20240060 Ver 1_231222_RedgateNCRR_NWP39_20231222

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
n 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes E] No
For the record only for Corps Permit:
El Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2. Project Information
2a. Name of project:
NCRR Industrial
2b. County:
Johnston
2c. Nearest municipality / town:
Clayton
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state project no:
n/a
3. Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Railroad Company
3b. Deed Book and Page No.
05845, 0338
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3200 Atlantic Avenue, Suite 110
3e. City, state, zip:
Raleigh, NC 27604
3f. Telephone no.:
919.954.7601
3g. Fax no.:
n/a
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Agent 0 Other, specify: Developer
4b. Name:
Garretson Browne
4c. Business name
(if applicable):
Redgate
4d. Street address:
223 S. West Street, Suite 900
4e. City, state, zip:
Raleigh, NC 27603
4f. Telephone no.:
919.819.9427
4g. Fax no.:
n/a
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Perry Isner
5b. Business name
(if applicable):
Wetlands & Waters, Inc.
5c. Street address:
328 East Broad Street, Suite D
5d. City, state, zip:
Statesville, NC 28677
5e. Telephone no.:
704.773.4239
5f. Fax no.:
n/a
r5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 166808-78-6185
1 b. Site coordinates (in decimal degrees): Latitude: 35.639504 Longitude:-78.434902
1 c. Property size:
70.5 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Neuse River
2b. Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c. River basin:
Neuse 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site consists of primarily vacant, forested land. The land use in the vicinity of the project consists of a mixture of residential and commercial
development, as well as vacant, undeveloped land to the south. Two NCDOT ROW's as well as an existing railroad are also located along the site
boundaries.
3b. List the total estimated acreage of all existing wetlands on the property: 4.24
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2130
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct an industrial development in order to meet the growing demand for this use within the region and
proximate to existing transportation corridors.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project includes the proposed development and supporting infrastructure including internal roadways and parking, stormwater facilities, utilities,
etc. Typical earth -moving equipment will be utilized including but not limited to pan, excavator, bulldozer, dump truck, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type Preliminary
of determination was made? ❑ rY ❑Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: W&W, Inc.
Name (if known): Perry Isner, Chris Huysman, Tamp Bandy Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW-2023-01722 (submitted only, PJD yet to be issued)
5. Project History
5a. Have permits or certifications been requested or obtained for ❑Yes ❑>< No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes 0 No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑>< Wetlands x❑ Streams —tributaries ❑x Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 P
Excavation
Bottomland Hardwood Forest
Yes
Corps
0.06
W2 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.08
W3 P
Culvert / fill
Headwater Wetland
Yes
Corps
0.31
W4 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.01
W5 T
Temporary construction
Headwater Wetland
Yes
Corps
0.05
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.51
2h. Comments:
Compensatory mitigation for impact W1 is proposed at a 1:1 ratio as it associated with an open -cut sanitary sewer installation and will be restored to
pre -construction contours following completion of construction; as such, it is not considered a permanent loss of wetlands. All other permanent
impacts are proposed with a 2:1 compensatory mitigation ratio. Impact W5 is proposed for temporary construction access only (near impact W3).
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Tributary 2
PER
Corps
5
71
S2 P
Riprap dissipator
Tributary 2
PER
Corps
5
18
S3 T
Pump -around
Tributary 2
PER
Corps
5
20
S4 P
Culvert
Tributary 1
PER
Corps
5
93
S5 P
Riprap dissipater
Tributary 1
PER
Corps
5
18
S6 T
Pump -around
Tributary 1
PER
Corps
5
20
3h. Total stream and tributary impacts
240
3i. Comments:
Compensatory mitigation is not proposed for stream impacts as total permanent impacts are less than 0.02 acres. Riprap impacts S2 & S5 will be
embedded into the stream bank at the existing elevation such that aquatic life passage is maintained and no loss of waters occurs. Impacts S3 & S6
are temporary in nature for pump -around during construction activities.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary T
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then you MUST fill out Section D of this form
6a. Project is in which protected basin?
Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number —
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary T
feet)
feet
61 P
Culvert / road crossing
Yes
13136
B2 T
Culvert / road crossing
No
3212
B3 P
Culvert / road crossing
Yes
8808
B4 T
Culvert / road crossing
No
2356
B5 P
Fill slope
No
3164
B6 P Fill slope No
2780
6h. Total Buffer Impacts:
16348
17108
6i. Comments: Buffer mitigation is proposed only for permanent impacts B1 & B3, as all other impacts are either deemed allowable or allowable
upon authorization.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project is designed in order to minimize impacts to aquatic resources; impacts to streams, wetlands and riparian buffers are primarily proposed
for road construction in order to access high ground, and for construction of sanitary sewer facilities. Headwalls have been utilized to minimize
stream impacts. Additionally, minor impacts to wetlands and buffers are proposed in order to support fill slopes for building pads / parking facilities.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Project will be constructed under an approved sediment and erosion control plan to ensure that materials incidental to construction activities are not
transported into downstream receiving waters.
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 yes, mitigation is required by (check all that apply):
0 DWQ ❑x Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Neu -Con Wetland and Stream Umbrella Mitigation Bank, Poplar Creek
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments: SOA letters attached for proposed stream and buffer impacts. Forthcoming SOA for additional credit needs to be included at the
time of new credit release.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
0 Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Road crossing
13136
3 (2 for Catawba)
39408
Zone 2
Road crossing
8808
1.5
13212
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment into private mitigation bank is proposed; SOA is included with this PCN.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
0 Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑x Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
>24 %
2b. Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Project includes the construction of the two large, permanent SCM's which will be designed and constructed in order to meet Phase II standards.
Stormwater will diffuse via a wet pond that has 30% TN removal to a riprap apron.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Clayton
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is this rciect?
Clayton
❑K Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
[]Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
0 No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑x No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
0 No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
No
additional development, which could impact nearby downstream water quality.
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater
generated from
the proposed project, or available capacity of the subject facility.
Project includes construction of sanitary sewer facilities to tie into existing off -site sanitary sewer trunkline located along Hwy. 70.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑Yes ❑>< No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Attached NC NHP lists no known occurrences of federally protected species within 1 mile of the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH GIS
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes ❑x No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC SHPO GIS
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑x No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA National Flood Hazard Layer
Applicant/Agent's Printed Name
Applicant/Agent'sftnaticire
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

NCRR INDUSTRIAL PROJECT
SHEET INDEX
C0.00
COVER SHEET
C1.00
OVERALL IMPACT MAP
C2.00
OVERALL BUFFER IMPACT MAP
C3.00
IMPACT 1
C4.00
I M PACT 2
C5.00
IMPACT 3
C6.00
I M PACT 4
C7.00
IMPACT 5
C8.00
TRIBUTARY 2 PROFILE
C9.00
TRIBUTARY 1 PROFILE
C10.00
DETAILS
C11.00
DETAILS
C12.00
DETAILS
C13.00
DETAILS
C14.00
DETAILS
CONSTRUCTION SEQUENCE:
2. INSTALL SILT FENCE AND SILT FENCE OUTLETS. EROSION CONTROL
MEASURES TO BE INSPECTED AND MAINTAINED AFTER ALL
RAINFALL EVENTS..
3. CLEAR AND GRUB TO NEW CONSTRUCTION LIMITS.
4. INSTALL COFFER DAMS, PUMP AROUND, AND SEDIMENT BAG.
5. DE -WATER STREAM CROSSING WITHIN LIMITS OF DISTURBANCE.
6. INSTALL FLARED -END SECTIONS, PIPE, AND RIP -RAP DISSIPATER
PAD.
7. FILL AND COMPACT SUB -GRADE, THEN FILL AND COMPACT STONE
BASE, THEN PAVE THE SURFACE AT GRADE.
8. SHALLOW WATERS, STREAM BANKS, WETLANDS AND LOWER
SLOPES OF THE RIPARIAN EDGE SHOULD BE REPLANTED AS
NEEDED WITH NATIVE WETLAND SEED MIXTURE.
9. REMOVE COFFER DAMS, PUMP AROUND, AND SEDIMENT BAG.
10. REMOVE ACCUMULATED ORGANIC MATERIAL, WOODY MATERIAL,
AND EXCESS SEDIMENT FROM CROSSING.
11. REPLANT ANY DISTURBANCE IN THE TEMPORARY DISTURBANCE
ZONES WITH NATIVE WETLAND SEED MIXTURE.
12. REMOVE SILT FENCE ONCE STABILIZED.
ARCO
DESIGN/BUILD
LOCATION MAP
SCALE 1" = 1,000'
WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
IMPACT
WATERS
WATERS
ADDITIONALIMPACT
TYPE
PERMANENT
TEMPORARY
QUANTITIES
IMPACTS
IMPACTS
TRIBUTARY 2
CULVERT
345 SF
115 SF
71 LF
RIPRAP
90 SF
25 SF
18 LF
TRIBUTARY 1
CULVERT
355 SF
169 SF
93 LF
RIPRAP
55 SF
25 SF
18 LF
WETLAND 1
0 SF
2,787 SF
0 CY FILL
WETLAND 2
3,481 SF
0 SF
1,610 CY FILL
WETLAND 3
13,549 SF
2,204 SF
2,880 CY FILL
WETLAND 4
490 SF
0 SF
220 CY FILL
TOTAL
17,875 SF
5,320 SF
4,710 CY FILL / 294
LF
IMPACT
ZONE 1 IMPACTS
ZONE 2 IMPACTS
TYPE
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
BUFFER
13,136 SF
3,212 SF
14,752 SF
2,356 SF
TOTAL
13,136 SF
j 3,212 SF
14,752 SF
12,356 SF
LEGEND
vV
EXISTING MAJOR CONTOUR =XxA WETLAND IMPACT AREA
EXISTING MINOR CONTOUR ZONE 1 BUFFER PERMANENT
IMPACT AREA
PROPOSED MAJOR CONTOUR
STREAM PERMANENT IMPACT
®
PROPOSED MINOR CONTOUR AREA
STREAM ZONE 1 BUFFER TEMPORARY
IMPACT AREA
ZONE 1 RIPARIAN BUFFER STREAM TEMPORARY IMPACT
ZONE 2 RIPARIAN BUFFER AREA
0 WETLANDS ZONE 2 BUFFER PERMANENT IMPACT AREA
ZONE 2 BUFFER TEMPORARY
IMPACT AREA
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US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
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US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
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US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
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US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
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US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA
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C6.0 (AREA 4

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DESIGN/BUILD
44
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44
44
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1
WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
C7.0
SCALE 1" = 30'
0 15 30
IMPACT
AREA 5

320
320
310
310
DATUM ELE
300.00
10+00 10+50 11 +00
11 +50 12+00
TRIBUTARY 2 CROSSING
SCALE: 1 "= 40 ' HORIZONTAL
V= 4 ' VERTICAL
PROP. GRADE
HEADWALL
ENDWALL
EMBED PIPE MIN. 12"
INTO STREAMBED
9' X 18' X 6" RIPRAP
PAD APRON
EMBED
EX. GRADE
PIPE MIN.
68 - 48" HDPE
@ -0.011 FT/FT
12" INTO
STREAMBED
- - -
- - - _
8" SAN DIP
INV = 303.05
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ARCO WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA G'8.0 TRIBUTARY
DESIGN/BUILD 2PROFILE

320
320
310
310
DATUM ELE
300.00
10+00 10+50 11 +00
11 +50 12+00
.TRIBUTARY I CROSSING
SCALE: 1"= 40' HORIZONTAL
1 "= 4 ' VERTICAL
PROP. GRADE
HEADWALL
ENDWALL
EMBED PIPE MIN. 12"
INTO STREAMBED
9'X18'X6"RIPRAP
PAD APRON
EMBED
PIPE MIN.
-
, ��
12"INTO
STREAMBED
EX. GRADE
INV = 304
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ARCO WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA C9.0 TRIBUTARY
DESIGN/BUILD1 PROFILE

TOP OF S
MUST BE
ABOVE TF
THE WASI
19
rIL I tK Ur FFS/
WASHED STONE
ARCO
DESIGN/BUILD
BURY WIRE FENCE
AND HARDWARE CLOTH
SECTION VIEW
I 4' MIN. I /SILT FENCE
VLV I I I IIV I I\LlVlil I
STEEL FENCE POST
SET MAX Z APART
MIN. 18" INTO SOLID
GROUND
3' FILTER FABRIC
ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
SILT FENCE OUTLET
WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
C1 0.0 DETAILS

Steel Post \
Construction:
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24
inches above the ground. (Higher fences may impound volumes of
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side of the fence post. Wire or plastic zip ties should have a
minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a
minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep
along the proposed line of the posts and upslope from the barrier.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence
performance.
10. Do not attach filter fabric to existing trees.
Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch
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 sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining 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.
ARCO
DESIGN/BUILD
5h
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence LWire Fence
Wire Fence
Plastic or
Wire
Steel Post
24"
[� Plastic or
Wire ties
18-24"
8" down & 4"
forward along the
trench
Filter Fabric
Filter Fabric
Backfill trench
and Compact
thoroughly
Upslope
M
8" Min.
CROSS SECTION VIEW
SILT FENCE
WETLAND/STREAM IMPACT PLANS
US HWV 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
C11.0 DETAILS

SEDIMENT FILTER BAG (4000.26)
PROVIDE POSITIVE DRAINAGE FROM
SEDIMENT FILTER BAG TO STREAM.
DISCHARGE ONTO
STABLE RIPRAP
PAD TO PREVENT
SCOUR HOLE—\
FLOW. -
SEDIMENT
DAM �.
DISCHARGE HOSES
Is
is
DEWATERING PUMP
INTAKE
HOSE
CLEAN WATER
DAM .
WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
STREAM DIVERSION PUMP
INTAKE HOSE
STREAK
FLOW - - -
-SUMP-HOLE FOR POOL
(12" TO 18" DEEP, 2-FT DIAMETER)
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM OR OTHER APPROVED MATERIAL.
3. INSTALL DOWN -STREAM DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
NOTES:
1. DAMS SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE
PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF
RIPRAP.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DOWNSTREAM SANDBAG DAM WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
ARCO WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C12.0 DETAILS

SEWN —IN CONNECTION
SLEEVE FOR PUMP
DISCHARGE HOSE —,,
SEDIMENT
FILTER BAG
#57 STONE
2'-0" MIN.
(TYPICAL)
OPTIONAL
LIFTING
STRAPS—
�A
�A
PLAN VIEW
14'-0" MINIMUM
2'-0" MIN.
2'-0" MINIMUM SEDIMENT FILTER BAG
p 8" MIN.
p�
D
FILTER FABRIC
10'-0"
MINIMUM
$ SECTION A -A
VARIES W/ GROUND
SLOPE (2'-0" MIN.)
1:1 (TYPICAL)
1
SEDIMENT FILTER BAG GENERAL NOTES:
2'— 0" MIN.
11AIqlam
EXISTING GROUND
LINE
USE #57 STONE TO
LEVEL BAG FROM
NATURAL GROUND LINE
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT
FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE MINIMUM "FOOTPRINT" OF
THE BAG SHALL BE 10 x 15 FEET.
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN —IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6
INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG
WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE
OF COLLECTED SEDIMENTS.
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF
FULL OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
6. ADDITIONAL BAGS SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING PUMPING
OPERATIONS.
SEDIMENT FILTER BAG WITH GRAVEL PAD
ARCO WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA Cl 3.0 DETAILS

NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
Species Rate
Hard Fescue 15 Ibs/acre
Switchgrass 2.5-3.5lbs/acre*
Indian Grass 5-7 Ibs/acre*
Big Bluestem 5-7 Ibs/acre*
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR SUMMER
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
SEEDING MIXTURE
Species Rate
*Depending upon mix with other species. See table
Indian Woodoats 1.5-2.5 Ibs/acre*
6.11.d from Chapter 6 of the NC Erosion and Sediment
Virginia Wild Rye 4-6 Ibs/acre*
Control Planning and Design Manual.
*Depending upon mix with other species.
Seeding Dates
See table 6.11.d from Chapter 6 of the NC
Erosion and Sediment Control Planning
Mountains- Switchgrass, Indian Grass, Big Bluestem-
and Design Manual.
Dec 1 - April 15
Seeding Dates
Bluestem- Dec 1 - April 1
Mountains - July 15- Aug 15
Coastal- Indian Woodoats and Virginia Wild Rye -
Piedmont - Aug 15 - Oct 15
Sept 1 - Nov 1
Maintenance:
Maintenance:
Indian Woodoats and Virginia Wild Rye
Hard Fescue is not recommended for slopes > 5%.
are both sun and shade tolerant.
Prefers shade.
SEED BED PREPARATION:
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
SEEDING MIXTURE
Species Rate
Centipede 5lbs/acre
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species. See table
6.11.d from Chapter 6 of the NC Erosion and Sediment
Control Planning and Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 -
May 1
Coastal and Piedmont for Indian Woodoats and Virginia
Wild Rye- Feb 15 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye -
March 1 - May 15
Maintenance:
Significant maintenance may be required to obtain
desired cover once centipede is planted. Acceptable for
soddinq.
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 11 tons/acre on
coarse -textured soils and 2-3 tons/acre on fine -textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or
higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated
into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the
surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. The finished grade shall be a smooth even soil
surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately
after finished grades are obtained and seedbed preparation is completed.
1. Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used
in lieu of nurse crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density
of at least 80%.
4. Ground cover shall be maintained until permanent veqetation is established and stable aqainst accelerated erosion.
PERMANENT SEEDING
ARCO WETLAND/STREAM IMPACT PLANS
US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C14.0 DETAILS

v
CLEARWATER MITIGATION
S O L U T I O N S
December 19, 2023
Neuse River Basin - Riparian Wetland Credits
Statement of Availability as of 12/19/2023
Wetlands & Waters, Inc.
Attn: Mr. Perry Isner
328 East Broad St. Suite D
Statesville, NC 28677
Applicant/Permittee: Redgate
Attn: Mr. Garretson Browne
223 S. West Street, Suite 900
Raleigh, NC 27603
Re: Availability of Riparian Wetland Credits for:
NCRR Industrial (SAW-2023-01722)
Bank Name: Clearwater Neuse 01 Umbrella Mitigation Bank
Bank Sites: Lowlands Wetland Mitigation Site (USACE AID: SAW-2015-01815)
Bank Sponsor: Clearwater Mitigation Solutions, LLC
Permittee: Redgate
Permitting Authority: Mr. Matthew Martin
Riparian Wetland Credits Requested: 0.86 acres (or WMUs)
Riparian Wetlands Credits Available: 17.23 acres (or WMUs)
Service Area: Neuse River Basin, Hydrologic Unit Code (HUC) 03020201
Dear Mr. Isner,
Clearwater Mitigation Solutions, LLC, currently has sufficient riparian wetland credits from the
Lowlands Wetland Mitigation Site to satisfy the riparian wetland mitigation requirements related to
the above -mentioned project. The project is located within service area (HUC 03020201) of the
Bank, in the Neuse River Basin. As the Bank Sponsor, Clearwater Mitigation Solutions, LLC,
attests to the fact that mitigation credits are available for reservation at this time.
This letter is simply a statement of availability of credits as of the date written. We have the
inventory as shown above, however, this letter is not a guarantee of availability as credits will be
sold on a first come, first serve basis. An invoice for this transaction will be sent upon your
request and we will formally reserve both the credits and price quoted for a period of 30-days
from the invoice.
Final transfer of the credits will be made upon receipt of a copy of the 404 and/or 401 and upon
receipt of your payment to Clearwater Mitigation Solutions, LLC. We will then issue a
mitigation credit transfer certificate verifying the credit purchase for your records. A copy of
the mitigation transfer certificate with an updated official credit ledger will also be sent to the
regulatory agencies for verification of the transaction.
Clearwater Mitigation Solutions
604 Macon Place. Raleigh, NC 27609
clearwatermitigation@gmailcom . 919-624-6901
https://www.clearwatermitigation.com/

CLEARWATER IVIITIGATION
S O L U T I O N S
We appreciate the opportunity to assist you with your mitigation needs. Please contact me at
[phone] or clearwatermiti atg iong,-�mail.com if you have any questions or need any
additional information.
Sincerely,
Kevin Yates
Cc: Mr. Matthew Martin — USACE Raleigh Regulatory FO
Mr. Garretson Browne — Redgate
Clearwater Mitigation Solutions
604 Macon Place. Raleigh, NC 27609
clearwatermitigation@gmailcom . 919-624-6901
https://www.clearwatermitigation.com/

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability December 15, 2023
U.S. Army Corps of Engineers
Matthew Martin
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: NCRR Industrial
This document confirms that Redgate (Applicant) for the NCRR Industrial (Project) has expressed an interest
to utilize 0.86 Wetland Mitigation Credits from the EBX-Neuse sponsored Neu -Con Wetland & Stream
Umbrella Mitigation Bank, specifically 0.86 wetland credits from the Blackbird site in the Neuse HUC 03020201.
As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at
this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a
Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured credits
from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the
credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase
price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented
copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit number and the
resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated
Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 919-209-1055 or [e-mail].
Best Regards,
Amy Staley
Credit Sales Manager

Statement of Availability - Neuse 03020201 (Outside Falls)
EBX-Neuse I, LLC and Environmental Banc and Exchange (EBX)
Riparian Buffer Mitigation Banks
December 12, 2023
Redgate
223 S. West St, Suite 900
Raleigh, NC 27603
fires
RE: Availability of Riparian Buffer Credits for the NCRR Industrial Project
Bank MBI/UMBI Name: EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse Buffer and
Nutrient Offset Umbrella Mitigation Bank, RES Poplar Creek Buffer & Nutrient Offset Umbrella Mitigation Bank,
EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank, RES 2021 Neuse Umbrella Mitigation Bank, and RES
2022 Phase II Umbrella Mitigation Bank.
Bank Site: See Table Below
Bank Sponsor: EBX-Neuse I, LLC and Environmental Banc & Exchange, LLC
Bank Site DWR Project #: See Table Below
Riparian Buffer Credits Needed: 25,155.00 SF
Riparian Buffer Credits Available: 2,981.30 SF
Bank's Credit Service Area: Neuse River Basin 03020201 (Outside Falls)
To Whom It May Concern:
EBX-Neuse I, LLC and Environmental Banc & Exchange, LLC has the above -mentioned Riparian Buffer Credits from one
or more of the mitigation bank parcels listed below to satisfy the anticipated buffer mitigation requirements related to
the above -mentioned project. The project is located within the service area HUC 03020201 where these Banks are
allowed to provide riparian buffer credits for buffer mitigation requirements.
BANK PARCEL
BANK SPONSOR
DWR PROJECT #
Bucher
EBX-Neuse I, LLC
2016-0977v2
Selma Mil
EBX-Neuse I, LLC
2014-0705v2
Hannah Bride
EBX-Neuse I, LLC
2017-0537v2
Meadow Spring
EBX-Neuse I, LLC
2016-0980v2
Polecat
EBX-Neuse I, LLC
2016-0978v2
Stone Creek
EBX-Neuse I, LLC
2016-0241v2
Poplar Creek
EBX-Neuse I, LLC
2016-0979v2
Uzzle
EBX-Neuse I, LLC
2016-0981v2
Shady Grove
Environmental Banc & Exchange, LLC
2020-1091v2
Wolf King
Environmental Banc & Exchange, LLC
2020-1149v2
Thunder Swamp II
Environmental Banc & Exchange, LLC
2021-0306v2
Caraway Bluff II
Environmental Banc & Exchange, LLC
2014-0820v6
This letter is simply a statement of availability of credits as of the date written. We have the inventory as shown above;
however, this letter is not a guarantee of availability as credits will be sold on a first come, first served basis. An invoice for

fires
this transaction will be sent upon your request, and we will formally reserve both the credits and per -credit pricing for a
period of 30 days from the date of invoice. Credits and pricing may be reserved for an extended period by signing a
reservation agreement and paying a 10% deposit.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification and/or Buffer
Authorization Certificate from the NC Department of Environmental Quality -Division of Water Resources approving the
Riparian Buffer mitigation purchase from the Bank and upon receipt of your payment. We will then issue a mitigation
credit transfer certificate verifying your buffer credit purchase to the North Carolina Division of Water Resources and to
you for your records.
We appreciate the opportunity to assist you with your buffer mitigation requirements. Please contact me at
919-209-1055, [e-mail] or [e-mail] if you have any questions or need further information.
Sincerely
Amy Staley
Credit Sales Manager
CC:
Katie Merritt, Nutrient Offset & Buffer Banking Coordinator, NCDEQ Division of Water Resources
Zachary Thomass, NCDEQ Division of Water Resources
Perry Isner, Wetlands & Waters, Inc.
2

Roy Cooper, Governor
�00■0 INC DEPARTMENT OF
■ ■
■■u■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
May 11, 2023
Drew Lucas
Wetlands & Waters, Inc.
328 East Broad Street
Statesville, NC 28677
RE: NC-42 East
Dear Drew Lucas:
D. Reid Wilson, Secretary
Micky Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-21887
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 rod nev.butler(o)ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MEN7 OF NATURAL AND CULTURAL RESOURCES
fl 121 W. JONES STREET, RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. Nc 27699
OFC 919.707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
NC-42 East
May 11, 2023
NCNHDE-21887
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameE Common Name ast Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Dragonfly or 33753 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 Sl?
Damselfly georgiana Low Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Owner
Owner Type M
Johnston County Open Space
Johnston County
Local Government
Town of Clayton - East Clayton Community Park
Town of Clayton
Local Government
Town of Clayton Open Space
Town of Clayton
Local Government
Town of Clayton Open Space
Town of Clayton
Local Government
Mountains -to -Sea Trail
NC DNCR, Division of Parks and
Recreation State
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helip. Data query generated on May 11, 2023; source: NCNHP, Q4, Winter (January) 2023.
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-21887: NC-42 East
P C.i
Sr
350 ft
Clayton
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rc
70 336 ft
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S v I t 70 t t I I
May 11, 2023
Managed Area (MAREA)
Q Buffered Project Boundary
Q Project Boundary
Sources: Esri, Airbus IDS, USGS, NGA, NASA, CGIAR, N Robinson, NCEAS,
NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat GSA, Gecland, FEMA,
Intermap and the GIS user community
Sources: Esri. HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors; and the GIS User Community
Page 3 of 3

h
J�FNi
Legend
NR individual
NR districts &
SL individual SL districts &
DOE individual
DOE districts &
Surveyed Only
Blockface in NRHD
resources &
boundaries
resources & boundaries
resources &
boundaries
individual
Surveyed Area, No
designation
centerpoints
STATUS
centerpoints STATUS
centerpoints
STATUS
resources &
Surveyed Area in NHRD
Status, LocalStat,
0 National Register
Status, LocalStat, 0 Study List Boundary
Status, LocalStat,
0 Determined Eligible
centerpoints
Local individual
HDstatus
HDstatus Both SLand
HDstatus
undary
Status, LocalStat,
resources &
• NR Individual Listing
Boundary of Destroyed/
0 Removed NR Listing
0 Determined Eligible
SL Individual Entry Boundary
Determined Eligible
Both DOE and Study
0 List Boundary
HDstatus
centerpoints
• NR Listing, Gone
♦ SL and DOE entry
♦ DOE, Gone
Surveyed Only
LocalStat
* NRHD Center Point
■ Study List Entry, Gone
a SL and DOE
Surveyed in NRHD
r:.
♦ SL and DOE, Gone
♦ SL and DOE, Gone
• Surveyed Only, Gone
■ Local Landmark
i
* SLHD Center Point
* DOEHD Center Point
Surveyed in NRHD,
■ Local Landmark, Gone
•
* SLDOEHD Center Point
* SLDOEHD Center Point
Gone
* Local HD Center Point
Blockface- Multiple
- - Local districts &
properties
'- - boundaries
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Project Name:
WETLANDS Owner/Developer:
s WATERS, INc, City/County:
NC State Historic Preservation Office Tax PIN(s):
Coordinates:
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Clayton Site N
Redgate W E
Clayton/Johnston
166808-78-6185 Acreage: 70.5 S
Lat: 35.6395043'N Long:-78.4349028'W Date: 12-12-2023

12/15/23, 7:16 AM
wetlands-waters.com Mail - 401 Pre -file, Clayton site
TLNDSwawv_ATERS. INC.
401 Pre -file, Clayton site
1 message
Perry Isner <[e-mail]>
To: 401 [e-mail]
Cc: Drew Lucas <[e-mail]>
Perry Isner <pe rryis ner@wetlan ds -waters. com>
Fri, Oct 20, 2023 at 11:57 AM
This email serves as the required 30-day pre -filing notification to your agency of an impending 401 application for impacts
to aquatic resources.
Applicant: Redgate
Project Name: Clayton Site
Lat/Long: 35.639504-78.434902
County: Johnston County, NC
PERRY ISNER
WETLANDS & WATERS, INC.
328 EAST BROAD ST. SUITE D
STATESVILLE, NO 2B677
704.773.4239
[e-mail]
WWETLANDS
WATERS
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby
notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please
immediately notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete
this message. Thank you for your cooperation and consideration.
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