20220980 Ver 1_ePCN Application_20220718

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
6/15/2022
BIMS # Assigned*
20220980
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
Buckhorn Creek Phase 2
la. Who is the Primary Contact?*
Sean Clark
lb. Primary Contact Email:*
[e-mail]
Date Submitted
7/18/2022
Nearest Body of Water
Buckhorn Creek
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.5941°N
A. Processing Information
Longitude:
78.8743°W
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
29 - Residential Developments
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?*
O Yes O No
O 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
0 Owner 2 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
0 Yes 0 No
2. Owner Information
2a. Name(s) on recorded deed:
Margaret Hall Floyd
2b. Deed book and page no.:
DB 000261/DP 00-E-
2c. Contact Person:
2d. Address
Street Address
2677 AVERON DR
Address Line 2
City
FUQUAY VARINA
Postal / Zip Code
27526
State / Province / Region
NC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Sanford Bailey
3b. Business Name:
3c. Address
Street Address
2721 Oxford Bluff Drive
Address Line 2
City
Wake Forest
Postal / Zip Code
27587
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Sean Clark
4b. Business Name:
Sage Ecological Services, Inc
4c. Address
Street Address
3707 Swift Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27606
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
Buckhorn Creek Phase 2
lc. Nearest municipality / town:
Holly Springs
2. Project Identification
2a. Property Identification Number:
0637712692
2b. Property size:
63

2c. Project Address
Street Address
7226 Buckhom Duncan Rd.
Address Line 2
City
Holly Springs
Postal / Zip Code
27540
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Buckhorn Creek
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040103
4. Project Description and History
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The Site consists primarily of young pine forest with an extensive network of dirt roadways. Hardwood trees dominate the drainages and the perimeter of the Site. The Site was logged
between 2014 and 2015 per historic aerial imagery. The topography of the Site ranges from a low point of +/- 290 feet above mean sea level (msl) along the southern boundary of the Site,
to a high point of +/- 380 feet msl in the northeastern boundary of the Site. The surrounding landscape is a mix of undisturbed forest, scattered residential areas and a quarry north of the
Site.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes O No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
2.32
4g. List the total estimated linear feet of all existing streams on the property:
5,464
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to construct a residential development to help meet the housing need in the area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project is the construction of a residential subdivision with necessary internal roads and utilities. There are two proposed road crossings of streams to access the useable upland
portions of the property. Streams are not crossed multiple times by roads. The remaining jurisdictional resources on the Site are avoided. Utilities for the proposed project will connect to
existing utility lines adjacent to the Site. Heavy equipment typically used for residential construction (e.g. backhoes, bulldozers, etc.) will be utilized.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
OYes ONo
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary O Approved O Not Verified O Unknown 0 N/A
Corps AID Number:
SAW-2022-01482
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
David Gainey, Max Gainey, Phil Beach, PWS
Sage Ecological Services, Inc.
6a. Is this a phased project?*
O Yes O No
O Unknown
6b. If yes, explain.
Phase 1 of the subdivision occurred on the east side of Buckhorn Duncan Road, directly across from the proposed Phase 2 portion of the development. There were no impacts associated
with Phase 1: all jurisdictional resources were avoided.

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?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands J Streams -tributaries
Ci Open Waters O Pond Construction
2. Wetland Impacts
O Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact 1 - Road
Crossing
Road fill
P
Bottomland Hardwood Forest
WD/WE
Yes
Both
0.160
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.160
2g. Total Permanent Wetland Impact
0.160
2i. Comments:
The road location for this proposed impact was selected using several variables. The entrance along Buckhorn Duncan Road had to meet separation
and sight distance requirements from NCDOT which took into account the steep hills and curves located to the north and south of the property frontage
on Buckhorn-Duncan Road. Several different crossing locations within the allowed roadway geometry were analyzed. While some more direct locations
were analyzed they fell short due to excessive cover required. The vertical topo and allowable road geometry would push fill slopes too far such that they
would impact other parts of the stream as the stream bends. Also, the crossing impacts would exceed allowable limits. The chosen path allows for
roadway grades to meet those limits without undo fill slopes along the crossing.
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Impact 1 - Road Crossing
Permanent
Culvert
SE
Perennial
Both
15
Average (feet)
60
(linear feet)
S2
Impact 1 - Road Crossing
Permanent
Rip Rap Fill
SE
Perennial
Both
15
Average (feet)
32
(linear feet)
S3
Impact 1 - Road Crossing
Temporary
Dewatering
SE
Perennial
Both
15
Average (feet)
20
(linear feet)
S4
Impact 2 - Road Crossing
Permanent
Culvert
SB
Perennial
Both
6
Average (feet)
88
(linear feet)
S5
Impact 2 - Road Crossing
Permanent
Rip Rap Fill
SB
Perennial
Both
6
Average (feet)
32
(linear feet)
S6
Impact 2 - Road Crossing
Temporary
Dewatering
SB
Perennial
Both
6
Average (feet)
20
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
212
3i. Total stream and ditch impacts:
252
3i. Total temporary stream impacts:
40
3j. Comments:
While permanent stream impacts are less than 150LF, the acreage of permanent loss to the channels is 0.03 acres. The rip rap dissipator pads at both
crossings will be countersunk below the stream bed; this is considered permanent impact but not permanent loss. The proposed temporary impacts are
associated with the impervious dikes and bypass pumping operations to install the culverts "in the dry." Channel dewatering will be concurrent with the
culvert installation.
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:
There are nine (9) wetlands and four (4) streams on the subject property. Two of the streams bisect the Site. Two road crossings are proposed to access
the useable upland portions of the property. Streams are not crossed multiple times by roads. The road location was selected using several variables.
The entrance along Buckhorn Duncan Road had to meet separation and sight distance requirements from NCDOT. Different crossing locations were
analyzed within the allowed roadway geometry. While some more direct locations were analyzed they fell short due to excessive cover required. The
vertical topo and allowable road geometry would push fill slopes too far such that they would impact other parts of the stream as the stream meanders.
Also, the crossing impacts would exceed allowable limits. The chosen path allows for roadway grades to meet those limits without undo fill slopes along
the crossing. All other jurisdictional features on the Site have been avoided. Lots were positioned to avoid additional fill and/or impact to streams.
Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. Silt fencing will be installed to provide
additional protection from stormwater runoff.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
General techniques include the use of construction fencing to define the construction corridor and prevent any accidental additional impacts. Silt fencing
and sediment basins will also be used to prevent sediment runoff into stream.
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?
OYes DNo
2c. If yes, mitigation is required by (check all that apply):
❑ DWR @i Corps
2d. If yes, which mitigation option(s) will be used for this project?
❑ Mitigation bank ❑ Payment to in -lieu fee program ❑I Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
OYes 0No
4b. Stream mitigation requested:
(linear feet)
148
4d. Buffer mitigation requested (DWR only):
(square feet)
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
0.16
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
4h. Comments
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?
0 Yes • No
If no, explain why:
The project is in Holly Springs, below Jordan Lake, and drains to the Cape Fear River where there are currently no state protected riparian buffer requirements.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
❑ Yes 0No
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 ® No
❑ N/A - project disturbs < 1 acre
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of
downstream surface waters.*
Stormwater Management Plan O Antidegradation Calculations
Comments:
The Site falls under the jurisdiction of Wake County for stormwater review and approval. The applicant requests a conditional approval until the stormwater review is completed.
G. Supplementary Information U

1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
O Yes O No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
O Yes O No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes n No
3b. If you answered "no," provide a short narrative description.
Per the NC DWQ April 2004 Version 2.1 Cumulative Impacts policy, small scale residential development projects have a "low potential for cumulative
impact" since the project already in a developed landscape (i.e. existing residences and development in the vicinity) and the area already contains the
necessary infrastructure (i.e. electricity, etc.). The project drains to Buckhorn Creek, which is Class C Waters, (i.e. not HQW or ORW). We anticipate the
NCDWR will advise us if a qualitative or quantitative analysis is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
® Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
The project will connect to municipal sewer.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
O Yes O No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes O No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1.8?
0 Yes No
O No 0 Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
OYes 0No
5g. Does this project involve bridge maintenance or removal?
OYes 0No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®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.?
0 Yes C•% No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
No federally threatened or endangered species are listed to occur within 1 mile of the Project according to the NC Natural Heritage Program (NHP)
Database (see attached report dated December 17, 2021).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The proposed project is in Wake County which is not near any coastal or tidal habitat which would support EFH (i.e., salt marshes, oyster reefs, etc.).
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?*
O Yes O No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The Site is not listed as a historic property or within a historic district. No historic structures were found on the Site. Three historic sites are located within
1-mile of the Site. One property is listed as "Surveyed Area (SA)," one property is listed as "SO -Gone," and one property is listed as "Study List (SL)."
The Burt Farm (WA 05338) is a "Study List" property that abuts the southern boundary of the Site along Buckhorn Duncan Road. Figure 4 provides a
graphical representation and description of these properties in relation to the Site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
O Yes O No
8b. If yes, explain how project meets FEMA requirements:
No permanent fills or impacts will occur in the FEMA floodplain.
8c. What source(s) did you use to make the floodplain determination?*
FEMA online FIRM maps Panel No. 3720062600K, effective 2/2/2007
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or dreg and drop files here to attach document
Buckhorn Creek Ph 2 PCN Supplemental Information.pdf 12.77MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Nicole J. Thomson
Signature
fled' ram.
Date
7/18/2022

ECOLOGICAL
SERVICES
EST., 2016
July 18, 2022
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Mr. Lyle Phillips
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
Re: Buckhorn Creek Phase 2 Subdivision
Request for NWP 29 and GC 4256 Authorization
Sage Project #2021.167
NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Ms. Colleen Cohn
512 N. Salisbury St., Archdale Bldg. 9th Fir
Raleigh, NC 27604
On behalf of Sanford Bailey (applicant), please find attached a complete application and supplemental
information requesting written concurrence from the US Army Corps of Engineers (USACE) that the activities
associated with the proposed development of the Buckhorn Creek Phase 2 subdivision (Project) may proceed
under Nationwide Permit (NWP) 29 and General Certification 4256 (GC 4256).
Project Purpose and Location
The Project includes the construction of a residential subdivision. The +/-68.85-acre tract is located at the west
side of Buckhorn Duncan Road adjacent to its intersection with Summit Creek Drive in Holly Springs, Wake
County. The coordinates of 35.5949°N, 78.8747°W generally correspond to the center of the Site.
Project Detail
The proposed Project consists of the construction of a residential development with associated utilities and roads.
Homes will be on municipal sewer and will tie into existing public water systems.
Access to the Site will be provided via Buckhorn Duncan Road to the east. Heavy equipment typically used for
utility installation projects (e.g., backhoes, bulldozers, etc.) will be utilized.
No federally threatened or endangered species are listed to occur on the Site according to the NC Natural
Heritage Program (NCNHP) Database. (see attached report dated December 17, 2021).
The Site itself is not listed as a historic property or within a historic district. The Burt Farm (WA 05338) is a "Study
List" property that abuts the southern boundary of the Site along Buckhorn Duncan Road. There are two
additional properties listed within 1.0 mile of the Site.
Project History
The Site is comprised of a single parcel totaling 68.85 acres. The Site consists primarily of young pine forest with
an extensive network of dirt roadways. Hardwood trees dominate the drainages and the perimeter of the Site.
The Site was logged between 2014 and 2015 per historic aerial imagery. There are 4 streams and 9 riparian
wetlands on the Site. Residential and agricultural properties exist around the Site.
Avoidance and Minimization
This project has been designed to meet purpose and need while avoiding and minimizing impacts to onsite
natural resources to the greatest extent practicable. There are 2.32 acres of onsite wetlands, of which only 0.16
acres are proposed to be permanently impacted. Additionally, there are 4 streams on the property totaling
approximately 5,464 linear stream feet, however, only two stream crossings are proposed resulting in 148 linear
Buckhorn Creek Phase 2 Page 1 of 2

feet of permanent stream impact. Construction fencing will be used to define the construction corridor and prevent
any accidental additional impacts, while silt fencing will be installed to provide additional protection from runoff.
Project Impacts
Impact 1 Culvert 1 is a proposed road crossing and will result in 0.16 acre of permanent wetland impact, 60 linear
feet of permanent stream impact, 32 linear feet of countersunk riprap dissipator pad (permanent impact, but not
permanent loss) and 20 linear feet of temporary impact to accommodate impervious dikes for the temporary
bypass pumping operation during culvert installation. Impact 2 Culvert 2 is also a proposed road crossing and
will result in 88 linear feet of permanent stream impact, 32 linear feet of countersunk riprap dissipator pad
(permanent impact, but not permanent loss) and 20 linear feet of temporary impact to accommodate impervious
dikes for the temporary bypass pumping operation during culvert installation.
Mitigation
Permanent wetland impacts total 0.16 acre and total permanent stream impacts total 0.033 acre, both of which
will require compensatory mitigation. Mitigation is being provided by NC Division of Mitigation Services (NCDMS)
(see attached acceptance letter).
If you have any questions, please call me at [phone].
Respectfully submitted:
Sage Ecological Services, Inc.
tole J. Thomson, PWS
Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3 — Buckhorn Creek Stream & Wetland Sketch Map
Figure 3 — Buckhorn Creek Entrance Addition Stream & Wetland Sketch Map
Figure 4 — NCSHPO Map
NCNHP Database Report
USACE SAW-2022-01482 PJD processing email
Impact Maps
NCDMS Mitigation Acceptance Letter
Notice of Intent to File Permit Application email
Buckhorn Creek Phase 2 Page 2 of 2

SAGE
ECOLOGICAL.
SERVICES
EST.* 076
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Name: ) Ct.A., v
U � l
Address: a(,i 1 'J CA--v
Phone: 67 _ �;b `7 6 q /
Email: ,Q �c� t')(L- ( r cf,o
Project Name/Description: Buckhorn
Sage Project# 2019.81
Date: , `-'kr i✓
The Department of the Army
U.S. Army Corps of Engineers,Wilmington District
P.O. Box 1890
Wilmington,NC 28402
Attn: Lyle Phillips
Field Office: Raleigh
Re: Wetlands and Streams Related Consulting and Peiiiiitting
To Whom It May Concern:
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein,do authorize representatives of the 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.I also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications, to furnish upon request supplemental information in support of
applications,etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
Notice: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by Sage staff. Please contact Sage to arrange a meeting
prior to visiting the site.
r.
BY: BY:
Print Name of Landowner or Sign ture Landowner or
Legal Representative Legal Representative

Map Location
USGS Topographic Map
Buckhorn Creek Property
Sage Project # 2021.167
Fuquay-Varina, NC Quadrangle
December 2019 USGS Topography
December 13, 2021
0 1,000 2,000
Feet
Figure 1
SAGE
ECOLOGICAL
SERVICES
EST Ark ?WO
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

As13
CeD CgC7
\,CeD
CgC2
CeF CeD
Buckhorn Creek Study Area
CgB2
CgC2
Map Location
CODE SC
SB CeD
CeF
(CgC CeB2
CeF
AgC2
ApD
Wm E
WmE
Wei
NRCS Soil Survey Map
CF.B2
LdB2
LdC2
LiO
Ctc3
CeF
/
w©. CgC2
SA{ „
:a2
Buckhorn Creek Property
Sage Project # 2021.167
Wake County Soil Survey, 1970
Soil Sheet 96
December 13, 2021
0 650 1,300
Feet
.CgC. Ag&2
CeC2
CgB2,
ApC2
ApB
ApC2
NoB2
'WaC
Wa®
WaC
LdC2
CeF
Wa
AgC2
O
AgC2
q WaC
Wo
Figure 2
SAGE
ECOLOGICAL
SERVICES
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

All Features must be confirmed by
the NC-DWR and the USACE.
Intermittent Stream - Jurisdictional Waters of the US; Subject to 50-Foot Wake County
Riparian Buffers
Perennial Stream - Jurisdictional Waters of the US; Subject to 50-Foot Wake County Riparian
Buffers
Wetlands - Jurisdictional Waters of the US
NOTE: Location, shape and size of
depicted features on the evaluated
site are approximate and should be
surveyed by a licensed NC
surveyor for final site planning.
wde33
wde34
- p, ©GagP LP Cho 0 0 @ p j
Map Location
Wetland Sketch Map
Buckhorn Creek Entrance AdditionProject
Sage Project # 2021.167
March 28, 2022
0 25 50
1=1Feet
SAGE
ECOLOGICAL
SERVICES
Figure 3
Drawn By:
David Gainey
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

All Features must be confirmed by
the NC-DWR and the USACE.
Intermittent Stream - Jurisdictional Waters of the US; Subject to 50-Foot
Riparian Buffers
NOTE: Location, shape and size of
depicted features on the evaluated
site are approximate and should be
surveyed by a licensed NC
Wake County " >
Count
' ; �,„--:,--i) ,, `�
tttt.a. ' ,/tt.
„.,. .._—_,—.:1,—,2)illttiGyhei li 1
' A car rrni �ournn�rnirnl ni�
Riparian
Perennial Stream - Jurisdictional Waters of the US; Subject to 50-Foot Wake
Buffers
Wetlands - Jurisdictional Waters of the US
Map Location
Wetland Sketch Map
Buckhorn Creek Property
Sage Project # 2021.167
December 17, 2021
0 150 300
Feet
ECOLOGICAL
SERVICES
EST. 2016
Figure 3
Drawn By:
David Gainey
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

NCSHPO Data Download: 1/3/2021
http://www.ncdcr.gov
Q Project Study Area
Q 1-Mile Project Buffer
NCSHPO Status
Study List individual entry
• Surveyed, Gone
Surveyed Area center point
Study List Boundary
F
,r
Mlni$ Rd
Star Chase. Ln
Map Location
Orange I Durham
Chatham/
Lee
Harnett
Wake
Fra nklin
Johnston
NCSHPO Map
Buckhorn Creek Property
Sage Project # 2021.167
Prepared by: K. Hamlin
January 4, 2021
0 1,000 2,000
Feet
Figure 4
SAGE
ECOLOGICAL
SERVICES/
Sage Ecological Services, Inc.
Office: 919-335-6757
CeII: 919-559-1537

• ■■■
■■ • NC DEPARTMENT OF
■ ■•■E NATURAL AND CULTURAL RESOURCES
• ■■■
December 17, 2021
Kim Hamlin
Sage Ecological Services, Inc.
3707 Swift Drive
Raleigh, NC 27606
RE: Phase 2 of Buckhorn Creek; 2021.167
Dear Kim Hamlin:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-16604
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
Phase 2 of Buckhorn Creek
Project No. 2021.167
December 17, 2021
NCNHDE-16604
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID cientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date i Rank Mi +
Dragonfly or 32043 Coryphaeschna ingens Regal Darner
Damselfly
2004-Pre H? 5-Very
Low
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
Med Area Name Owner Type J
Harris Game Land Duke Energy Private
Wake County Open Space Wake County Local Government
Significantly G5 S2?
Rare
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on December 17, 2021; source: NCNHP, Q3 October 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-16604: Phase 2 of Buckhorn Creek
December 17, 2021
▪ Project Boundary
▪ Buffered Project Boundary
Managed Area (MAREA)
1:24,715
0 0.2 0.4 0.8 mi
i ti ti ti ti ti 5
0 0.325 0.65 1.3 km
Sources' Esri, HERE, Garmin,, Intermap, increment P Corp_, GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 3 of 3

From: RaleighNCREG
To: David Gainey
Cc: Phillips, George L CIV USARMY CESAW (USA)
Subject: SAW-2022-01482 (7226 Buckhorn-Duncan Road / Holly Spring / Wake County)
Date: Wednesday, July 6, 2022 2:07:05 PM
Good Afternoon,
Your JD request has been received, assigned action ID SAW-2022-01482 and forwarded to Lyle
Phillips for further processing.
Please refer to the action ID in all correspondence.
Thank you,
Josephine Schaffer
From: David Gainey <[e-mail]>
Sent: Tuesday, July 5, 2022 1:08 PM
To: RaleighNCREG <[e-mail]>
Subject: [Non-DoD Source] Buckhorn Creek PJD Submittal
Please see the attached PJD request for the Buckhorn Creek project located in Holly Springs, NC.
Thanks, David Gainey
David Gainey
Sage Ecological Services, Inc.
Cell: 919.771.9136
DGainey©a SageEcological.com

R/W
8" ABC
2" SF9.5A SUPERPAVE ASPHALT
SECTION A -A
SYMMETRICAL CUL-DE-SAC
WITH 126' R/W RADIUS
NO CURB AND GUTTER
NTS
8" ABC
2" SF9.5A SUPERPAVE ASPHALT
SECTION A -A
SYMMETRICAL CUL-DE-SAC
WITH 100' R/W RADIUS
NO CURB AND GUTTER
N /F
WATSON ADCOCK LLC
D.B.8493 PAGE 1412
PIN# 0636-291-8369
20' PERMA
CONS
Iv1AINTENANC
LAWELL
T: 35'35'3
DN: 78'52'38.59
50' RIGHT OF WAY
FILL
20' PAVEMENT
2" SF9.5A
8" CABC
RESIDENTIAL STREETS
TYPICAL CROSS SECTION
NTS
TEMPORARY
TURN A ROUND
WITH EASEMENT
NTS
WETLAND
WA-3
WETLAND
WA-4
20' PUBLIC
DRAINAGE &
ACCESS ESM'T
PERMANENT
OPEN SPACE
PROPSED USE:
CONSERVATION OF
NATURAL AREAS
19.63 AC.
67,920 S.F.
MIA=10,000 SF.
49,97• S.F.
MIA=10,I00 SF.
20' DRAINAGE
EASEMENT
WETLAND
WA-2
20' PUBLI
39 DRAINAGE &
CCESS ESM'T
31,615 S.F.
MIA=1010,000 SF.
32,383 S.F.
MIA=10,000 SF.
30,924 S.F.
MIA=10,000 SF.
//////
HATCHED AREA NORTH
OF THE CREEK WAS NOT
EVALUATED DUE TO
NO IMPACTS PROPOSED
AS ON THE
SOUTH SIDE OF
CREEK WERE NOT
EVAUTED DUE
NO IMPACTS P
500 YR FLOODPLAIN
100 YR FLOODPLAIN
WETLAND
WA-2
43,214 S.F.
MIA=10,000 SF.
36,157 S.F.
MIA=10,000 SF.
30,446 S.F.
MIA=10,000 SF.
27,825 S.F.
MIA=10,000 SF.
LU F'U DLIIi
DRAINAGE
ESM'T
WETLAN D
WB-1
28,255 S.F.
MIA=10,000 SF.
,537 S.F.
10,000 SF.
38,923 S.F.
MIA=10,000 SF.
STREAM
SB
0' PE
CON
MA
ANENT
.AND
TENANCE ESM'
20' PUBLIC
DRAINAGE &
A ESS ESM'T
41,299 S.F.
MIA=10,000 SF.
48,260 S.F.
MIA=10,000 SF.
31,234 S.F.
MIA=10,000 SF.
30,086 S.F.
MIA=10,000 SF.
33,990 .F.
MIA=10,000 SF.
29,655 S.F.
MIA=10,000 SF.
44,307 S.F.
MIA=10,000 SF.
WETLAND
WB-2
20' UTILITY
ACCESS ESM'T
OFFSITE
SEPTIC
AREA FOR
LOT 37
PERMANEN
OPE SPACE
PRO SED USE:
CON OP!
OF
NATURAL AREAS
5.03 AC.
1724.40
S88° 58' 26"W
WELL #8
LAT: 35'35'31.76
LON: 78'52'30.19
N /F
JOHN F BURT
D.B.14545 PAGE 2108
PIN# 0636-89-2138
30,155 S.F.
MIA=10,000 SF.
31,439 S.F.
MIA=10,000 SF.
30,247 S.F.
MIA=10,000 SF.
35,715 S.F.
MIA=10,000 SF.
20' DRAINAGE
EASEMENT WETLAND
WB-3
34,447 S.F.
MIA=10,000 SF.
32,337 S.F.
MIA=10,000 SF.
30,682 S.F.
MIA=10,000 SF.
32,990 S.F.
MIA=10,000 SF.
34,714 S.F.
MIA=10,000 SF.
WETLAN
WB-4
30,019 S.F.
MIA=10,000 SF.
30,146 S.F.
MIA=10,000 SF.
31,346 S.F.
MIA=10,000 SF.
28,479 S.F.
MIA=10,000 SF.
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CH
EDGE OF PAVEMENT
EXISTING ROAD
RECOMMENDED ROAD CONNECTION
STOP CONDITION
HATCHED AREA NORTH
OF THE CREEK WAS NOT
EVALUATED DUE TO
NO IMPACTS PROPOSED
20' DRAINAGE
EASEMENT
PERMANENT
OPEN SPACE
PROPSED USE:
CONSERVATION OF
NATURAL AREAS
19.63 AC.
17"-9` SPAN
11'-2" RISE
ALUMINUM
STRUCTURAL
PLAT PIPE ARCH
W/ HEADWALL
STREAM
SA
33,377 S.F.
MIA=10,000 SF.
32.960 S.F
KIOSK
LOCATION
34,368 S.F.
MIA=10,000 SF.
37,052 S.F.
MIA=10,000 SF.
w
36,573 S.F.
MIA=10,000 SF.
30,266 S.F
MIA=10,000 SP.
25' TREE & VEGETATION
PROTECTION ZONE
Figure #1 Inset M
Impact 1
20' PUBLIC
DRAINAGE &
ACCESS ESM'T
20' PERMANENT
CONST. AND
MAINTENANCE ESM'T
25' TREE & VEGETATION
PROTECTION ZONE
TEMPORARY
TURN -A -ROUND
BUCKHORN
CREEK PH1
586.06
S89° 39' 05"W
RIGHT OF WAY
EDGE OF TRAVEL LANEk
0
W
C 5, L
7'
IA nos r f4W
IV
1
W
ROADWAY CENTERLINE
EDGE OP TRAVEL LANE
RIGME OF WAY
MIN.
TOO CBU
25
PAVED TURNOUT
(PAVEMENT STRUCTURE
TO MATCH TRAVEL LANES)
MIN. N. MIN. CONCRETE PAD
FOR CBU {PER LISPS)
CBU (ACCESS FROM PAD)
5
7,
TURNOUT
2'
ii
rCBU
W
07
NI
D2 -
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION
STANDARDS JANUARY 2010" FOR LOCAL AND
CONCRETE PAD
FOR CBU
NOTE:
ROADS MINIMUM CONSTRUCTION MAINTAIN R/W OFFSET
COLLECTOR ROAD DIMENSIONS. AROUND CBU TURNOUT
FIGURE 1
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND
COLLECTOR SUBDIVISION STREETS
WETLAND
WF
LEGEND
10,000 SF = MAXIMUM IMPERVIOUS ALLOWED
RD.
uJ
0
6
PERMANENT
OPEN SPACE
5.29 AC.
N /F
JOHN F BURT
D.B.14545 PAGE 2108
PIN# 0636-89-2138
= FLOOD HAZARD SOILS
= WETLAND AREA (2.32 ACRES)
= OPEN SPACE
= STREAM (5,464 L.F.)
3-84" CMP
DEVELOPER
SANFORD BAILEY
8900 BUD SMITH ROAD
WAKE FOREST, N.C. 27587
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
100
V C \ TY
V
AP
SITE DATA - TOTAL
- SUBDIVISION # PLG-001688-2019
- TOTAL TRACT SIZE = 68.85 AC.
- TOTAL NO. LOTS ALLOWED = 74 LOTS
- TOTAL OPEN SPACE REQUIRED (10%) = 6.89 AC.
- TOTAL OPEN SPACE PROVIDED = 29.95 AC.
- TOTAL NO. LOTS = 42
- AVERAGE LOT SIZE = 0.81 AC. (35,284 S.F.)
- LINEAR FEET OF STREET = 4,293 LF
- IMPERVIOUS IN STREET = 2.05 AC. (89,298 S.F.)
- IMPERVIOUS IN LOTS = 9.64 AC. (420,000 S.F.)
- IMPERVIOUS IN KIOSK = 0.02 AC. (870 S.F.)
- IMPERVIOUS IN WELL 6 AND 8 = 0.30 AC. (13,068 S.F.)
- TOTAL IMPERVIOUS = 12.01 AC. (523,236 S.F.)
- AREA OF STREETS = 4.95 AC.
- PIN # PORTION OF 0637-71-2692
- MINIMUM LOT SIZE = 20,000 S.F.
- MINIMUM LOT WIDTH = 75'
- ZONED R-40
- TOTAL DISTURBED AREA = 10.0 AC.
- % IMPERVIOUS = 17.4
- SETBACKS = FRONT = 15'
SIDE = 7.5'
REAR = 15'
CORNER = 15'
GRAPHIC SCALE
0 50 100
200
400
( IN FEET )
1 inch = 100 ft.
STORMWATER CONTROL AND MANAGEMENT
IMPERVIOUS CALCULATIONS
IMPERVIOUS AREA PER LOT TO BE LIMITED TO 10,000 S.I{.
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY.
WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS.
NOTE:
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN * , THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY
WAKE COUNTY AND/OR F.E.M.A.
NOTES:
- PRESENT LAND USE IS VACANT, WOODED AND FALLOW.
- STREETS WILL HAVE A 50' R/W.
- ALL RADII AT STREET INTERSECTIONS ARE 25'
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS
- WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM.
- SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
- ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
WITH DURING CONSTRUCTION
- ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
DURING CONSTRUCTION
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
- BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS & PANCIERA, P.C.
- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
OF THE OPEN SPACES IN THIS DEVELOPMENT.
- PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
AVOIDED OR REPLACED PER WAKE COUNTY UDO.
- NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
- PROPERTY IS LOCATED IN THE PANTHER BRANCH WATERSHED.
- ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS.
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BUCKHORN CREEK PHASE 2
L
WAKE COUNTY, NORTH CAROLINA
SUBDIVISION SITE PLAN
(A CLUSTER SUBDIVISION)
DRAWING
SHEET
0-3
- SUBDIVISION # PLG-003270-2021
L

50' RIGHT OF WAY
M0
FILL
8'
20' PAVEMENT
10'
CL
114" PER FT.
10'
2" S9.5B
8" CABC
RESIDENTIAL STREETS
TYPICAL CROSS SECTION
NTS
6'
PER FT
6-
S`'r
CUT
0
o
N
UNDIVIDED ROADWAYS,
TWO-LANE AND MULTI -LANE
GUARDRAIL/BARRIER GUARDRAIL/BARRIER
ALONG ROADWAY
z
O w
1-
STATE OF
NORTH CAROLINA
OF TRANSPORTP
VISION OF HIGHW
RALEIGH, N.C.
AT BRIDGES
BRIOOE j9
STATE OF
NORTH CAROLINA
OF TRANSPORTA
/ISION OF HIGHWI
RALEIGH, N.C.
41
.-: 's_m" 41.-:
.91
25'
24:
ter"
VARIES
-
SEE CHART BELOW
jt1-1.1
-/ DIVIDED ROADWAYS
GUARDRAIL/BARRIER
GUARDRAIL/BARRIER
D DRAWING FOR 1-12
TIER DELINEATORS DEPT
SPACING DI1
8
N
ALONG ROADWAY
ENGLISH STAN
GUARDRAIL AND B
INSTALLA
AT BRIDGES
BRIDGE
'
25'
` " MEDIAN r�
- -
11/
- -•
'�` "
25'
• •
■ IR • • • •
GRIIIGE
2'
• •
25'
VARIES
SEE CHART BELCW
DARD DRAWING FOR
ARRIER DELINEATOI
"ION SPACING
GENERAL NOTES:
DELINEATOR SPACING REQUIREMENTS
FOR PERMANENT AND CONSTRUCTION
ZONE GUARDRAIL, BARRIER,AND BRIDGERAIL
ENGLISH STANDAR
IUARDRAIL AND BARI
INSTALLATIG
SPACIND (FT.)
PAIL LOCATIONS
1- INSTALL DELINEATORS AT ALL LOCATIONS OF PERMANENT AND TEMPORARY GUARDRAILS,
CONCRETE BARRIERS, AND BRIDGE RAILS.
100'
ROADWAY CURVATURE c 3'
RAIL PARALLEL TO ROADWAY
2- INSTALL DELINEATORS PRIOR TO ALLOWING TRAFFIC TO PROCEED IN AR AREA WITH NEW
BARRIER OR GUARDRAIL INSTALLATIONS {TEMPORARY AND PROPOSED).
50'
ROADWAY CURVATURE > 3'
RAIL PARALLEL TO SOADWAY
3- CONFORM COLOR OF DELINEATORS TO THE COLOR OF THE ADJACENT EDGE LINES.
25'
TRANSITIONS, TAPERS,&
SECTIONS LESS THAN 200 LONG
4- POSITION DELINEATORS SUCH THAT THE REFLECTIVE SHEETINO IS PERPENDICULAR TO THE
85'
BRIDGE DRAILS
AT BRIDGEEA APPPROAO ACHES
-
ROADWAY
es
5- BEGIN DELINEATOR PLACEMENT 5 FEET FROM BARRIER APPROACH ENDS AND 25 FEET FROM
GUARDRAIL APPROACH ENDS.
LEGEND
1
6- BARRIER DELINEATORS THAT FALL ON JOINTS OR MOVE CONNECTIONS (UP TO 12 INCHES),
ON EITHER SIDE OF THE JOINT.
Ill DIRECTION OF • YELLOW DELINEATOR
M TRAFFIC FLOW
• CRYSTAL DELINEATOR
7- POSITION THE GUARDRAIL ANDIOR BARRIER DELINEATORS TO ACHIEVE A UNIFORM HEIGHT
GUARDRAIL
SHEET 1 OF 1
HEFT 1 OF 1
WITH THE BARRIER DELINEATORS WHERE GUARDRAIL TIES TO CONCRETE BARRIER.
OR
BARRIER
1261.01
1261.01
See
Detail
-25' [7.62m]
12'-6" [3.81m]
%MSKT-SP-MGS Terminal
'-3" [1905] 6' 3' [1905]-6' 3" [1905
-3" [1905]-y
12.-6" [3.81m] (6' W6X9 Steel Posts,
8" Wood or Composite Blocks
and 12 gage W-Beam Required)
Length of Need and
End of Payment for Installation
TRAFFIC
0
411.2 1=01li0)
B A
l�iun' - - - - _
(I�I�III� '��
i-�
9'-4 1/2" (G12025) Second Rail
PLAN
nd of Payment
for Installation
'or
431
See
Detail
Soil Plate on
Downstream
Side
_ =1
11111
MOM
ELEVATION
Post 441 Connection Detail Impact Head Connection Detail SECTION A -A
Post #2
Both Sides
of Rail
SECTION B-B
Anchor Bracket
I EM
A
4
BILL OF MATERIALS
IMPACT HEAD
ITEM NO.
M53000
a
W-SEAM GUARDRAIL END SECTION. 12 Ga.
5E1303
D
D
E
FIRST POST TOP (6X6XA- Tube)
FIRST POST 6070M (6' W6X1S)
SECOND POST ASSEMBLY TOP
MTPHPIA
MTPHPIB
UHP2A
F
SECOND POST ASSEMBLY BOTTOM
HP28
G
BEARING PLATE
E750
H
CABLE ANCHOR BOX
5760
BCT CABLE ANCHOR ASSEMBLY
E770
K
STRUT
MS785
2
HARDWARE (ALL DIMENSIONS IN INCHES)
5/16 x 1 HEX BOLT ORD 5
135160104A
4
5/15 WASHER
W0516
2
5/18 HEX NUT
N0516
d
5/8 DM. x 1 1/4 SPUCE BOLT (POST .2)
8580122
5/8 Diu. x 9 HEX BOLT ORD 5
8580904A
5/8 WASHER
W050
11
5/8 Dlc. H.G.R NUT
N050
3/4 Dlo. x a 1/2 HEX BOLT ORD A4 0
83,0654A
3/4 Dio. HEX NUT
N030
2
1 ANCHOR CABLE HEX NUT
N100
2
1 ANCHOR CABLE WASHER
W100
I/O RSI SHOULDER BOLT W/WASHER
5B12A
1/2 STRUCTURAL NUT
N012A
1/2 STRUCTURAL WASHER
BEARING PLATE RETAINER PE
W012A
GT-1003T
GENERAL NOTES:
1. All bolts, nuts, cable assemblies, cable anchors and
bearing plates shall be galvanized,
2. The lower sections of the Posts 152 shall not
protrude more than 4 in [1001 above the ground
(measured along a 5' [1.5m] cord). Site grading may be
necessary to meet this requirement.
3. The lower section of the hinged post should not be
driven with the upper post attached, If the post Is
placed In a drilled hole, the backfill material must be
satisfactorily compacted to prevent settlement.
4 When competent rock is encountered, a 12" [300] 0
post hole, 20 in. [500] deep cored into the rock surface
may be used if approved by the engineer for Posts 1
and/or 2. Granular material will be placed in the bottom
of the hole, approximately 2.5" [601 deep to provide
drainage. The first and/or second post can be field cut
to length, placed In the hole and backfilled with suitable
backfll. The soil plate may be trimmed if required.
5. The breakaway cable assembly must be taut A
locking device (vice grips or channel lock pliers) should
be used to prevent the cable from twisting when
tightening nuts.
Road Systems, Inc.
Mg @qW� ,s
488-346-5'3
3430
or Phone aza-a46-orxr
MSKT-SP-MGS
Terminal
Test Level 2
Dale:
07/30/1e
By:
JRR
Drawing Name: Sole'
MSKT-SP-MGS-TL2 I None
Ar:
0
FULLY WELDED ALUMINUM
f1.3ST4UCttPd.LPLMr
HEADWALL
13'-6"
ALUMINUM STIFFENING RIB BOLTED TO
SOIL SIDE OF WALL
17-9" SPAN X 11'-2" RISE
ALUMINUM STRUCTURAL
PLATE PIPE ARCH
END VIEW- INLET & OUTLET HEADWALL
PLAN VIEW
309.25
- 304.00
- 296.06
294.50
ESCRIPTIOM
POMONA PIPE PRODUCTS
4911 DUNDAS OR,
GREENSBORO, NC 27407
336.292.8060
POMONA PPE PRODUCTS
POMONAPIPEPRODIICTS COM
NO'r TO SCALE
SHEET
355
350
345
340
335
330
325
320
315_
310
305
300
295
290
co
/
�r•�114������V� 7
O. 1St
•
�� V116-4 ►:��
0040
*\*
PLAN VIEW FOR L-1
//
//
/
/
LOW POINT ELEV
= 310.61
/
LOW POINT STA
= 12+35.14
/
/
CO
PVI STA =
13+96.67
Q-
CO J
PVI ELEV
= 307.17
/
/
_1 M
A.D.68
K = 32.32
/
\o
II
O_
-
/
O -J
439.74'
VC
/
/`
()PIPE G
D w
18" RCP
I-
Z
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V
/ /
/
0.;
Z co
0
U!
�M
/
0<
z 1-
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/
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U /
w
()PIPE H
18" RCP
/
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Z
Q
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y
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0/
/
z
0
O
/
/
J
1
co
'
co
ozi
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U J N
(=:,+
r-.-
M
/
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+ co
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•
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roO,-
-c,
M
i__ II
z
�U
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co
ci
z
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UW
/
/
UAW
/
/
/
/
/
/
/
o%
//
/ /
\ ,,\--...,
<Z--
7
\
/
/
/
/
\�
\
100 YEAR H/W
/
------
13
ELEV.= 308.LO'
L
`----..,,.
\
- 7
4
L ---
----
-
J
R
\`
/ 17'-9" SPAN
X
13UKILU 1' BELOW
NATURAL GRADE
\
11'-2" RISE
J
ALUMINUM
STRUCTURAL
PLAT
�� 7.11'��
PIPE ARCH
W/ HEADWALL
RIP RAP TO
BE
l
COUNTER
BELOW STREAM
SUN K
BED
-
I
I
(NILI)
M
M M
O
O
M M
•Ln
O
M M
1flc\I co
N
O
M M
310.80
301.7
310.65
301.5
311.26
302.3
co OD
E)O
M M
GO
M
M M
317.75
310.2
321.47
319.9
325.95
334.8
N co.
c7 -
co co
337.06
347.5
342.96
353.1
348.86
355.3
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
355
350
345
340
335
330
325
320
315
310
305
300
295
290
O)
LO
M
17+507+69.71
NOTES FOR PUMP AROUND:
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF CHANNEL.
2. UTILIZE A FILTER BAG AS THE DEWATERING DEVICE TO DEWATER WORK AREA (SEE D-2 FOR
SPECIAL STILLING BASIN DETAIL).
3. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
4. CULVERT INSTALLATION ACTIVITIES ARE TO BE PERFORMED IN A CONTINUOUS MANNER UNTIL
COMPLETION. THE STREAM IS NOT TO BE TURNED TO THE WORK AREA UNTIL THE CULVERT AND
RIP RAP DISSIPATOR PAD(S) ARE COMPLETED.
5. THE CONTRACTOR SHALL ENSURE THAT CULVERT INSTALLATION IS A CONTINUOUS
OPERATION. DIKES TO BE INSTALLED TO ISOLATE THE ENTIRE IMPACT AREA.
6. THE CONTRACTOR MUST ENSURE THAT PUMP(S) ARE OF SUFFICIENT SIZE TO HANDLE A
STORM EVENT (I.E. 25-YEAR STORM IS TYPICAL DESIGN STANDARD); DIKES ARE NOT REMOVED
UNTIL CULVERT IS COMPLETED.
7. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.
THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND ACQUIRING THE PROPER SIZED
PUMP. THE PUMP SHALL BE LARGE ENOUGH TO PUMP. THE PUMP SHALL BE LARGE ENOUGH
TO PUMP 1000 GAL/MIN AND HAVE A MIN 20\TOTAL DYNAMIC HEAD.
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA:
1. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
2. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER ENTRAPPED
AREA. ISOLATE ENTIRE IMPACT AREA; ONCE WORK IS STARTED IT IS TO BE PURSUED TO
COMPLETION.
4. PERFORM EXCAVATION AND PIPE INSTALLATION.
5. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES,
PUMPS AND TEMPORARY FLEXIBLE HOSE. ( DOWNSTREAM IMPERVIOUS DIKES FIRST).
6. STABILIZE DISTURBED AREA WITH SEED AND MULCH. APPROPRIATE SEED TYPES MUST BE
USED; WETLAND SEED IN WETLAND AREAS, RIPARIAN SEED FOR ALL OTHER STREAM SIDE AREAS
THAT ARE NOT WETLAND.
NOTE:
DISCHARGE FROM PUMP AROUND OPERATION WILL BE ONTO FABRIC OR SOME OTHER DISSIPATION
DEVICE WITHIN THE TEMPORARY CONSTRUCTION LIMITS TO ENSURE THAT THE PUMPING OPERATION
DOESN'T CREATE DOWNSTREAM SCOUR.
Divert flow while trenching
across the stream
Planning and Design
ENERO? OISSIPAT OIV --
IMPERVIOUS DIKE
J
OtWAItiilN.- DEVICE --
1,0TE
ENSURE TO ANCHORALL
PUMPS AND PIPES SECURELY
fita�y-�
i'RO_ECT
DISCHA9GE 1`a5E
)1.
SECTION HOSE
TOP OF SANP,
IMPERVIOUS D146
- WORK AREA
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BUCKHORN CREEK PHASE 2
10-04-2021
UJ
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WAKE COUNTY, NORTH CAROLINA
ROADWAY PLAN AND PROFILE
1
DRAWING
SHEET
0-5
SCALE: 1 " = 50' (HORIZONTAL)
1 " = 5' (VERTICAL)
PROFILE VIEW FOR L-1

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END
• •
STEWART - PROCTOR
ENGINEERING AND SURVEYING P-0148
319 CHAPANOKE ROAD
Raleigh, North Carolina 27603
ILy;_/j$P'
Phone [phone] Fax [phone]
RE IDENTIA
�11111111111111111111,1��
.1674114
)
�411% T ATMENT TL-2
( E DETAIL -THIS
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FOR REVIEW ONLY-
, _ HIGH POINT EL V = 35'5.29
HIGH POINT STA =11+07.08
NOT FOR CONSTRUCTION
PVI STA = 11+63.22
PVIELEV=358.64
A.D.=-10.15
K=30.06
P
LAN
VIEW
FOR
L-3
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
360
\
360
t
--
U
000
Lci
cr
Q.
HIGH POINT
ELEV = 342.59
=
0
m
�
M
HIGH POINT
STA 13+94
29
355
-2.0
O
--_
-
R
\
M
-
ui
PVI STA
PVI ELEV
= 14+62.49
= 337.86
_1m
_1
355
3.21%.-
6
0
>
A.D.
_ -2.25
HIGH
POINT ELEV =
338.92
+
_1K
R
W
= 60 .71
HIGH
POINT STA = 22+87.15
IPE F
PVI
STA = 21+77
05
°)
'
0
Lo
13G.39
VC
r
PVI
ELEV = 336.95
350
A.D. _ -5.05
0
0
350
\
N
rn
K= 43.59-
1
U
o
18 M
SEPARATION
N.
yg\
N
220.21' VC
0
O
N
69
0
J
M
. \
\
co
,
yg
ii
345
NOTE:
o U)
()
\
'
�n
Q
•
rREPARED FOR :
SANFORD BAILEY
8900 BUD SMITH ROAD
WAKE FOREST, N.C. 27587
IDATE : 10-04-2021
PROJECT ENGINEER:
MIKE STEWART
PROJECT CADD DESIGNER:
JOHN A. TEEL
PROJECT NUMBER:
ao
DISCHARGE
FROM PUMP AROUND OPERATION WILL BE ONTO FABRIC OR SOME OTHER DISSIPATION
WITHIN THE TEMPORARY CONSTRUCTION LIMITS TO ENSURE THAT THE PUMPING OPERATION
\
` ;
m
/
Q'
w
0
w345
e‘iDEVICE
�; N
DOESN'T
CREATE DOWNSTREAM SCOUR.
\
CO
M
U
w
w
O M
,
R\
\
\
LOW POINT
ELEV = 318.61
N
M
X• + V
I- II-
Divert flow while trenching
\
N
o
M
M
LOW POINT
STA - 18+07.80
'-
(�
>
J
�\
0
PVI
STA = 1=
�/
W
W
' 7 a
340
J
U (n w
across the stream
yj
U
PVI
309.
ELEV = 309.32
2
-�
\
340
W
A.D. = 16.03
co
\�
\w
o
c� i
AN
K = 29.58
/
N
6
..
U
0
\
�
>
474.10' VC
/�0
�_
m
R
Pump
m till\
/ /
\
-
`
335
R
335
Dam
�
co
�'`�
�
/
/
a�1 PA
a_
-I
/
Pipe Line
i
7o
N
Lo
N
Dam
C9OO
q
J cc)
/
N•
NOTES FOR PUMP AROUND:
330
y
co
O M
(/)
iiJ
U
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF CHANNEL.
330
COVE"
\
,-ON
U
./i .
,
X
C. M
//
W
w
2. UTILIZE FILTER
ADETAIL) EWATERING DEVICE TO DEWATER WORK AREA (SEE D-2 FOR
\
H
6'b�°\°
SPECIAL STILLING BASIN
-I
U
-I
U) W
3. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
\
\
o
325
/
/
4. CULVERT INSTALLATION ACTIVITIES ARE TO BE PERFORMED IN A CONTINUOUS MANNER UNTIL
COMPLETION. THE STREAM IS NOT TO BE TURNED TO THE WORK AREA UNTIL THE CULVERT AND
325
\
/
\
/
\
RIP RAP DISSIPATOR PAD(S) ARE COMPLETED.
" PE
5. THE CONTRACTOR SHALL ENSURE THAT CULVERT INSTALLATION IS A CONTINUOUS
OPERATION. DIKES TO BE INSTALLED TO ISOLATE THE ENTIRE IMPACT AREA.
IORN CREEK PI
NAKE COUNTY, NORTH CAROLINA
/AY PLAN AND PRC
L-3
' R
/
6. THE CONTRACTOR MUST ENSURE THAT PUMP(S) ARE OF SUFFICIENT SIZE TO HANDLE A
STORM EVENT (I.E. 25-YEAR STORM IS TYPICAL DESIGN STANDARD); DIKES ARE NOT REMOVED
320
18" MIN.
SEPARATION
\
/
UNTIL CULVERT IS COMPLETED.
320
PIPE D
a
J
%.
18" RCP
PIPE C
/
7. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.
THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
If
Planning
' a n n i n g and
L�
Design
/
1 �3' FZC;F°
1
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND ACQUIRING THE PROPER SIZED
PUMP. THE PUMP SHALL BE LARGE ENOUGH TO PUMP. THE PUMP SHALL BE LARGE ENOUGH
18" MIN.
/
TO PUMP 1000 GAL/MIN AND HAVE A MIN 20\TOTAL DYNAMIC HEAD.
______
SEPARATION
315
ENERGY DISE PAT ON -- --. - aScHARGE HOSE
,.___/ .i?
-"IMP'18
MIN.
315
-_ F`-F1Q'y.�_ ~--
1
SEPARATION
_�i �+ - IMPERVIOUS DIKE
I I I I I I
�� y \\ - SUCTION HOSE
t"
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA:
y4�
!-`\v / �''
1. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
�' f, 1- /
y
"
/
2. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
310
, /
\
/
310
/"•RflJ6Ci
r_- -
\' \ 7OpacNR
3. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER ENTRAPPED
AREA. ISOLATE ENTIRE IMPACT AREA; ONCE WORK IS STARTED IT IS TO BE PURSUED TO
DES 'WEANS
/--- IMPEP.wDUS Du _
DEVICE - -'
V /100 YEAR
H/W
COMPLETION.
\ \
ELEV.=
308.94
4. PERFORM EXCAVATION AND PIPE INSTALLATION.
`---
T
/
5. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES,
305
r.OTE
-
- WORK AREA
V
�,p
P,//J�r�,,rE B
PUMPS AND TEMPORARY FLEXIBLE HOSE. ( DOWNSTREAM IMPERVIOUS DIKES FIRST).
305
=uAIPS
'UMPENSUR@TOANCHORALLERESS
p.\'0 PEPES sEC°REIr
Cu
BURIED
THE PIPE
20% OF
DIAMETER
418' RCP
6. STABILIZE DISTURBED AREA WITH SEED AND MULCH. APPROPRIATE SEED TYPES MUST BE
USED; WETLAND SEED IN WETLAND AREAS, RIPARIAN SEED FOR ALL OTHER STREAM SIDE AREAS
BELOW
NATURAL
/HEADWALL
THAT ARE NOT WETLAND.
GRADE
►
RIP RAP TO
BE
0ei!
BELOW STREAM
BED
1
300
M
M
O
M O
M M
354.75
358.7
N O
00
M or)
354.98
357.4
353.85
354.7
351.89
350.6
349.10
348.0
345.67
345.8
342.19
342.2
338.47
337.6
M C
.-
M or)
329.85
325.0
325.91
318.4
ONO O
N O
M M
320.58
319.9
319.18
312.2
c
OO
M OM
318.91
316.7
320.05
330.5
O
. O
M or)
324.86
338.6
328.26
339.9
331.56
338.6
or)
O)
co M
336.49
341.3
338.10
341.6
339.15
341.9
340.05
340.2
340.94
341.84
300
p
N
M
DRAWING
SHEET
0-7
10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
SCALE: 1 " = 50' (HORIZONTAL)
/- = 5' (VERTICAL)
PROFILE
16+50
VIEW
17+00
17+50
FOR
18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 23+50 24+00 2445.69.17
L-3

NOTE:
ALL UTILITIES TO
RIGHT OF WAY
IMPACT AREA #1
AND
EA °
IMPACT 1 — CHANNEL
IMPACT 2 — RIP —RAP DISSIPATER
IMPACT 3 — TEMPORARY IMPACT
WETLAND AREA
60 LF 1 BEND
32 LF,1 BEND
20 LF
+ +
WETLAND IMPACT AREA FOR ROADWAY 6,891 SF
STREAM
BUCKHORN CREEK PH2
W� oovxrr NORIII c�ROUN�
IMPACT MAP #1
PREPARED FOR:
SANFORD BAILEY
8900 BUD SMITH ROAD
WAKE FOREST, N.C. 27587
DATE : 05-12-2022
sp STEWART PROCTOR
Design Consultants
319 Chapanoke Rood
Raleigh, North Carolina 27603
Phone [phone] Fax [phone]
PROJECT ENGINEER:
MIKE L. STEWART
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
PROJECT CADD DESIGNER:
JOHN A. TEEL
NC DWQ MAPS:
AREA IMPACT MAP
PROJECT SURVEYOR:
PROJECT SURVEYOR
FIGURE#:1

20' DRAINAG
E�. i ►T
a�.
:.4.41,,,t0#0,
dew
2 4,0,,* ♦ .
*too\
NOTE:
ALL U IL ES 0 W HIN
RIGHT OF WAY
IMPACT AREA #2
IMPACT 1 — CHANNEL
IMPACT 2 — RIP —RAP DISSIPATER
IMPACT 3 — TEMPORARY IMPACT
88 LF 2 BEND
32 LF,1 BEND
20 LF
WETLAND AREA
STREAM
BUCKHORN CREEK PH2
W� wvxrr NOKrx CAROUNA
IMPACT MAP#2
PREPARED FOR:
SANFORD BAILEY
8900 BUD SMITH ROAD
WAKE FOREST, N.C. 27587
DATE : 05-12-2022
sp STEWART PROCTOR
Design Consultants
319 Chapanoke Rood
Raleigh, North Carolina 27603
Phone [phone] Fax [phone]
PROJECT ENGINEER:
MIKE L. STEWART
GRAPHIC SCALE
50' 0 25' 50
( IN FEET )
1 inch = 50 ft.
PROJECT CADD DESIGNER:
JOHN A. TEEL
NC DWQ MAPS:
AREA IMPACT MAP
PROJECT SURVEYOR:
PROJECT SURVEYOR
FIGURE#:2

x STATE q'
,,�- Y
ROY COOPER 111
Governor i' '
ELIZABETH S.BISERn,R
Secretory �4awrt'�d1.
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
July 1, 2022
Sanford Bailey
2721 Oxford Bluff Drive
Wake Forest, NC 27587 Expiration of Acceptance: 1/1/2023
Project: Buckhorn Creek Phase 2 County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
(8-digit HUC)
Cape Fear 03030004 Riparian Wetland 0.16
Cape Fear 03030004 Warm Stream 148
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
Att(71/jdl-tita,
FOR James. B Stanfill
Asset Management Supervisor
cc: Nicole Thomson, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
��`` 217 West Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
De'Ja M1nic n c1 Ear I O N..131 Dual 919.707.8976

From: Nikki Thomson
To: 401 PreFi le
Cc: Sean Clark
Subject: Notice of Intent to File a Permit Application for Buckhorn Creek Phase 2; Sage Project No. 2021.167
Date: Wednesday, June 15, 2022 10:41:00 PM
To whom it may concern:
This email serves to notify you of our intent to file a permit application for the above named project.
Thank you
Nikki
Nicole Thomson, PWS
Sage Ecological Services, Inc.
[e-mail]
[phone]