20240280 Ver 1_More Info Received_20240510 (4)

NORTH CAROLINA
Environmental Quality
Wafer Resaurres
Office Use Only
Corps Action ID no. [Click to enter.] Date received: [Click to enter.]
DWR project no. [Click enter.] Date received: [Click to enter.]
Site Coordinates:
Latitude (DD.DDDDDD): 35.670265
Longitude (DD.DDDDDD): 78.836832
Form Version 4.3, 1210412023
Pre -Construction Notification (PCN) Form
(Ver. 4.2, 1210412023)
For Nationwide Permits and Regional General Permits and corresponding Water Quality Certifications
Please note: fields marked with a red asterisk * are required. The form is not considered complete until all
mandatory questions are answered.
The PCN help document may be found at this link:
https://edocs.deQ.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2196924&cr=1
Page 1 of 22 PCN Form Version 4.3- December 4, 2023

A. Processing Information
County (counties) where project is located: *
Wake Additional (if needed).
Is this an ARPA project? *
❑ Yes ❑x No
If yes, ARPA project number:
* The project number can be found on the "Letter of Intent to Fund"
(LOIF) or "Offer and Acceptance Letter". If you are unable to locate
Click or tap here to enter text.
your DWI ARPA Funding Project Number, please contact Corey
Basinger at core y.basinger(a)ncdenr.gov for further assistance.
Is this a NCDMS project? *
(Click yes only if NCDMS is the applicant or co-
❑ Yes ❑x No
applicant)
Is this a public transportation project?
(Publicly funded municipal, state, or federal road, rail,
❑ Yes ❑x No
or airport project)
Is this a NCDOT project? *
❑ Yes M No
If yes, NCDOT TIP or state project number:
Click to enter.
If yes, NCDOT WBS number: *
Click to enter.
❑x Section 404 Permit (wetlands, streams, waters,
Clean Water Act)
1 a. Type(s) of approval sought from the Corps: *
❑ Section 10 Permit (navigable waters, tidal
waters, Rivers and Harbors Act)
Has this PCN previously been submitted? *
❑ Yes ❑x No
Please provide the date of the previous submission. *
Click to enter a date.
❑x Nationwide Permit (NWP)
1 b. What type(s) of permit(s) do you wish to seek
*
El Regional General Permit (RGP)
authorization?
❑ Standard (IP)
This form may be used to initiate the standard/ individual permit process with the USACE. Please contact your Corps
representative concerning submittals for standard permits. All required items can be included as attachments and
submitted with this form.
1c. Has the NWP or GP number been verified by the Corps? *
® Yes ❑ No
NWP number(s) (list all numbers ):
39
RGP number(s) (list all numbers ):
Click to enter.
Are you a federal applicant?
❑ Yes ❑x No
If yes, please provide a statement concerning compliance with the Coastal Zone Management Act
Click to enter text.
1d. Type(s) of approval sought from DWR (check all that apply):
❑x 401 Water Quality Certification — Regular
❑ 401 Water Quality Certification— Express
❑ Non-404 Jurisdictional General Permit
❑ Riparian Buffer Authorization
❑ Individual 401 Water Quality Certification
Is this a courtesy copy notification
❑ Yes ❑x No
Page 2 of 22 PCN Form Version 4.3- December 4, 2023

1 e.
Is this notification solely for the record because written approval is not required? *
For the record only for DWR 401 Certification: *
❑ Yes
0 No
For the record only for Corps Permit: *
❑ Yes
0 No
1f.
Is this an after -the -fact permit/certification application? *
❑ Yes
0 No
1g.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts?
❑ Yes
0 No
If yes, attach the acceptance letter from mitigation bank or in -lieu fee program.
1 h.
Is the project located in any of NC's twenty coastal counties? *
❑ Yes
0 No
1 i.
Is the project located within an NC DCM Area of Environmental
Concern (AEC)? *
❑ Yes
0 No ❑ Unknown
1j.
Is the project located in a designated trout watershed? *
❑ Yes
0 No
If yes, you must attach a copy of the approval letter from the appropriate Wildlife Resource Commission Office.
Trout information may be found at this link: http://www.saw.usace.armV.miI/Missions/Regulatory-Permit-
Program/Agency-Coordination/Trout.aspx
Page 3 of 22 PCN Form Version 4.3- December 4, 2023

B. Applicant Information
1 a.
Who is the primary contact? *
Jennifer Burdette
1 b.
Primary Contact Email: *
[e-mail]
1 c.
Primary Contact Phone: * (###)###-####
[phone]
1 d.
Who is applying for the permit/certification? * (check
all that apply)
❑ Owner ❑x Applicant (other than owner)
1 e.
Is there an agent/consultant for this project?
® Yes ❑ No
2.
Landowner Information
2a.
Name(s) on Recorded Deed: *
Wake County
2b.
Deed Book and Page No.:
Click to ente
2c.
Contact Person (for corporations):
Mark Edmondson
2d.
Address
Street Address:
P.O. Box 550
Address line 2:
Click to enter.
City:
Raleigh
State/ Province/ Region:
NC
Postal/ Zip Code:
27602
Country:
USA
2e.
Telephone Number: * (###)###-####
[phone]
2f.
Fax Number: (###)###-####
Click to enter.
2g.
Email Address: *
[e-mail]
2.
Landowner Information
2a.
Name(s) on Recorded Deed: *
Town of Holly Springs
2b.
Deed Book and Page No.:
Click to enter.
2c.
Contact Person (for corporations):
Chris Hills
2d.
Address *
Street Address:
P.O. Box 8
Address line 2:
Click to enter.
City:
Town of Holly Springs
State/ Province/ Region:
NC
Postal/ Zip Code:
27540
Country:
USA
2e.
Telephone Number: * (###)###-####
[phone]
2f.
Fax Number: (###)###-####
Click to enter.
2g.
Email Address: *
[e-mail]
Page 4 of 22 PCN Form Version 4.3- December 4, 2023

3.
Applicant Information (if different from owner)
3a.
Name:
Frank Baird
3b.
Business Name (if applicable):
Capital Associates
3c.
Address: *
Street Address:
1501 Sunrise Avenue
Address line 2:
Suite 100
City:
Raleigh
State/ Province/ Region:
NC
Postal/ Zip Code:
27608
Country
USA
3d.
Telephone Number: * (###)###-####
[phone]
3e
Fax Number: (###)###-####
Click to ente-
3f.
Email Address: *
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Name: *
Natalie Britt
3b.
Business Name (if applicable):
DHIC
3c.
Address: *
Street Address:
113 S. Wilmington Street
Address line 2:
Click to enter.
City:
Raleigh
State/ Province/ Region:
NC
Postal/ Zip Code:
27601
Country
USA
3d.
Telephone Number: * (###)###-####
[phone]
3e
Fax Number: (###)###-####
Click to enter
3f.
Email Address: *
[e-mail]
4.
Agent/ Consultant (if applicable)
4a.
Name:
Jennifer Burdette
4b.
Business Name:
Natural Resource Consultants, LLC (NRC)
4c.
Address:
Street Address:
308 W. Millbrook Road
Address line 2:
Suite D #200
City:
Raleigh
State/ Province/ Region:
NC
Page 5 of 22 PCN Form Version 4.3- December 4, 2023

Postal/ Zip Code:
27609
Country:
USA
4d. Telephone Number: * (###)###-####
[phone]
4e Fax Number: (###)###-####
Click to enter.
4f. Email Address: *
[e-mail]
Agent Authorization Letter:*
Attach a completed/signed agent authorization form or letter. A sample form may be found at this link:
https://www.saw. usace.army. mil/Missions/ReguIatorv- Perm it-Program/Permits/2017-Nationwide- Perm its/Pre-
construction-Notification/
Page 6 of 22 PCN Form Version 4.3- December 4, 2023

C. Project Information and Prior Project History
1. Project Information
1a. Name of project: *
Ting Park Commercial Tract (DHIC Sportsmanship
Way)
1 b. Subdivision name (if appropriate):
Click to enter.
1c. Nearest municipality/town: *
Holly Springs
2.
Project Identification
2a.
Property identification number (tax PIN or parcel ID):
0649891181, 0649898125, & 0649884725
2b.
Property size (in acres):
20
2c.
Project Address:
Street Address:
Site is located off Sportsmanship Way and N. Main
Street
Address line 2:
Click to enter.
City:
Holly Springs
State/ Province/ Region:
NC
Postal/ Zip Code:
27540
Country:
USA
2d.
Site coordinates in decimal degrees (using 4-6 digits
after the decimal point): *
Latitude (DD.DDDDDD): * 35.670265
Longitude (-DD.DDDDDD): *-78.836832
3. Surface Waters
3a. Name of nearest body of water to proposed project: *
UT Little Branch
3b. Water Resources Classification of nearest receiving
C
water: *
The Surface Water Classification map may be found at this link:
https://ncdenr.maps.arcqis.com/apps/webappviewer/index.html?id=6el 25ad7628f494694e259c80dd64265
Cape Fear
3c. In what river basin(s) is your project located? *
Choose additional (if needed)
3d. Please provide the 12-digit HUC in which the project is
030300040102
located: *
The Find Your HUC map may be found at this link:
https://ncdenr.maps.arcqis.com/apps/Publiclnformation/index.html?appid=ad3a85aOc6d644aOb97cdO69db238ac3
Page 7 of 22 PCN Form Version 4.3- December 4, 2023

4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application: *
The proposed project site is bordered by Sportsmanship Way along the southern parcel boundary and North
Main Street along the eastern parcel boundary. NC Highway 55 parallels the western side of the property parcel.
The project site is mostly forested and consists of upland mixed hardwood and pine forest dominated by loblolly
pine, sweetgum, tulip poplar, and red maple. A sanitary sewer and natural gas pipeline easement run east -to -
west along the southern project boundary. General land use within the surrounding area is primarily comprised of
residential and commercial properties, as well as recreational areas like Ting Park and associated greenway
access.
4b. Have Corps permits or DWR certifications been obtained for this
❑ Yes ❑x No ❑ Unknown
project (including all prior phases) in the past? *
If yes, please give the DWR Certification number and/or Corps
[Click to enter.]
Action ID (ex. SAW-0000-00000):
jClick to enter.]
Attach any pertinent project history documentation
4b2. Is any portion of the work already complete? *
❑ Yes ❑x No
If yes, describe the completed work.
Click to enter text.
4c. List of other certifications or approvals/denials received from other federal, state or local agencies for work
described in this application not related to the 404 or 401.
Click to enter text.
4d. Attach an 8'/z x 11" excerpt from the most recent version of the USGS topographic map indicating the location of
the project site.
4e. Attach an 8'/z x 11" excerpt from the most recent version of the published County NRCS Soil Survey map
depicting the project site.
4f. List the total estimated acreage of all existing wetlands on the
0.017 acres
property:
4g. List the total estimated linear feet of all existing streams (intermittent
1,971 linear feet
and perennial) on the property:
4g1. List the total estimated acreage of all existing open waters on the
0 acres
property:
4h. Explain the purpose of the proposed project:
The purpose of the proposed project is to establish an information technology training and certification center to
be accessed via Sportsmanship Way and North Main Street in Holly Springs, Wake County, North Carolina.
Page 8 of 22 PCN Form Version 4.3- December 4, 2023

4i. Describe the overall project in detail, including the type of equipment to be used: *
The proposed project involves the construction of a primary driveway located off Sportsmanship Way and a
secondary driveway located off North Main Street to provide site access to the proposed IT training and
certification center facility. The use of two driveways associated with the site supports efficient ingress and
egress as well as emergency access. The proposed primary driveway (Impact Map A, Sheet E2) will cross a
perennial tributary to Little Branch (Class C) and an existing utility corridor. Impacts associated with the driveway
crossing involve the installation of a 72-inch RCP culvert, which will impact approximately 126 LF of perennial
stream (Impact S1). The crossing also involves the installation of a 21 LF dissipator pad (Impact S4), 7 LF of
inlet realignment and protection (S9), and two temporary stream impacts on the upstream and downstream side
of the proposed culvert for the use of a pump around system during construction (Impacts S2, S3).
A pedestrian boardwalk that crosses the perennial stream on site to provide access to an existing greenway is
also proposed for the project (Impact Map B, Sheet E3). There are no stream impacts associated with this project
component since the boardwalk structure will span entirely from top -of -bank to top -of -bank and will not encroach
upon the stream's ordinary high-water mark.
The extension of an existing culvert that runs under North Main Street is proposed (Impact Map C, Sheet E4).
The culvert outlet extension will impact approximately 19 LF of perennial stream (Impact S7). The culvert
extension also involves the installation of a 20 LF dissipator pad (Impact S5) and 5 LF of temporary impact on
the downstream side of the culvert outlet for the use of a pump around system during construction (Impact S6).
Additional infrastructure necessary to support the proposed project includes roads, a sanitary sewer connection,
and stormwater control measures. Impact S8 (Impact Map C, Sheet E4) is a temporary intermittent stream
impact associated with accessing the stream buffer to conduct clearing activities during utility
installation/connection within an existing public utility easement. There are no stream impacts for utility
installation. The 1-foot-wide stream channel will be accessed during periods of low or no flow. Any temporary
impacts to the stream channel will be remediated and the stream channel will be returned to its original
morphology upon the completion of construction activities. There are no additional stream or wetland impacts
associated with site infrastructure or building construction.
The project is located within the Cape Fear River Basin. The Town of Holly Springs enforces a 30-foot buffer on
either side of perennial and intermittent streams for the Cape Fear River Basin. Impacts to stream buffers will
require approval from the Town of Holly Springs prior to project construction.
Equipment typical for construction and earth moving will be utilized to construct the proposed project. A pump
around system will be utilized to separate the flowing stream from the construction area.
4j. Attach project drawings/site diagrams/depictions of impact areas for the proposed project.
4k. Will this activity involve dredging in wetlands or waters? *
❑ Yes ❑x No
If yes, describe the type of dredging, the composition of the dredged material, and the locations of disposal area.
Click to enter text.
Page 9 of 22 PCN Form Version 4.3- December 4, 2023

5.
Jurisdictional Determinations
5a.
Have the wetlands or streams been delineated on the property or in
® Yes ❑ No ❑ Unknown
proposed impact areas?
Comments:
Please reference comments in 5d. below.
5b.
If the Corps made a jurisdictional determination,
❑x Preliminary ❑ Approved ❑x Emailed concurrence
what type of determination was made? *
❑ Not Verified ❑ Unknown ❑ n/a
Corps AID number (ex. SAW-0000-00000):
SAW-2021-01687
Name (if known): Kelly Roth, Jennifer Burdette, Alec
5c.
If 5a is yes, who delineated the jurisdictional
Pierzga
areas?
Agency/Consultant Company: McAdams/NRC
Other: Click to enter.
5d.
List the dates of the Corps jurisdictional determination or State determination if a determination was made by
either agency.
An Approved Jurisdictional Determination request was initially submitted for the project parcel on May 28, 2021.
Lyle Phillips of the USACE conducted a site visit on August 26, 2021, and issued an email of concurrence on
August 31, 2021, under the prior Navigable Waters Protection Rule (NWPR). NRC re-evaluated the project area
on October 30, 2023, and resubmitted a Preliminary Jurisdictional Determination request consistent with the final
2023 Rule on November 9, 2023. Lyle Phillips with the USACE conducted a field verification of the site on
February 7, 2024, and confirmed the features depicted on the attached Figure 4. Stream determinations were
verified by Andy Kiley of NC DWR on June 30, 2021.
5d1. Attach jurisdictional determinations.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑x No
6b. If yes, explain.
Click to enter.
Are any other NWP(s), regional general permit(s), or individual permit(s) used, or intended to be used, to
authorize any part of the proposed project or related activity? This includes other separate and distant crossings
for linear projects that require Department of the Army authorization but don't require pre -construction
notification.
No.
7. Addresses of adjoining property owners, lessees, etc. whose property adjoins the waterbody (if more than can be
entered here, please attach a supplemental list)
Click to enter.
8. Scheduling of activity:
Project construction will commence upon the issuance of 404/401 approvals, an approved sediment and erosion
control plan, stormwater management plan, and buffer authorization from the Town of Holly Springs.
Page 10 of 22 PCN Form Version 4.3- December 4, 2023

D. Proposed Impacts Inventory
Impacts Summary
❑ Wetlands ❑x Streams - tributaries
la. Where are the impacts associated with your project ❑ Buffers ❑ Open Waters
(check all that apply):
❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, complete this table for each wetland area impacted.
2a.
Site #*
2a1.
Impact
Reason/Type*
2b.
Impact
Duration*
2c.
Wetland Type*
2d.
Wetland Name*
2e.
Forested
?*
2f.
Jurisdiction
Type*
2g.
Impact Area
(ac)*
W1
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W2
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W3
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W4
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W5
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W6
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W7
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W8
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W9
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W10
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W11
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W12
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W13
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W14
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
W15
Choose one
Temp/ Perm
Choose one
Click to enter
Y/N
Choose one
Click to enter
2g1. Total temporary wetland impacts
0 ac
2g2. Total permanent wetland impacts
0 ac
2g3. Total wetland impacts
0 ac
2h. Type(s) of material being discharged and the amount of each type in cubic yards:
Click to enter text.
2i. Comments:
Click to enter text.
Page 11 of 22 PCN Form Version 4.3- December 4, 2023

3.
Stream Impacts
If there are perennial or intermittent stream/ tributary impacts
(including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated
local government
3a
3b.
3c.
3d.
3e.
3f.
3g.
3h.
Site #*
Impact Reason*
Impact
Impact Type*
Stream Name*
Stream
Jurisdiction
Stream
Impact
Duration*
Type*
Type*
Width (avg
length
ft) *
(linear ft)
S1
Culvert
Permanent
Crossing/
S-B (UT Little
Perennial
Both
5
126
Culvert
Branch)
S2
Pump Around
Temporary
Dewatering
S-B (UT Little
Perennial
Both
7
8
Branch)
S3
Pump Around
Temporary
Dewatering
S-B (UT Little
Perennial
Both
7
8
Branch)
S4
Riprap Dissipator
Permanent
Fill (Incl.
S-B (UT Little
Perennial
Both
7
21
Pad
Riprap)
Branch)
S5
Riprap Dissipator
Permanent
Fill (Incl.
S-B (UT Little
Perennial
Both
6
20
Pad
Riprap)
Branch)
S6
Pump Around
Temporary
Dewatering
S-B (UT Little
Perennial
Both
6
5
Branch)
S7
Culvert
Permanent
Crossing/
S-B (UT Little
Perennial
Both
11
19
Culvert
Branch)
S8
Access
Temporary
Other
S-G (UT Little
Intermittent
Both
1
8
Branch)
S9
Realignment/Riprap
Permanent
Realignment
S-B (UT Little
Perennial
Both
6193
7
Stabilization
(Incl. Riprap)
Branch)
3i1. Total jurisdictional ditch
0 linear ft
impact:
3i2. Total permanent stream
193 linear ft
impacts:
M. Total temporary stream
29 linear ft
impacts:
34. Total stream and ditch
222 linear ft
impacts:
3j.
Comments:
Permanent stream loss associated with the project totals 145
LF (0.018 AC/778 SF).
Page 12 of 22 PCN Form Version 4.3- December 4, 2023

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., individually list all open water impacts in the table below.
4a.
Site #*
4a1.
Impact Reason
4b.
Impact
Duration*
4c.
Waterbody Name*
4d.
Activity Type*
4e.
Waterbody
Type*
4f.
Impact area
(ac)*
01
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
02
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
03
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
04
Click to enter.
Temp/ Perm
Click to enter.
Choose one
Choose one
Click to enter.
05
Click to enter.
Temp/ Perm
Click to enter.
Choose one
I Choose one
Click to enter.
4g.
Total temporary open water impacts
Click to enter. ac
4g.
Total permanent open water impacts
Click to enter. ac
4g.
Total open water impacts
Click to enter. ac
4h.
Comments:
Click to enter.
5.
Pond or Lake Construction
If pond or lake construction is proposed, complete
the table below. (*This
does NOT include offline stormwater
management ponds.)
5a.
5b.
5c.
5d.
5e.
Pond ID
Proposed use or
Wetland Impacts (ac)
Stream
Impacts (ft)
Upland
#
purpose of pond
Impacts (ac)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
Click to
Click to
Click to
Click to
Click to
Click to
Click to
enter.
enter.
enter.
enter.
enter.
enter.
enter.
P2
Choose one
Click to
Click to
Click to
Click to
Click to
Click to
Click to
enter.
enter.
enter.
enter.
enter.
enter.
enter.
P3
Choose one
Click to
Click to
Click to
Click to
Click to
Click to
Click to
enter.
enter.
enter.
enter.
enter.
enter.
enter.
5f.
Total
Click to
Click to
Click to
Click to
Click to
Click to
Click to
enter.
enter.
enter.
enter.
enter.
enter.
enter.
5g.
Comments:
Click to enter.
5h.
Is a dam high hazard permit required?
❑ Yes ❑ No
If yes, permit ID no.:
Click to enter.
5i.
Expected pond surface area (acres):
Click to enter.
5j.
Size of pond watershed (acres):
Click to enter.
5k.
Method of construction:
Click to enter.
Page 13 of 22 PCN Form Version 4.3- December 4, 2023

6. Buffer Impacts (DWR requirement)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts.
6a. Project is in which protected basin(s)9
* (Check all that apply.)
❑ Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek ❑ Randleman
❑ Other: Click to enter.
Site #*
6b.
Impact Type*
6c.
Impact Duration*
6d.
Stream Name*
6e.
Buffer
Mitigation
Required?*
6f.
Zone 1 Impact*
(sq ft)
6g.
Zone 2 Impact*
(sq ft)
131
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
132
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
133
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B4
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
135
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B6
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
137
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
138
Choose one
Temp/ Perrr
Click to enter.
Y/N
Click to enter.
Click to enter.
B9
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B10
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B11
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B12
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B13
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B14
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B15
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B16
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B17
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B18
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B19
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
B20
Choose one
Temp/ Perm
Click to enter.
Y/N
Click to enter.
Click to enter.
6h. Total temporary impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6h. Total permanent impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6h. Total combined buffer impacts:
Zone 1: Click to enter. sq ft
Zone 2: Click to enter. sq ft
6i. Comments:
Click to enter.
Please attach supporting documentation (impact maps, plan sheets, etc.) for the proposed project.
Page 14 of 22 PCN Form Version 4.3- December 4, 2023

E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts through project design:
The applicant obtained a delineation of surface waters and wetlands of the study area before planning the
project to avoid and minimize impacts to aquatic resources to the maximum extent practicable.
Permanent impacts to wetlands on the site have been avoided. The stream along the southern boundary
separates the site from Sportsmanship Way making the stream impacts shown in Impact A Map unavoidable.
Retaining walls were utilized to minimize the impact. To protect streambanks at the culvert inlet, a short segment
of the stream will be realigned and stabilized with riprap to better align with the culvert inlet. The stream impacts
shown in Impact C Map to provide a turn lane in the second entrance are unavoidable due to the existing
crossing of N Main Street.
1 b. Specifically describe measures taken to avoid or minimize proposed impacts through construction techniques:
A sediment and Erosion Control Plan for the project will be planned and approved by the Town of Holly Springs
prior to site construction, and the project will comply with the supplementary NPDES Construction Stormwater
Permit (NCG010000). The project will adhere to the approved Sediment and Erosion Control Plan and the use
of Best Management Practices to ensure that there are no impacts to downstream water quality as a result of the
project.
Culverts associated with Impact S1 and Impact S7 are designed to be buried 1-foot and centered on the stream
channel to provide aquatic life passage and to maintain the natural dimension, pattern, and profile of the stream.
A pump around system will be utilized to separate the construction area from the flowing stream. Construction
impacts will be minimized by limiting in -channel work to low -flow conditions and working from high-
ground/streambanks.
2. Compensatory Mitigation for Impacts to Waters of the U.S., Waters of the State, or Riparian Buffers
2a. If compensatory mitigation is required, by whom is it required? * ❑ DWR ❑ Corps
(check all that apply)
2b. If yes, which mitigation option(s) will be used for this ❑ Mitigation Bank
project? * (check all that apply) ❑ In Lieu Fee Program
❑ Permittee Responsible Mitigation
3. Complete if using a Mitigation Bank
(Must satisfy NC General Statute143-214.11 (d1).)
3a. Name of mitigation bank:
Click to enter.
3b. Credits purchased/requested:
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Type: Choose one
Quantity Click to enter.
Attach receipt and/or approval letter.
3c. Comments:
Click to enter.
Page 15 of 22 PCN Form Version 4.3- December 4, 2023

4. Complete if Using an In Lieu Fee Program
4a. Attach approval letter from in lieu fee program.
4b. Stream mitigation requested:
Click to enter. linear feet
4c. If using stream mitigation, what is the stream temperature:
Choose one
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington
District's RIBITS website: (Please use the filter and select Wilmington district)
https://ribits.usace.army.miI/ribits apex/f?p=107:27:2734709611497::NO:RP:P27 BUTTON KEY:O
4d. Buffer mitigation requested (DWR only):
Click to enter. square feet
4e. Riparian wetland mitigation requested:
Click to enter. acres
4f. Non -riparian wetland mitigation requested:
Click to enter. acres
4g. Coastal (tidal) wetland mitigation requested:
Click to enter. acres
4h. Comments:
Click to enter.
5. Complete if Providing a Permittee Responsible Mitigation Plan
5a. If proposing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
including mitigation credits generated.
Click to enter.
5b. Attach mitigation plan/documentation.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — DWR requirement
6a.
Will the project result in an impact within a protected riparian buffer
❑ Yes ❑x No
that requires buffer mitigation?
If yes, please complete this entire section — please contact DWR for more information.
6b.
If yes, identify the square feet of impact to each zone of the riparian buffer that requires
mitigation. Calculate the
amount of mitigation required in the table below.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Click to enter.
Click to enter.
Choose one
Click to enter.
Zone 2
Click to enter.
Click to enter.
Choose one
Click to enter.
6f. Total buffer mitigation required
Click to enter.
6g.
If buffer mitigation is required, is payment to a mitigation bank or
❑ Yes ❑ No
NC Division of Mitigation Services proposed?
6h.
If yes, attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
6i.
Comments:
Click to enter.
Page 16 of 22 PCN Form Version 4.3- December 4, 2023

F. Stormwater Management and Diffuse Flow Plan (DWR requirement)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers
❑ Yes ❑x No
identified within one of the NC Riparian Buffer Protection Rules?
1 b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the
project is subject to a state implemented riparian buffer protection program, include a plan that fully documents
how diffuse/dispersed flow will be maintained.
All Stormwater Control Measures (SCM) must be designed in accordance with the NC Stormwater Design
Manual (https://deg.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-
guidance/stormwater-bmp-manual).
Associated supplement forms and other documentation must be provided.
❑ Level Spreader
What Type of SCM are you
❑ Vegetated Conveyance (lower seasonal high water table- SHWT)
providing?
❑ Wetland Swale (higher SHWT)
(Check all that apply)
❑ Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flow through the
buffer
For a list of options to meet the diffuse flow requirements, click here.
Attach diffuse flow documentation.
2.
Stormwater Management Plan
2a.
Is this an NCDOT project subject to compliance with NCDOT's
Individual NPDES permit NCS000250? *
El Yes No
2b.
Does this project meet the requirements for low density projects as
defined in 15A NCAC 02H .1003(2)? *
El Yes ❑x No
To look up low density requirements, click here:
http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20guality/chapter%2002%20-
%20environmental%20management/subchapter%20h/15a%20ncac%2002h%20.1003.pdf
2c.
Does this project have a stormwater management plan (SMP)
❑x Yes ❑ No
reviewed and approved under a state stormwater program or state -
approved local government stormwater program? *
❑ n/a — project disturbs < 1 acre
Note: Projects that have vested rights, exemptions, or grandfathering from state or locally implemented
stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of
community in -lieu programs should answer "no" to this question.
2d.
Which of the following stormwater management program(s) apply?
❑x Local Government
(Check all that apply.)*
❑ State
If you have local government approval, please include the SMP on their overall impact map.
Local Government Stormwater Programs *
❑x Phase II ❑ USMP
❑ NSW ❑ Water Supply
Page 17 of 22 PCN Form Version 4.3- December 4, 2023

Please identify which local government stormwater program you are using.
Town of Holly Springs - Stormwater Management Program
State Stormwater Programs * ❑ Phase II ❑ HQW or ORW
❑ Coastal Counties ❑ Other
Comments:
A stormwater management plan has been submitted to the Town and is currently under review.
Page 18 of 22 PCN Form Version 4.3- December 4, 2023

G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local)
❑ Yes ❑x No
funds or the 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 (North Carolina) Environmental
El Yes El No
Policy Act (NEPA/SEPA)? *
1c. 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
❑ Yes ❑ No
NEPA or SEPA final approval letter.)
Comments:
Click to enter.
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),
Federally Non -Jurisdictional Wetlands /Classified Surface Waters
❑ Yes ❑x No
(15A NCAC 2H. 1400) DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. If you answered "yes" to the above question, provide an explanation of the violation(s):
Click to enter.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future
impacts) result in additional development, which could impact nearby
❑ Yes ❑x No
downstream water quality? *
3b. If you answered "no", provide a short narrative description:
NPDES Phase II Stormwater rules will be implemented for the project. It is not anticipated that the proposed
project will result in additional development that could impact nearby downstream water quality.
3c. If yes, provide a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWR
policy. (Attach .pdf)
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? * 1 ® Yes ❑ No ❑ N/A
4b. If yes, 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.
Wastewater generated from the project will be discharged to the existing sanitary sewer system.
Page 19 of 22 PCN Form Version 4.3- December 4, 2023

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected
® Yes ❑ No
species or habitat? (IPAC weblink: https://www.fws.gov/ipac/ ffws.govl)
5b. Have you checked with the USFWS concerning Endangered Species
® Yes ❑ No
Act impacts? *
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another federal agency involved? *
❑ Yes ❑x No ❑ Unknown
If yes, which federal agency?
Click to enter.
5e. Is this a DOT project located within Divisions 1-8? *
❑ Yes ❑x No
5f. Will you cut any trees in order to conduct the work in waters of the
U.S.? *
®Yes El No
5g. Does this project involve bridge maintenance or removal? *
❑ Yes ❑x No
5g1. If yes, have you inspected the bridge for signs of bat use such as
staining, guano, bats, etc.? Representative photos of signs of bat use
❑ Yes ❑ No
can be found in the NLEB SLOPES, Appendix F, pages 3-7.
Representative photos of signs of bat use can be found in the NLEB SLOPES, Appendix F, pages 3-7. Link to
NLEB SLOPES document: http://saw-reg.usace.armV.mil/NLEB/1-30-17-signed NLEB-SLOPES&apps.pdf
If you answered yes to 5g1, did you discover any signs of bat use? *
❑ Yes ❑ No ❑ Unknown
If yes, please show the location of the bridge on the permit drawings/ project plans
5h. Does this project involve the construction/ installation of a wind
turbine(s)? *
❑ Yes ❑x No
If yes, please show the location of the wind turbine(s) on the permit drawings/ project plans (attach .pdf)
5i. Does this project involve blasting and /or other percussive activities
that will be conducted by machines, such as jackhammers,
❑Yes ❑x No
mechanized pile drivers, etc.? *
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this
activity on the property (attach .pdf)
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated
Critical Habitat? *
On November 8, 2023, a protected species assessment was submitted to the Raleigh Office of the USFWS
including an official species list generated by the USFWS IPaC website and a NCNHP report for the project area.
A self -certification letter, species conclusion table, and email submittal are attached. No further communication
has been received at the time of this application.
Attach consultation documentation.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as
an Essential Fish Habitat? *
El Yes No
Is there submerged aquatic vegetation (SAV) around
the project vicinity? *
El Yes No El Unknown
Page 20 of 22 PCN Form Version 4.3- December 4, 2023

Will this project affect submerged aquatic vegetation? * 1 ❑ Yes ❑x No ❑ Unknown
Explain: Click to enter.
6b. What data source(s) did you use to determine whether your site would impact Essential Fish Habitat? *
The NOAA Essential Fish Habitat (EFH) Mapper (http://habitat.noaa.gov/protection/efh/efhmapper/) was
accessed on February 8, 2023.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data):
http://qis.ncdcr.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural
preservation status (e.g., National Historic Trust designation or
❑ Yes ❑x No
properties significant in North Carolina history and archaeology)?
7b. What data source(s) did you use to determine whether your site would impact historic or archeological
resources? *
Please refer to the attached letter submitted to the State Historic Preservation Office on October 31, 2023. No
further communication has been received at the time of this application.
7c. Attach historic or prehistoric documentation.
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
❑ Yes ❑x No
8b. If yes, explain how the project meets FEMA requirements.
UhcK to enter.
8c. What source(s) did you use to make the floodplain determination?
FEMA Map Service Center; FIRM map number 3720064900K, panel 0649, effective 7/19/2022.
H. Miscellaneous
Comments:
Permanent stream loss associated with the project totals 145 LF (0.0018 AC/778 SF), which is below the
threshold (0.02 AC/871 SF) required for mitigation.
The project is located within the Cape Fear River Basin. The Town of Holly Springs enforces a 30-foot buffer on
either side of perennial and intermittent streams for the Cape Fear River Basin. Impacts to stream buffers will
require approval from the Town of Holly Springs prior to project construction.
Attach pertinent documentation or attachments not previously requested
Page 21 of 22 PCN Form Version 4.3- December 4, 2023

I. Signature *
❑x By checking the box and signing below, I, as the project proponent, certify to the following:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete, to
the best of my knowledge and belief;
• 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;
• The project proponent hereby agrees 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");
• The project proponent hereby agrees to conduct this transaction by electronic means pursuant to Chapter 66,
Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• The project proponent hereby understands that an electronic signature has the same legal effect and can be
enforced in the same way as a written signature; AND
• As the project proponent, I intend to electronically sign and submit the PCN/online form.
Full Name: * Jennifer Burdette
Signature:
Date: * 211 512L024
Revised 5/10/2024
Page 22 of 22 PCN Form Version 4.3- December 4, 2023

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0 660 1,320
FIGURE 2B. BUFFER SUBJECTIVITY SOIL SURVEY Feet
TING PARK COMMERCIAL TRACT 1 inch =1,320 feet
Natural Resoul. HOLLY SPRINGS, WAKE COUNTY, NC VERSION: 1
DATE: 4/8/2024
Consultants JOB NO: 21055
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The John R. McAdams Company, Inc.
"
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
MCADAMS
www.mcadamsco.com
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO.
CAP-22003 & 2020110368
FILENAME
2021110279-E2
CHECKED BY
ACP
DRAWN BY
CAW
SCALE
1"=100'
DATE
05.03.2024

S9 — PERMANENT STREAM IMPACT
STREAM REALIGNMENT / RIP RAP
(NO STREAM LOSS) u /
7 LF (0.001 AC./44 SF)
LIMITS OF � �
� DISTURBANCE
EXISTING WETLAND i
LOCAL 500 �EAR / �s
j FLOODPLAIN �
I ss —� ss —� ss s /
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I S3 — TEMPORARY STREAM IMPACT
I 8 LF (0.001 AC./53 SF)
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,
S1 — PERMANENT STREAM
IMPACT CULVERT 126 LF
(0.013 AC./576 SF)
�
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LOCAL 100 YEAR -
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TOTAL = 6,196 SF
ETAINIX�G
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STREAM BUF R
PERMANENT STREAM IMPACT GRAPHIC SCALE
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PERMANENT STREAM IMPACT
RIP —RAP /STREAM REALIGNMENT
(NO STREAM LOSS)
34 LF (0.005 AC./213 SF)
TEMPORARY STREAM IMPACT
16 LF (0.002 AC./104 SF)
IMPACT "A" MAP -SHEET E2
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
Chris Waite
tA
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO.
cAr-zzoos&zozoiioses
FILENAME
2021110279-E2
CHECKED BY
ACP
DRAWN BY
CAW
SCALE
1"=40'
DATE
05.07.2024

I
--
Ii
--- 2
—6 = PROPOSED BOARDWALK
TO CROSS STREAM AND
I \ -STREAM BUFFER(TYP.)
— \ (NO STREAM IMPACT)
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TOTAL = 2,595 SIF
EXISTING GREENWAY
LOCAL 500 YEAR 30' CAPE FEAR /
FLOODPLAIN STREAM BUFFER
�•'
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LOCAL 100 YEAR \ ��� E�(\STv V �i
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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
N
The John R. McAdams Company, Inc.
"
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
WADAMS
....mcadamsco.com
IMPACT "B" MAP - SHEET E3
7:46:24 AM, Chris Waite
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO.
CAP-22003 & 2020110368
FILENAME
2021110279-E2
CHECKED BY
ACP
DRAWN BY
CAW
SCALE
1"=40'
DATE
05.07.2024

1AK \ ` 1
/ FLOOD �IN
\
PERMANENT STREAM IMPACT
(CULVERT / FILL)
19 LF (0.005 AC./202 SF)
PERMANENT STREAM IMPACT
006—W77 RIP —RAP (NO STREAM LOSS)
20 LF (0.003 AC./112 SF)
MCADAMS
TEMPORARY STREAM IMPACT
13 LF (0.001 AC./37.5 SF)
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
\`STREAM ,BUFFER IMPACT
TOTAL = 1,451 SF
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GRAPHIC SCALE
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IMPACT "C" MAP - SHEET E4
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO.
CAP-22003 & 2020110368
FILENAME
2021110279-E2
CHECKED BY
ACP
DRAWN BY
CAW
SCALE
1"=40'
DATE
05.07.2024

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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
340 340
TING
EAM
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0+00 0+50
STREAM CROSS SECTION - SHEET E5
M:\Projects\CAP\CAP22003\04-Production\En ineerin \Exhibits\Im act Ma s\CAP22003-E2.dw , 5/3/2024 11:07:06 AM, Chris Waite
EXISTING
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
STR
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO. CAP-22003 & 2020110368
FILENAME 2021110279-E2
CHECKED BY ACP
DRAWN BY CAW
SCALE 1"=40'
DATE 05.03.2024

DETAILED CULVERT INSTALLATION NOTES / SEQUENCE
1. CONTRACTOR TO ATTEMPT TO SCHEDULE WORK DURING FORECASTED/EXTENDED DRY PERIOD.
2. PRIOR TO INSTALLING CULVERT INSTALLATION SEDIMENT AND EROSION CONTROL DEVICES,
CONTRACTOR TO IDENTIFY PERMIT CONDITIONS AND IMPACT AREA LIMITS. CONTRACTOR TO INSTALL
WATERSHED FENCING TO DELINEATE APPROVED WORKING LIMITS AND ISOLATE THE WORK AREA FROM
THE JURISDICTIONAL AREAS (WETLAND, RIPARIAN BUFFERS). CONTRACTOR TO CONTACT THE
PROJECT ENGINEER FOR INFORMATION ON PERMIT DRAWINGS OR JURISDICTIONAL AREAS.
3. INSTALL TEMPORARY SILT FENCE AND UPSTREAM DIVERSION / CLEAN WATER DITCHES TO TREAT
RUNOFF FROM ENTERING THE WORK AREA. INSTALL TEMPORARY ROCK SILT CHECK TYPE "A" OR
TEMPORARY SEDIMENT DAM TYPE "B" AS NEEDED IN DITCH LINES TO CONTAIN SEDIMENT PRIOR TO
DISCHARGE INTO THE WATERCOURSE. CONTRACTOR TO NOT INSTALL TEMPORARY ROCK SILT CHECK
SEDIMENT DAM IN STREAM CHANNEL ITSELF.
4. INSTALL FLOW DIVERSION TO ISOLATE THE WORK AREA BY MEANS OF BYPASS PUMPING AND/OR A
PIPED DIVERSION TO COMPLETE THE WORK.
5. INSTALL IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM FROM THE WORK AREA TO TEMPORARILY
DEWATER THE STREAM CHANNEL. TO KEEP THE WORK AREA DRY, INSTALL APPROVED DEWATERING
DEVICES SUCH AS SILT BAGS TO MANAGE WATER FROM THE WORK AREA PRIOR TO DISCHARGE BACK
INTO STREAM; ALL WATER COLLECTED WITHIN THE WORK AREA MUST BE PUMPED TO DEWATERING
DEVICES. CONTRACTOR TO MINIMIZE THE EXTENT OF THE AREA TO BE DEWATERED AND THE LENGTH
OF TIME THE SITE IS DEWATERED.
6. CONTRACTOR MUST INSTALL GEOTEXTILE FABRIC BENEATH ALL TEMPORARY IN -STREAM STRUCTURES
(DYKES, CROSSINGS, ETS.), AND REMOVED IN THEIR ENTIRETY IMMEDIATELY UPON COMPLETION OF IN -
STREAM WORK.
7. EXCAVATE AS NEEDED TO INSTALL CULVERT. MATERIAL FROM EXCAVATION TO BE TEMPORARILY
STOCKPILED OUTSIDE OF BUFFER LIMITS WITH PERIMETER EROSION CONTROL MEASURES.
8. INSTALL THE PIPE/CULVERT PER THE PLANS, LOCAL JURISDICTIONAL STANDARDS AND
SPECIFICATIONS, AND ANY SPECIFIED PERMIT CONDITIONS. CONTRACTOR TO ENSURE THAT STREAM
PATTERN, DIMENSION AND PROFILE SHALL BE MAINTAINED BY PIPE/CULVERT INSTALLATION IF
POSSIBLE. FOUNDATION MATERIAL SHALL BE CONFINED TO THE PIPE AND DISSIPATION AREA AND
SHALL NOT BE PLACED IN THE EXISTING STREAM CHANNEL OUTSIDE OF THE PERMITTED AREA.
EXCAVATION OF STREAM CHANNEL SHALL NOT EXCEED 5 FEET ON EITHER END OF THE NEW
PIPE/CULVERT, UNLESS THE STREAM IS BEING RELOCATED, OR IF INDICATED IN THE PERMIT.
CONTRACTOR TO ENSURE THAT ALL WORK FALLS WITHIN THE THRESHOLD OF THE RIPARIAN BUFFER
RULE OR OTHER RULE. NO LIVE OR FRESH CONCRETE SHALL COME INTO CONTACT WITH
JURISDICTIONAL WATERS UNTIL THE CONCRETE HAS CURED.
INSTALL THE RIPRAP OUTLET PROTECTION WHERE INDICATED ON THE PLANS. CONTRACTOR TO NOT
EXCEED APPROVED LIMITS IN THE PERMIT. CONTRACTOR TO CONTACT THE PROJECT ENGINEER IF THE
PERMIT OR PERMIT DRAWINGS ARE NOT CLEAR. PLACEMENT OF RIPRAP WITHIN JURISDICTIONAL
WATERS MUST BE THE MINIMUM NECESSARY TO PROTECT OR ENSURE THE SAFETY OF THE SLOPES.
COUNTERSINK OUTLET PROTECTION AT LEAST ONE FOOT BELOW THE AVERAGE STREAM BED
ELEVATION. RIPRAP SHALL CONSIST OF CLEAN ROCK OR MASONRY MATERIAL FREE OF DEBRIS OR
POLLUTANTS.
10. REALIGN STREAM WITHIN APPROVED PERMIT IMPACT LIMITS. CONTRACTOR TO MINIMIZE SHARP OR
ACUTE ANGLES IN STREAM ALIGNMENT WHEREVER POSSIBLE. STREAM CHANNEL PATTERN, DIMENSION
AND PROFILE SHOULD BE MAINTAINED SIMILAR TO THE UPSTREAM AND DOWNSTREAM STREAM REACH.
BIOENGINEERING TECHNIQUES MAY BE USED TO STABILIZE STREAMBANKS WHERE FEASIBLE.
11. REMOVE TEMPORARY FLOW DIVERSION AND/OR DEWATERING DEVICES AND ACCUMULATED SEDIMENT
BEFORE ALLOWING STREAM FLOW TO RESUME THROUGH THE NEW CULVERT. COMPLETELY REMOVE
THE IMPERVIOUS DIKE FROM THE EXISTING STREAM AND RESTORED THE AFFECTED AREAS TO THE

DETAILED CULVERT INSTALLATION NOTES / SEQUENCE
PRE -PROJECT CONDITIONS. CARE SHOULD BE TAKEN TO NOT DISTURB OR DESTABILIZE THE
UNDISTURBED STREAMBED DURING REMOVAL OF TEMPORARY DEVICES.
12. CONTRACTOR TO MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL
GROUNDCOVER OR VEGETATION IS WELL ESTABLISHED.
13. UPON ESTABLISHMENT OF VEGETATION, REMOVE ANY REMAINING EROSION AND SEDIMENTATION
CONTROL BMPS AND STABILIZE REMAINING DISTURBED AREAS. ALL TEMPORARILY DISTURBED AREAS
WITHIN JURISDICTIONAL WATERS AND WETLANDS SHALL BE RESTORED TO THE PRE -PROJECT
CONDITIONS AND PLANTED WITH APPROPRIATE PLANT SPECIES.

/
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STREAM B UFFE� I \
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PUMP
30' CAPE FEAR
STREAM BUFFER DEWATERING / \
McADAMs
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
CULVERT INSTALLATION - PIPED DIVERSION
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
TING PARK COMMERCIAL TRACT &
SPORTSMANSHIP CROSSING
WETLAND/STREAM IMPACT EXHIBIT
1317 N MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
PLAN INFORMATION
PROJECT NO. CAP-22003 & 2020110368
FILENAME 2021110279-E2
CHECKED BY ACP
DRAWN BY CAW
SCALE 1"=40'
DATE 05.07.2024

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North Carolina Department of Transportation BMPs for Construction and Maintenance Activities
August2003 Page70

_Z_ Town of Holly Springs
Development Services
ow 7
j P.O. Box 8 1 128 S. Main St.
p 1, Holly Springs, NC 27540
�� 1p [phone]
e 0,� [e-mail]
North www.hollyspringsnc.gov
March 05, 2024
Review Corrections Notice
Application #: PRCDC202303453
Application Type: Civil Construction Drawings - Non-Residential/Sites
Project Name: 1317 N Main I Ting Park Commercial Tract & Sportsmanship Crossing
The construction of one retail building, MF garden style apartments, offsite improvements, and necessary infrastructure for
the proposed buildings.
Submittal #: 2
Follow these guidelines for a quicker review process. Files that are submitted incorrectly may result in extended
review times.
• Provide written responses to ALL comments/corrections.
• Re -submit full sets of revised plans for each submittal type to the portal as a NEW VERSION. Do not re -submit
individual sheets.
• Files must be flattened pdf documents without layers or electronic signatures.
• For resubmittal instructions, click on this link: Resubmiffal Instructions
Erosion Control Review (Reviewed By: Julie Turner); [e-mail]
26.) C6.00: Call out skimmer sizing for all skimmers.
27.) C6.00 NCDOT temporary driveway permit is needed.
28.) C6.00 Staff has concerns about the feasibility of a clean water diversion that bisects the site during
active construction not causing sedimentation of the stream. Please remove and revise.
29.) C6.00 Per EDCS Section 4.03N: Slope drains must be designed to carry the peak runoff from a 10-year
storm. The drainage area to any single slope drain must not exceed 1 acre. Use Table 4.2 to size the slope
drains.
Call out each slope drain size and drainage area size on the plan sheets.
Call out slope drains. Indicate size and quantity.
30.) C6.05: Include SB-2 in this table.
31.) C6.00 Provide a construction sequence specific to each phase of erosion control on respective plan
sheets that include the timing of installation of each measure. Include all measures installed specific to each
phase and in what order they are to be installed. Be sure to include stream crossing, ditch stabilization, and
installation of storm in relation to retaining walls.
32.) C6.05: Show the double row of silt fence around stockpiles on the plan sheets.
33.) C6.05 SB-2 Has been left out of the sequence. Please include all measures.
34.) C6.00 Show pipe, provide size and material.
35.) C6.00 Show Emergency Spillway and indicate it is hardened.
36.) C6.00 Indicate liner type for all TDD.
37.) C6.00 Show energy dissipators and provide dimensions.
38.) C6.00 Show Baffles.
39.) C6.00 Show Baffles.
40.) C6.01: Skimmer sizing is not provided on sheet C6.00. Please provide.
Page 1 of 4

Town of Holly Springs
Development Services
P.O. Box 8 1 128 S. Main St.
Holly Springs, NC 27540
[phone]
[e-mail]
www.hollyspringsnc.gov
41.) C6.00 What does this line indicate?
42.) C6.00 Silt fence must be outside of the stream and buffers.
43.) C6.02: Diversion is shown going through silt fence.
44.) C6.02 Call out and specify slope stabilization on all slopes.
Planninq Review (Reviewed By: Brett Gosney); [e-mail]
3.) Miscellaneous Corrections - As previously discussed at the meeting in January, please show a temporary
open space area near the SCM. It appears that there is an area notched out for it but the plans to not state
what this area is. Please have the plans state that this is an open space. Additionally, please show that there
is a bench or picnic table in this area.
4.) Miscellaneous Corrections - Additionally, as discussed during the January Meeting, please show that the
area where the SCM is currently shown could potentially in the future be the location for a hotel. This was
shown on previous plans and would like to leave the option open for the future.
Environmental Review (Reviewed By: Julie Turner); iulie.turner(LDhollyspringsnc.gov
1.) C6.00 Indicate 100yr and 500yr floodplain on all sheets.
2nd Review Update: Comment remains outstanding pending approval of Flood Study.
2.) C6.00 Label natural watercourses, riparian buffers, wetlands and floodplains on all sheets
2nd Review Update: Comment remains outstanding pending approval of Flood Study.
3.) Provide 401 / 404 Permits, Final PCN & Supporting Documentation. All federal and state permits required
for impacts to lakes and natural watercourses, riparian buffers, wetlands and floodplain must be provided to
the town prior to plan approval and issuance of the land disturbance permit.
2nd Review Update: All federal and state permits required for impacts to lakes and natural watercourses,
riparian buffers, wetlands and floodplain must be provided to the town prior to plan approval and issuance of
the land disturbance permit.
5.) Provide O&M agreement. There is an updated version called "Sample O&M form 16024" on the TOHS
website, please provide the new version and record O&M prior to CD approval.
2nd Review Update: CD approval pending recordation. Please provide Book and Page Number.
8.) C3.00: The Town wants existing pond overly shown on all sheets to evaluate impacts.
9.) C6.00 What is the length of the existing 24" RCP Culvert? Please understand that there may be
environmental permits needed before crossing the stream and buffers.
10.) Provide Stormwater Design Executive Summary Form 16005
Stormwater Review (Reviewed By: Julie Turner); [e-mail]
14.) Is Stormwater Control Measure "D" intended to be temporary? Is there a permanent stormwater solution
such as the underground detention mentioned on sheet C6.05? There is an original plan for a hotel on Sheet
C0.00- Development Agreement. What is the plan for addressing the development agreement?
2nd Review Update: Add a descriptive note (i.e. SCM D is considered "temporary" but has the expectation
to be used as a permanent device for the foreseeable future. If/when the hotel becomes a reality, the pond
will be filled and stormwater treatment will be handled via an underground device south of the above
ground device. Additional site modifications will also be needed for a parking deck for the hotel.) be sure to
include an outline of the future measure on the plan sheet.
15.) Combine Storm Drainage Report, Erosion Control Report, and SIA into one sealed package.
19.) Provide 100yr Analysis of all culverts per EDCS Table 8.06e.
2nd Review Update: Flood study is reviewed by others. Please provide in SIA.
20.) Provide backwater analysis for culverts.
Flood Studies are reviewed by other staff. Please provide the culvert backwater analysis for culverts within the
Page 2 of 4

_Z_ Town of Holly Springs
Development Services
ow 7
j P.O. Box 8 1 128 S. Main St.
p 1, Holly Springs, NC 27540
�� 1p [phone]
e 0,� [e-mail]
North www.hollyspringsnc.gov
Stormwater calculations package.
21.) Please indicate Hw/d value for culverts.
2nd Review Update: Flood studies are reviewed by other staff. Please provide Hw/d for the culverts within
the Stormwater calculations package.
22.) Provide Stormwater plan and profile sheets.
2nd Review Update: Thank you for providing SCM plan and profile sheets. Please provide plan and profile
sheets for the stormwater drainage system in the plan set.
23.) Comments are provided via mark ups on the plans further known as redline comments. Please provide a
response next to each comment as a markup. Title the document "Redline Responses" and resubmit through
the portal by selecting browse in the submittals part of CityView Portal. A clean pdf package is also required
by selecting "new version".
24.) C1.00: Is this Top elevation for SS4 the rim elevation for Ex. SSMH-04? If yes, please use the same
abbreviations to keep consistency throughout the plans.
25.) C6.05: Please remove reference to underground vaults if none are intended.
27.) C3.05: Verify depth
28.) C5.03 Provide Stormwater Plan and Profile Sheets.
29.) C 8.03 Remove detail if not a proposed measure.
30.) C9.1 1 Where? Specify Media.
31.) C9.30 Show anti -seep collar in the backl /3 of the dam.
32.) C9.31 Per EDCS 8.03: Stormwater wet pond shall utilize clay liner or documentation must be provided
that SHWT intersects water level at normal pool.
Utilities and Roadway Review (Reviewed By: Elliot Blonshine); [e-mail]
3.) List total lengths of proposed water lines, sewer lines, reclaimed lines, streets, fire lanes, sidewalks, buffers
and greenways (by sizes) for calculation of fees - on cover sheet.
2nd review update: Thank you for providing the quantity data block. Please include drive aisles that will be
designated as fire lanes as they will require proofroll inspection.
6.) All retaining wall locations must be shown on construction drawings. All retaining walls will require a
building permit from the Code Enforcement Dept. No portion of wall, geogrid or other
tiebacks/appurtenances are allowed inside right of ways and/or easements.
11.) Plat dedicating ROW and easements will be required prior to completion of construction, however, plats
dedicating any off -site easements must be provided before construction drawing approval
20.) Please provide Cardinal Pipeline encroachment agreement.
2nd Review update: Thanks for your response and working to obtain agreement. This comment will remain
until the agreement is shared with Town.
28.) 50' cross sections to scale for all roadways - cross sections to show ROW lines , centerline, existing cross
slopes, proposed widening, proposed cross slopes, existing ditches/ C&G, existing and proposed utilities
49.) C2.01 - Please verify labels
61.) C5.02 - please verify rim elevation meets pavement elevation.
68.) An NCDEQ-DWR Public Sanitary Sewer Permit will be required with this project. This permit must be
submitted via its own separate application on the CityView portal. Contact [e-mail] if
you have questions regarding this process.
111.) An NCDEQ-DWR Public Water Extension Permit will be required for this project. The permit must be
submitted via its own separate application on the CityView portal. Contact [e-mail] if
you have any questions regarding this process.
114.) C4.01 - wall still extends into easement. If this is a segmental wall, grid will also still extend into easement.
The wall and its appurtenances should not extend into easement, or encasement of the utility all the way up
Page 3 of 4

_Z_ Town of Holly Springs
Development Services
ow 7
j P.O. Box 8 1 128 S. Main St.
p 1, Holly Springs, NC 27540
�� 1p [phone]
e G� [e-mail]
North www.hollyspringsnc.gov
past this point is required.
115.) C2.05 - walls appear to be "grayed out". Please show as bold line since it will be constructed with this
plan.
116.) C0.01 - you can remove "(prior to CD approval)". The building permit will be submitted after CD
approval at which point we will verify the wall design was performed by a PE.
117.) C4.00 - the saw cut area on this sheet (C4.00) is 10'xl 5'. It appears the saw cut area hatching on C4.02
and C5.01 is I Ux34'. Please show the same saw cut sizes for the receiving pit on each sheet.
118.) C4.01 -remove cap
119.) C8.00 - Fire lanes will need to meet the EDCS 3.02J pavement design which is woven geo-fabric, 7" ABC
stone, 2.5" 1-19, 1.5" S9.5C in stage 1 and 1.5" S9.5C final stage. Please show the 3.02J pavement section
120.) C2.03 - please provide a WB-50 turning template for fire apparatus access route along the designated
fire lanes. WB-50 turning template should include the whole site where fire lanes are required.
121.) C4.02 - provide cleanouts at easement line or extend easement to cleanout.
123.) C5.07 - where did the storm drain line go on this profile? Storm drain line and sewer line to have
separation of 18" and storm drain line to meet minimum cover required perTable 8.06c of EDCS
124.) brick pavers not allowed inside Town easements. Stamped asphalt and concrete are okay.
126.) depending on conditions of existing manhole, new manhole may be required due to age of existing
manhole. Please verify manhole is in condition that will allow this work to be completed. Must be verified prior
to plan approval.
127.) C5.03 - remove storm drain lines from utility profiles. They are still difficult to review and will not be legible
in the field by our inspectors. Storm drain lines should have their own set of profiles. Storm crossings should be
shown where appropriate on the utility profiles.
128.) Please provide a status update on Ramey Kemps roadway plans. The CDs can track ahead of Ramey
Kemps plans, however, we need to see a submittal from them prior to the next review for the site CDs to verify
plans are aligned.
129.) C4.02 - provide cleanouts at easement line or extend easement to cleanout. If cleanout in pavement
area, it should be in mini manhole with brass cap.
130.) WB 50 turning template required for internal drives to ensure fire apparatus vehicles can maneuver the
site. FDC for Building 1 and 7 faces Drive B, suggesting Drive B will be a fire lane.
131.) Temporary driveway permit required for this access.
132.) verify invert out
Environmental Review Reviewed BY: Zachary Pitts); zacha[[e-mail]
1.) Approved with Conditions:
Duplicate O&M Logs for two wet ponds, two bioretentions not necessary (unless labeling each O&M log with
the SCM designator: A, B, etc.). Only one of each is required. Record with Wake County RoD and provide
book and page number
Page 4 of 4

I/// Natural Resource
���/// Consultants
All Blanks to be Filled in by the Apolicant
FIELDS WITH • ARE REQUIRED
AGENT AUTHORIZATION FORM
Project Area PIN(s):
0649891181, 0649898125, & 0649884725
Name:
Capital Associates — Frank Baird
Address:
1501 Sunrise Ave, Ste 100, Raleigh, NC 27608
Phone:
919-822-8773
Email:
[e-mail]
Project Name:
Ting Park Commercial (aka My Computer Career)
Project Number:
NBC # 21055/McAdams #2020110368
Project Manager:
Jennifer Burdette —NRC/Adam Pike - McAdams
US Army Corps of Engineers
NC Division of Water Resources
Raleigh Regulatory Field Office
401 & Buffer Permitting Branch
3331 Heritage Trade Drive, Suite 105
512 N. Salisbury Street
Wake Forest, NC 27587
Raleigh, NC 27604
Re: Clean Water Act & Riparian Buffer Related Consulting and Permitting
To Whom It May Concern
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, responsible party forthe applicant, do authorize representatives of the Wilmington
District, U.S. Army Corps of Engineers (Corps) and NC Division of Water Resources to enter upon the property
herein described forthe purpose of conducting on -site investigation and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act/Section 10 of
the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
This notification supersedes any previous correspondence concerningthe 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 Natural Resgur•er&syltanW staff.
Frank Baird
Print Applicant Name 'Signature
CEO S I I I zoZ.q
Title "Date
306 W Mlllbrook Road, Ste D #200, Raleigh, NC 276091919. 422. 3605

1/// Natural Resource
Consultants
All Blanks to be Filled in by the Applicant
FIELDS WITH * ARE REQUIRED
AGENT AUTHORIZATION FORM
Project Area PIN(s):
0649891181, 0649898125, & 0649884725
Name:
DHIC — Natalie Britt, VP, Real Estate Development
Address:
113 S Wilmington St, Raleigh, NC 27601
Phone:
919-600-5364
Email:
[e-mail]
Project Name:
Ting Park Commercial (aka My Computer Career)
Project Number:
NRC # 21055/McAdams #2020110368
Project Manager:
JenniferBurdette —NRC/AdamPike- McAdams
US Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Clean Water Act & Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, responsible party for the applicant, do authorize representatives of the Wilmington
District, U.S. Army Corps of Engineers (Corps) and NC Division of Water Resources to enter upon the property
herein described for the purpose of conducting on -site investigation and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act/Section 10 of
the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
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 Natural Resource Consultants' staff.
Natalie Britt W III��
Print Applicant Name *Signature
VP, Real Estate Development 4(a��
Title *Date
308 W Mlllbrook Road, Ste D #200, Raleigh, NC 27609 / 919. 422. 3605

Natural Resource AGENT AUTHORIZATION FORM
Consultants
All Blanks To Be Filled In By The Current Property Owner
FIELDS WITH * ARE REQUIRED
Project Area PIN(s):
0649891181 & 0649898125
Name:
Wake County
Address:
Wake County Attorney's Office — P O Box 550, Raleigh, NC 27602-0550
Phone:
919-856-6176
[e-mail]
Ting Park Commercial (aka My Computer Career)
Email:
Project Name:
Project Number:
NRC # 21055/McAdams #2020110368
Jennifer Burdette — NRC/Adam Pike - McAdams
Project Manager:
US Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Clean Water Act & Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water Resources
to enter upon the property herein described for the purpose of conducting on -site investigation and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean
Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
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 Natural Resource Consultants' staff.
W�ke County, by Mark Forestieri
Mark Forestieri
Director Wake County Facilities Design &
Construction
Title
F
Signature
`.zef
Date
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609/ 919. 422. 3605

DocuSign Envelope ID: 0OC83FOB-4ECB-4172-AF3D-C8F5CCC8E746
iXNatural Resource
onsultants
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
FIELDS WITH * ARE REQUIRED
Project Area PIN(s):
0649884725
Name:
Town of Holly Springs — Development Services Director
Address:
P O Box 8, Holly Springs, NC 27540-0008
*Phone:
919-557-3928
*Email:
[e-mail]
Project Name:
Ting Park Commercial (aka My Computer Career)
Project Number:
NRC # 21055/McAdams #2020110368
Project Manager:
Jennifer Burdette — NRC/Adam Pike - McAdams
US Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Clean Water Act & Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water Resources
to enter upon the property herein described for the purpose of conducting on -site investigation and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean
Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
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 Natural Resource Consultants' staff.
Chris Hills
*Print Property Owner Name
Development Services Director
GocuSigned by:
S Bias
5/9/24
*Title *Date
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609/ 919. 422. 3605