95
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20
20
15
10
5
0
5
10
15
CROSS-SECTION 5
20
25
30
35
40
105
100
95
90
85
25
105
100
95
90
85
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20
15
10
5
0
5
10
15
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25
30
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40
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abion
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-year
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CROSS-SECTION 8
25
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35
30
25
20
15
10
5
0
5
10
15
20
25
40
45
Existing Ground Level
Proposed Ground Level
Horizontal and Vertical Scale: 1 "=5'
ENGINEERING & ENVIRONMENTAL
2 C SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Stream Cross -Sections
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
02/17/21
DRAWN:
REVISED:
SCALE:
See Drawings
Sheet No.

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ENGINEERING & ENVIRONMENTAL
2C SCIENCE COMPANY
DATE:
02/17/21
3008 Anderson Drive
Raleigh, NC 27609
6 [phone]
DRAWN:
TPS
02/17/21
an
Retaining Wall Cross -Section
REVISED:
�04
$y;
''�'
` Q �
SCALE:
See Drawings
SEAL
Z. t 15472 / _
_,AN _;
%�.o,� FNGItdEE�/����`
%, �.K.8H���������
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
Sheet No.
C-4
of:

WORK DISCRIPTION
EXECUTION
A. Retaining Wall:
1. Work consists of furnishing and construction of 102 lineal feet of Gabion Retaining Wall System
in accordance with the specifications and in reasonably close conformity with the lines, grades
design and dimensions shown on the plans.
B. Earthwork:
1. Preparing foundation soil subgrade to the lines and grades shown on the drawings.
2. Furnishing and installing leveling pad to the lines and grades shown on the drawings.
3. Prepare final soil subgrade after retaining wall installation to the lines and grades shown on the
drawings.
C. Erosion Control:
1. Although an erosion control permit is not required, a stone check dam shall be installed
downslope of the disturbance and a soil berm shall be installed upslope of the stream disturbance.
Any soil excavated to install the retaining wall shall have a silt fence install downslope of
stockpiled soils.
2. All disturbed areas will require revegetation as per the plans.
D. Surface Water Control:
1. An existing pond is located approximately 600 ft. upslope of the retaining wall installation.
The contractor will coordinate with the Engineer, T. Patrick Shillington, P. E., to ensure that the
pond water level is sufficiently lowered to reduce stream flow through the construction site. The
Willowbrook Home Owner's Associations shall be responsible for lowering the water level in the
pond.
2. To further minimized stream surface water flow impact, a 1 ft. diameter smoothed inner wall
corrugated pipe shall be installed to convey the water through the disturbed stream area.
3. During installation of the leveling pad, some dewatering is expected by the contractor.
MATERIALS
A. Gabion Baskets:
1. Gabion baskets shall consist of twisted hexagonal mesh meeting ASTM A975. Hexagonal
openings shall not exceed 3 inches. The mesh wire shall be galvanized steel and have a diameter
of 0.120 inches. (11 Gage).
2. Selvedge galvanized wire shall have a diameter of 0.150 inches (9 Gage).
3. Lacing and tie galvanized wire shall have a diameter of 0.87 inches (13.5 Gage).
4. All galvanized wire shall conform to ASTM A510, grade number 1006 through 1020. Wire
shall have a minimum tensile strength of 60,000 psi, and a Class 3 coating conforming to ASTM
A 641. The galvanized coating shall be applied by the hot dip process in accordance with ASTM
A 385 and ASTM A 386.
B. Filter Fabric:
1. Filter Fabric shall be used to separate the No. 57 Stone and the Gabion Stone Fill from the
native soil and soil backfill. The Filter Fabric shall be minimum 4.0 oz/sy, polypropylene, needle -
punched nonwoven fabric.
C. Leveling/Foundation Base:
1. The leveling/foundation base shall consist of No. 57 Stone as defined by NCDOT.
D. Gabion Stone Fill:
1. Gabion stone fill shall consist of Class B Erosion Control Stone as defined by NCDOT.
E. Soil Backfill:
1. Native soil excavated to install the Gabion Wall can be re -used for backfill behind the wall.
2. The backfill shall be placed in 6 inch loose lifts and compacted to 92% of Standard Proctor
Maximum Dry Density (ASTM D-698).
3. Initial compaction may require mechanical hand operated equipment.
FIELD QUALITY CONTROL
A. Quality Assurance - The Owner shall/may engage inspection and testing services, including
independent laboratories, to provide quality assurance and testing services during construction.
This does not relieve the Contractor from securing the necessary construction quality control
testing. Quality Assurance should include foundation soil inspection, verification of geotechnical
design parameters and verification that the contractor's quality control testing is adequate as a
minimum. Quality Assurance shall also include observation of construction for general compliance
with design drawings and project specifications.
B. The wall contractor shall correct work that does not meet these specifications or the requirements
shown on the Drawings at the wall contractor's expense.
C. Quality control testing shall include soil and backfill testing to verify soil types and compaction and
verification that the retaining wall is being constructed in accordance with the design plans and project
specifications. The compaction test locations should vary and cover the entire area of the reinforced
soil zone, including the area compacted
A. Examination:
1. Prior to commencing work, the retaining wall contractor shall examine the areas and conditions under
which the retaining wall system is to be erected, and notify the [Architect] [Engineer] [Owner] [General
Contractor] in writing of conditions detrimental to the proper and timely completion of the work. Do not
proceed with the work until unsatisfactory conditions have been corrected.
2. Promptly notify the wall design engineer of site conditions which may affect wall performance, soil
conditions observed other than those assumed, or other conditions that may require a reevaluation of
the wall design.
3. Verify the location of existing structures and utilities prior to excavation. Ensure surrounding structures
are protected from the effects of wall excavation. Excavation support, if required, is the responsibility
of the Contractor, including the stability of the excavation and its influence on adjacent properties and
structures.
B. Excavation and Foundation Soil Preparation:
1. Contractor shall excavate to the lines and grades shown on the construction drawings.
2. The Project Geotechnical Engineer will examine foundation soil to ensure that the actual
foundation soil strength meets or exceeds that indicated on the drawings. At the direction
of the project geotechnical engineer, remove soil not meeting the required strength, and
will determine if the foundation soils will require special treatment or correction to
control total and differential settlement.
C. Leveling Pad:
1. Leveling pad material shall be placed to the lines and grades shown on the construction drawings.
2. Leveling pad shall extend a minimum of 6 inches beyond both the front and back of the lower most
gabion units.
3. Leveling pad materials shall have a minimum thickness of 8 inches and consist of No. 57 stone as
defined by NCDOT.
4. Final surface of Leveling pad shall be prepared to insure full contact to the base surface of the
concrete Facing Units and have a tolerance within +/- 1 inch over a 10 foot span.
D. Gabions:
1. Gabions shall be fabricated in such a manner that the sides, ends, lid and diaphragms can be
assemble at the construction site into the baskets of the sizes specified:
3 ft. wide, 3 ft. long, 3 ft. high
4.5 ft. wide, 3 ft. long, 3 ft. high
2. Lacing wire shall be used for both the assembly of baskets and connecting baskets together.
The lacing procedure consists of cutting a length of wire approximately 1.5 times the distance to
be laced (not to exceed 5 ft.), securing one end of the wire at the corner by looping and twisting,
alternately lacing with single and double loops at approximately four (4) inch intervals, and
securing the other end of the wire to selvedges by looping and twisting.
3. Placing gabions shall consist of installing baskets to the lines and grades shown on the drawings.
Gabions shall be securely tied to each adjoining gabion with lacing wire along the vertical
reinforced edges and top selvedges. Empty gabion sections stacked on a filled gabion shall be
tightly laced to the filled lower section along the front and back. For the end sections only, the
layer of empty gabions placed on top of the filled gabions must be wired to the latter at the front,
back and lateral edges.
4. The gabions shall be carefully filled with rock, by either machine or hand placement to ensure
alignment, avoid bulges, and provide a compact mass with minimum voids. Machine placement
may have to be supplemented with hand work to ensure a neat, compact, and square appearance.
A stretcher, block and tackle, come -along, ect. may be used to stretch the wire baskets and hold
alignment during the filling process.
5. Cells in rows shall be filled in stages such that the depth of rock placed in any cell does not
exceed the depth in an adjoining cell by more than one (1) ft.
6. Stone filling shall be conducted in 12 inch lifts.
7. During stone filling, the tie wires shall be installed per the Gabion Tie Wire Detail. All tie
wires shall be looped around three (3) mesh openings and the ends of the wires shall be securely
twisted with a minimum of five (5) twists after looping.
Internal Radius
Joint
Face of Wall
Leave End Panel Flat
Joint
Notes:
1. For interior curves leave one end down and fix the adjacent gavion to the rear vertical of the adjacent gabion.
2. For exterior curves leave one end down and fix adjacent gavion to the front verical of the adjacent gavion.
External Radius
Face of Wall
Leave End Panel Flat
Gabion Curve Construction Detial
Plan View (NTS)
SEE LACING DETAIL FOR
LACING LIP DOWN -
LACE FRONT,
SIDE tiBACK
i
.1145111.7ABIONS4011 "41110 TOGETHER
TWISTED WIRE MESH ---
DOUBLE LOOP
Selvedge Wire
CONTINUOUS
TIE WIRE
TO NEXT
SINGLE LOOP.
Lacing Locations (NTS)
SINGLE LOOP
Filter Fabric
4" NOMINAL
SPACING
Lacing Detail (NTS)
Ground Surface
ccccc
NativeSoil Used ForBackfillL c c' c c c
CCCCCCCCCC
Cccccc
�o!dad PrctoN f\
S1MPCCCC
'98)
3'
36"
1
12"
12"
12"
36"
36"
End Gabion
Adjacent Gabion
_
1----_1-
-
Ties
k
36"
Front Perspective View (NTS)
36"
'6"
12"
Ties
End Gabion
n
Adjacent Gabion
n
n
A
12"
ck
A
12"
•
19"
12"
12"
12"
12"
12"
Stream Bed
4Ca0 °O0 °0 0 °1000
0 ° 0
00 v.6 1
rrICS
,:0?)c:C-7<pC,°(0;
Ow0 °L 0'00wc) o oL
3'
0;
0,00 0,00
0
D0OA I � °0,10 0/0 A 30o °cA0
n a�
° 0 • •CD 0OC�0OC�0O���OC� • •CD
0 •0 •0 •0 •0 •0
a
4e1106C90'
0 0 0 0 0
Q Q Q Q Q
Q,NCOC�0�C,0°7C,0°7C�0u,0,0>C�c:
4.5'
5.5'
1
1
8"
Gabion Retaining Wall Cross -Section (NTS)
Plan View (NTS)
Gabion Tie Wire Detail (NTS)
Internal Connecting Wires
Shall Encompass 3 Mess
Spaces
Internal Tie Wire Connection Detail (NTS)
E�s
02/16/21
f SEAL r--
15472
'%,�A9FNG1NEEe \Gt�
ENGINEERING & ENVIRONMENTAL
SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
DATE:
02/16/21
DRAWN:
TPS
REVISED:
SCALE:
NTS
Sheet No.
D-1

Front View
12' Min.
1.0'
Upslope Soil Berm Details (NTS)
Laminated Plastic Lining or
Impermeable Geotextile Fabric
CLASS B EROSION
CONTROL STONE
FLOW DIRECTION
Cross -Section
Burry 1 ft.
3.5'
Laminated Plastic Lining or
Impermeable Geotextile Fabric
3
1 ft. Dia. Inner Smooth Wall, Corragated Pipe
Maintenance Notes:
Check the fabric lined spillway for damage and make any required
repairs with fabric that spans the full width of the spillway. Check
the embankment for erosion damage. Make all neacessary repairs
immediately.
111111 III
Downslope Rock Check Dam Details (NTS)
CROSS SECTION
5'
00000000000000000000
00000000000000000000000
0000000000000000000000000
00000000000000000000000000000oo
0000000000000000000000000000000000
0000000000000000000000000000000000000
00000000000000000000000000000000000000000
000000000000000000000000000000000000000000000
3.5000000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000000000
0000000000000000000000000000000000000000000000000000000
0000000000000000000000000000000000000000000000000000000000
00000000000000000000000000000000000000000000000000000000000000
00000000000000000000000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000000000000000000000000000
-0000000^^^^^^^^^^^^^^^^^^^^00000000000000000000000000
o-o-0000000000000 A 00000000000000000000000
00000000000000(. 1.5 0000000000000000000000
00000000000000000000
000000000000000000
00000000000000000
000000000000000
0000000000000
000000000000
0000000000
4'
FILTER FABRIC
2'
lft. THICK No.57 STONE
5.0
3
FRONT VEIW
36'
Burry 1 ft.-
7
— J
000 _.000
00000 ..00000
00000000000000000000000000000 00000000000000000000000000000000
000000000000000000000000000 J 0000000000000000000000000000000
00000000000000000000000000 000000000000000000000000000000
00000000000000000000000000 000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000000000000000 10000000000000000000000000000
00000000000000000000000, '000000000000000000000000000
0000000000000000000000 35 0000000000000000000000000
0000000000000000000000 0000000000000000000000000
000000000000000000000c 0000000000000000000000000
00000000000000000000
0000000000000000000
00000000000000000
00000000000000000
0000000000000000r
100000000000000000000000
00000000000000000000000
000000000000000000000
000000000000000000000
J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
FILTER FABRIC
Maintenance Notes:
Check the embankment for erosion damage. Replace No. 57 Stone
when clogged by sediment. Make all neacessary repairs immediately.
Cross -Section
1
1
CLASS B EROSION
CONTROL STONE
EXCELSIOR DETAILS
(NTS)
Exclelsior
Channel Bottom
Minimum 10 Gauge Line Wires
1 l 1'I-I 'I'i 1 11ii 1 11ii 1 11ii I I I ITI 11
El I
El I
SILT FENCE DETAILS
Minimum 12 - 1/2 Gauge Intermediate Wires
8' MAXIMUM
(variable as directed by the engineer)
**Ass:** iss1"4.4 **** *ANS***
ifs**4444 -Silt Fence Fabric
InslaRed to see and
* "4**44.4114.8*** **A?
wire from top
•
— I 11= — 1III11=1'III=III=III''=III-III-III=III-IIII =III=III-III-III=III''=III-III-III-III''=III=III=III'=III= =III=III'
Grade
111111-III1 II I11
IT
3'-0"
2'-0"
26"
Steel Post
Woven Wire Fabric
Silt Fence Geotextile Fabric
4" Min.
Silt Fence Specifications
1. Steel posts shall be a minimum of 5 ft. long, weigh a minimum of 1.3 lb/ft, and
have projections to aid in fastening the wire or fabric. Steel posts shall also
have a metal plate welded near the bottom such that when the post is driven
to the proper depth, the plate will be below the ground level for added stability.
2. Woven Wire Fence shall conform to the requirements of ASTM A 116,
Class I zinc coating for wire. The fence shall be at least 32 in. high and shall
have at least 6 line (horizontal) wires. Stay (vertical) wires shall be spaced
12 in. apart. The top and bottom wires shall be 10 gage. All other wires shall
be 12 1/2 gage.
3. Filter Fabric shall be composed of fibers consisting of long chain synthetic
polymers composed of at least 85% by weight of polyolefins, polyesters, or
polyamides. The fibers shall be formed into a network such that the filaments
or yarns retain dimensional stability relative to each other. The filter fabric shall
be free of any treatment or coating which might adversely alter its physical
properties after installation. The fabric shall be free of defects or flaws which
significantly affect its physical and/or filtering properties. The fabric shall have
a minimum width of 36 inches.
The filter fabric shall be furnished with suitable wrapping for protection against
moisture and extended ultraviolet prior to placement.
EXCELSIOR SPECIFICATIONS
1. The erosion control blanket (excelsior) shall consist of a
machine produced blanket of curled natural fibers. The fiber
thickness shall be consistent and evenly distributed over the
entire area of the blanket. Both sides of the blanket shall be
covered with an extra heavy-duty plastic netting with a mesh
opening of approximately 3/4 inch. by 3/4 inch.
2. Installation shall start at the furthest point downstream of
the reshaped river bank and proceed upslope with each panel
overlapping the other as per the manufacturer's specifications.
3. For each panel, start installation near the toe of each bank at
the normal river stage level and install up the bank. From the toe
to the top of the bank, one complete panel shall be installed
(no splicing is allowed).
4. The blankets shall be stapled in place as per the
manufacturer's specifications.
5. Anchor the top of each panel by burying the panel edge.
Grade
8" Minimum Cover over Skirt *
4" Minimum horizontal turn
The filter fabric shall meet the following minimum physical requirements:
PROPERTY*
TEST METHOD
REQUIRED VALUE
Tensile Strength
ASTM D 4632
400 Newtons (901b)
Elongation
ASTM D 4632
<50% - fabric self supporting
> 50% - fabric requires woven
wire backing
Apparent Opening Size (AOS)**
ASTM D 4751
0.84 millimeter (U.S. Sieve #20)
Permitivity
ASTM D 4491
0.01 Sec:'
Ultraviolet Stability (retained
strength after 500hrs of
ultraviolet exposure)
ASTM D 4355
70%
4. A 6 in. x 6 in. trench shall be dug on the upstream side of the silt fence.
The silt fence shall line the trench and extend up the posts for the remainder
of the fabric width. The trench shall then be backfilled and tamped. Silt fence
fabrics shall be spliced together only at supporting posts with a minimum of
6 in. of overlap and in such a manner to prevent silt from passing between
the two ends. At the time of installation, the fabric will be rejected if it has any
defects, deterioration, or other damage incurred during manufacture,
transportation, or storage.
Silt Fence Maintenance Considerations
1. Inspect silt fences at least once a week and after each rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly.
3. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain and to
reduce pressure on the fence. Take care to avoid underminmg the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it
after the contributing drainage area has been properly stabilized.
ENGINEERING & ENVIRONMENTAL
6,, SCIENCE COMPANY
3008 Anderson Drive
Raleigh, NC 27609
[phone]
Erosion Control Details
Stream Bank Stabilization
2009 Willow Hill Lane
Clayton, NC 27520
02/17/21
DRAWN:
TPS
REVISED:
SCALE:
See Drawings
Sheet No.

a to
o4
za
o
o n
o _
o z
D-
o
al
E
an
ox
ca
L oU

Photo #1
Photo #2

Photo #3
Photo #4

Photo #5

4/1/2021 IPaC: Explore Location resources
IPaC
IPaC resource list
U.S. Fish & Wildlife Service
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as
trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near
the project area referenced below. The list may also include trust resources that occur outside of the project area, but that
could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and
extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g.,
vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction
in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds,
USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section.
Location
Johnston County, North Carolina
a
rer
\Iwo
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4/1/2021 IPaC: Explore Location resources
Local office
Raleigh Ecological Services Field Office
t. [phone]
fi [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
°lc
1111A.0
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4/1/2021 IPaC: Explore Location resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of
influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be
indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur
at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can
move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To
fully determine any potential effects to species, additional site -specific and project -specific information is often required..
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any
species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is
conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills
this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC
(see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official
species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service
(USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA
Fisheries for species under their jurisdiction.
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4/1/2021 IPaC: Explore Location resources
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are
candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are
regulated by USFWS (see FAQ).
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and
Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614
Endangered
Amphibians
NAME 1111111kTIIIATIIU11511
Neuse River Waterdog Necturus lewisi Proposed Threatened
Wherever found �
There is proposed critical habitat for this species. The location of the critical habitat is
not available.
https://ecos.fws.gov/ecp/species/6772 \ 4 ---
Fishes
NAME
Carolina Madtom Noturus furiosus
Wherever found 10'
There is proposed critical habitat for this species. The location of the critical habitat is
not available.
https://ecos.fws.go4ecp/species/528
STATUS
Proposed Endangered
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4/1/2021 IPaC: Explore Location resources
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni
Wherever found
There is proposed critical habitat for this species. The location of the critical habitat is
not available.
https://ecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/784
Critical habitats
Proposed Threatened
Endangered
ti%
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
1.110‘11111.
��
o\
Certain birds are protected under the Migratory Bird Treaty Act' and the Bald and Golden Eagle Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their
habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described
below.
li
1. The Migratory Birds Trea Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
glh
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4/1/2021 IPaC: Explore Location resources
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/management/project-assessment-tools-
and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Conlrn
(BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds onlbur IT t
and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee
that every bird on this list will be found in your project area. To see exact locations of where birders and the general public
have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date
range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the
relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic
Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your
migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to
migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds
are most likely to be present and breeding in your project area.
()U\
NAME
*ciff
BREEDING SEASON (IF A BREEDING
SEASON IS INDICATED FOR A BIRD ON
YOUR LIST, THE BIRD MAY BREED IN YOUR
PROJECT AREA SOMETIME WITHIN THE
TIMEFRAME SPECIFIED, WHICH IS A VERY
LIBERAL ESTIMATE OF THE DATES INSIDE
WHICH THE BIRD BREEDS ACROSS ITS
ENTIRE RANGE. "BREEDS ELSEWHERE"
INDICATES THAT THE BIRD DOES NOT
LIKELY BREED IN YOUR PROJECT AREA.)
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4/1/2021 IPaC: Explore Location resources
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in offshore areas from certain
types of development or activities.
https://ecos.fws.gov/ecp/species/1626
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
juikkA
Probability of Presence Summary
Breeds Sep 1 to Jul 31
Breeds Apr 1 to Jul 31
Breeds May 10 to Sep 10 10,
4til.. \01
Breeds elsewhere
r '
0 \-
Breeds May 10 to Aug 31
The graphs below provide our best understanding of when birds of concern are most likely to be present in your project
area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please
make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or
attempting to interpret this report.
Probability of Presence ( )
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a
particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species
presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have
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4/1/2021 IPaC: Explore Location resources
higher confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the week where the species was
detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey
events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the
probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the
probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is
the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible
values fall between 0 and 10, inclusive. This is the probability of presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ()
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are
no yellow bars shown for a bird, it does not breed in your project area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species
in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64
surveys. )
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data ( )
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to
this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is
currently much more sparse.
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4/1 /2021
SPECIES
Bald Eagle
Non -BCC Vulnerable
(This is not a Bird of
Conservation Concern
(BCC) in this area, but
warrants attention
because of the Eagle
Act or for potential
susceptibilities in
offshore areas from
certain types of
development or
activities.)
IPaC: Explore Location resources
probability of presence breeding season I survey effort — no data
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
m 1111 1111 1111 1111 -111 1111 1111 1111 1111 1111
Prothonotary Warbler
BCC Rangewide (CON)
(This is a Bird of
Conservation Concern
(BCC) throughout its
range in the continental
USA and Alaska.)
Red-headed
Woodpecker
BCC Rangewide (CON)
(This is a Bird of
Conservation Concern
(BCC) throughout its
range in the continental
USA and Alaska.)
Rusty Blackbird
BCC Rangewide (CON)
(This is a Bird of
Conservation Concern
(BCC) throughout its
range in the continenta
USA and Alaska.)
1111 1111 1111 IIII '-III s4"
00;
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4/1/2021 IPaC: Explore Location resources
BCC gewide (CON)
(This is a Bird of
Conservation Concern
(BCC) throughout its
range in the continental
USA and Alaska.)
---- in 1111 Li ----
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round.
Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be
breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure.
To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional
measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species
present on your project site. KAS
\IN.1 �
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other species that may warrant special
attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based
on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a
BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds
that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN).
This data is derived from a growing collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the
probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
NAL II
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4/1/2021 IPaC: Explore Location resources
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to
the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest
there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with
it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is
indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA
(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and '
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements
(for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore
energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to
the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your
project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa
besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal
maps through the NOAA NCCOS Integrative Statistical Modeling and Precctive Mapping of Marine Bird Distributions and Abundance on the
Atlantic Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying
on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the
nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts
occur.
rl
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4/1/2021 IPaC: Explore Location resources
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how
your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to
generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence"
of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high
survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is
not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be
there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and
helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can
0\41114
implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities
National Wildlife Refuge lands
litothi._°°c1111111
411111(14 lir -um
\I\ -
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility
Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
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4/1/2021 IPaC: Explore Location resources
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act,
or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District.
WETLAND INFORMATION IS NOT AVAILABLE AT THIS TIME
This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or for very large projects that
intersect many wetland areas. Try again, or visit the NWI map to view wetlands at this location.
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and
size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible
hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may
result in revision of the wetland boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of
the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the
source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in
polygon boundaries or classifications between the information depicted on the map and the actual conditions on site.
fi
Data exclusions
1
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data
source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal
zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded
from the inventory. These habitats, because of their depth, go undetected by aerial imagery.
Data precautions
C
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that
used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of
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4/1/2021 IPaC: Explore Location resources
any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons
intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state,
or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities.
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111.11A.011
https://ecos.fws.gov/ipac/location/3ZKH3H5XYBDUNEWEZYTAFMT741/resources 14/14

■ ■...
—BM'. NC DEPARTMENT OF
■ EI= NATURAL AN❑ CULTURAL RESOURCES
■.■■■
May 10, 2021
wyatt brown
Brown's Environmental Group, inc
242 Batten Farm Road
Selma, NC 27576
RE: Willowbrook Stream Repair
Dear wyatt brown:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Walter Clark
Director, Division of Land and Water Stewardship
NCNHDE-14658
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 'M9.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Willowbrook Stream Repair
May 10, 2021
NCNHDE-14658
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last Element
servation Occurrence
Date IM Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner
Damselfly
Dragonfly or 33753 Somatochlora Coppery Emerald
Damselfly georgiana
Freshwater Fish5501 Lampetra aepyptera Least Brook Lamprey
2004-Pre
2004-Pre
2018-02-25
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Accuracy Federal
Status
H? 5-Very
Low
H? 5-Very
Low
E 3-Medium
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area NarWhliill Owner Type
Central Crops Research Station NC Department of Agriculture, Research State
Stations Division
Clemmons Educational State Forest NC Department of Agriculture, Forest
Service
Clemmons Educational State Forest Dedicated
Nature Preserve
NC Land and Water Fund Project
NC Department of Agriculture, Forest
Service
NC DNCR, NC Land and Water Fund
State
State
State
State Global State
tatus Rank Rank
Significantly
Rare
Significantly
Rare
Threatened
G5
G3G4
G5
S2?
S1?
S2
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on May 10, 2021; source: NCNHP, Q1 April 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-14658: Willowbrook Stream Repair
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