20130906 Ver 2_401 Application_20171017

40 WithersRavenel
lipOur People. Your Success.
October 5, 2017
US Army Corps of Engineers
Raleigh Regulatory Field Office
Mr. James Lastinger
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
NC -Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: NC 55 Bypass Superstreet
North Main Athletic Complex
Holly Springs, Wake County NC
NWP 14 PCN Submittal
TIP: U-5118 JB
WR Project #02160009.00
AID# SAW -2013-01763
DWQ# 20130906
Dear Mr. Lastinger and Ms. Higgins,
On behalf of the Town of Holly Springs, we are requesting authorization from the USACE to use
NWP 14 for 20 If of permanent stream impacts and 43 If of temporary stream impacts, for
construction of the proposed project. We are also requesting a 401 WQC from NCDWR for the
above referenced impacts.
The project review area consists of approximately ±0.65 acres along NC Hwy 55 Bypass and
Sportsmanship Way in Holly Springs, Wake County NC (see attached Exhibits). The review area is
adjacent to, and part of, the Town of Holly Springs North Main Athletic Complex (NMAC).
The project is located in the Cape Fear River basin and onsite waters drain to Little Branch (Stream
Index Number 18-7-6-1-1). The Water Quality Classification for Little Branch is Class C, and the
cataloging unit for the site is 03030004.
Proposed Project
The purpose of the proposed project is to provide an additional entrance to the NMAC from Hwy
55 Bypass, in order to improve traffic flow in and out of the NMAC, and alleviate current traffic
congestion due to all visitors currently entering from Main Street. The project consists of the
widening of current footprint of NC Hwy 55 By-pass, adding an additional turn lane to serve as an
entrance and exit from the NMAC. The widening will require an approximate 20 If extension of an
existing culvert underneath Hwy 55 Bypass.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 www.withersravenel.com I License No. C-0832
Cary I Greensboro Pittsboro I Raleigh I Wilmington

NC 55 Bypass Superstreet
NWP 14 Submittal
October 5, 2017
Page 2
%0WithersRavenel
lipOur People. Your Success.
While the proposed project involves extending the existing culvert under the Hwy 55 Bypass, the
impacts are being considering cumulative with the North Main Athletic Complex, as this is required
to provide access to the North Main Athletic Complex. The cumulative impacts do not exceed the
impact thresholds for a NWP, and therefore, the proposed project is eligible for a standalone NWP
14.
Project History
The North Main Athletic Complex (NMAC) was constructed in 2014, utilizing the US Army Corps of
Engineers NWP 39 (SAW -2013-01763), issued to the Town of Holly Springs on Sept 18, 2013. This
permit authorized 0.006 acres of wetland impacts, 125 linear feet of permanent stream channel
impacts, and 24 linear feet of temporary stream channel impacts for the installation of culverts for
road crossing for the construction of the North Main Athletic Park. No mitigation was required for
this project.
The previously permitted impacts for the NMAC were below thresholds requiring written
authorization from NC DWR. A courtesy copy of the PCN was submitted to NC DWR; however, a
401 WQ Certification was not issued or required.
The proposed impacts are limited to an existing DOT culvert under Hwy 55 Bypass, which was not
part of the original JD for the NMAC. A Preliminary JD Request for the proposed impact area is
included with this submittal.
Proposed Impacts
The proposed impacts consist of 20 If of permanent stream impacts and 43 If of temporary stream
impacts, required for the expansion of Hwy 55 Bypass and construction of a superstreet
intersection to provide a second entrance/exit for the NMAC.
The proposed permanent impacts will occur from the installation of 20 If of additional box culvert
to an existing DOT installed box culvert under NC Hwy 55 Bypass.
The proposed temporary impacts will occur from pump -around activities required during
installation of the additional culvert. The pump -around will be conducted by constructing two
stilling basins on either side of Hwy 55 Bypass, with a temporary pipe connecting the two basins,
allowing for work in the dry.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
Proposed permanent impacts have been minimized to only those impacts necessary to allow for the
required amount of fill necessary to support a turn -lane expansion of the existing NC 55 Bypass.
Page 2of4

NC 55 Bypass Superstreet
NWP 14 Submittal
October 5, 2017
Page 3
%0WithersRavenel
lipOur People. Your Success.
Additionally, this general area (the northwest corner of the NMAC) was identified in the original
404 Permitting submittal as the future entrance/exit point for the park, due to the location of Little
Branch. By locating the intersection in the proposed location, a crossing of Little Branch is avoided,
and the impacts required to construct the intersection are minimized to only the expansion of the
existing DOT culvert.
The proposed temporary impacts are part of the NWP 14 Conditions, as well as project erosion &
sediment control design, and are required as part of the pump -around. An upstream stilling basin
will be used in conjunction with coffer dams to collect the perennial stream flow, then pump the
water under NC 55 Bypass through a temporary 24" pipe set within the existing box culvert into a
downstream stilling basin, which will then discharge back into the stream channel on the western
side of the NC 55 Bypass.
Mitigation
The NWP 39 (SAW -2013-01763) issued Sept 18, 2013 for the NMAC authorized 125 linear feet of
permanent stream impact, and 24 linear feet of temporary stream impacts. The proposed
additional impacts total 20 If permanent impact and 43 If of temporary impact, which results in
revised cumulative total of 145 If of permanent impacts, and 67 If of temporary impacts. Because
the cumulative permanent stream impacts are less than 150 linear feet, no mitigation is proposed.
Stormwater Management Plan
Stormwater runoff will be captured and treated within the existing SW management system for the
NC Hwy 55 Bypass. The Stormwater Management Plan for this project will be reviewed and
approved by the NCDOT, under the Highway Stormwater Program for NCDOT projects. The SMP
for this project has been submitted to the DOT, and is pending approval. A copy of the SMP is
included with this submittal.
The current request is for 20 If of permanent stream impacts and 43 If of temporary stream
impacts (see the attached maps and PCN for details).
Please feel free to call me at [phone] if you have questions or require additional information.
Sincerely
WithersRavenel
Martin Richmond
Environmental Scientist
Page 3 of 4

NC 55 Bypass Superstreet
NWP 14 Submittal
October 5, 2017
Page 4
%0WithersRavenel
lipOur People. Your Success.
Attachments:
• PCN Form
• Agent Authorization
• Aerial Photo - 2017
• Stream/Wetland Delineation Exhibit
• Location Map
• USGS Quadrangle (2013) - Apex
• Wake County Soil Survey (1970) - Sheet 83
• Prior Permitting Action NWP 39 (2013) - AID# SAW -2013-01763
• Prior Permitting Avoidance & Minimization Referencing Proposed Impacts
• JD Supporting Information & Wetland Survey (Corps Application Only)
• NCDOT Stormwater Management Plan
• NCDOT Programmatic Categorical Exclusion (PCE) Form
• Impact Exhibits
Page 4 of 4

1/ WithersRavenel
NoOur People. Your Success.
PCN FORM

O/��F'W AT�F9 pG
1 0_G_ q
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
NC 55 Bypass Superstreet
2b.
County:
Wake
2c.
Nearest municipality / town:
Holly Springs
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
U-5118JB
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Holly Springs
3b.
Deed Book and Page No.
Wake County Book 015368 Page 01624
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
PO Box 8
3e.
City, state, zip:
Holly Springs, NC 27540
3f.
Telephone no.:
[phone]
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Martin Richmond
5b.
Business name
(if applicable):
WithersRavenel
5c.
Street address:
115 MacKenan Drive
5d.
City, state, zip:
Cary, NC 27511
5e.
Telephone no.:
919 469-3340
5f.
Fax no.:
919 467-6889
5g.
Email address:
[e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
Wake County PIN# 0649-88-1084
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.668865 Longitude: - 78.839724
1 c.
Property size:
±35.83 acres: NMAC; Review Area: ±0.65 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Little Branch (Index#: 18-7-6-1-1)
proposed project:
2b.
Water Quality Classification of nearest receiving water:
Class C
2c.
River basin:
Cape Fear Basin (HUC: 03030004)
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The property is currently the North Main Athletic Complex (NMAC), a multi -use sports and park complex in Holly Springs.
Property use in the general area is primarily single-family residential, with light commercial properties along Hwy 55
(North Main Street, Holly Springs).
3b.
List the total estimated acreage of all existing wetlands on the property:
There are no wetlands within the proposed project area.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±107 linear feet in Review Area
3d.
Explain the purpose of the proposed project:
The purpose of the proposed project is to provide an additional entrance to the NMAC from Hwy 55 Bypass, in order to
improve traffic flow in and out of the NMAC, and alleviate current traffic congestion due to all visitors currently entering
from Main Street.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The proposed impacts consist of 20 If of permanent stream impacts and 431f of temporary stream impacts, required for
the expansion of Hwy 55 Bypass and construction of a superstreet intersection to provide a second entrance%xit for the
NMAC. The proposed permanent impacts will occur from the installation of 201f of additional box culvert to an existing
DOT installed box culvert under NC Hwy 55 Bypass. The proposed temporary impacts will occur from pump -around
activities required during installation of the additional culvert. The pump -around will be conducted by constructing two
stilling basins on either side of Hwy 55 Bypass, with a temporary pipe connecting the two basins, allowing for work in the
dry.
Equipment to be used consist of typical DOT -approved road and highway construction equipment.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: JD for the NMAC was issued concurrent with
NWP 39 on Sept 18, 2013 (SAW -2013-01763). A copy of
® Yes ❑ No ❑ Unknown
the permit and JD are included with this submittal. NOTE:
The 2013 JD did not include the review area for this
project. A PJD Request for the project review area is
included with this submittal.
4b. If the Corps made the jurisdictional determination, what type
Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: WithersRavenel
Name (if known): Troy Beasley
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The USA CE issued a NWP 39 (AID# SAW -2013-01763) for the North Main Athletic Complex in 2013, authorizing 0.06
acres of permanent wetland impacts, 125 If of permanent stream impacts, and 241f of temporary stream impacts. A copy
of the NWP 39 has been provided as an Appendix.
The previously permitted impacts for the North Main Athletic Complex were below thresholds requiring written
authorization from NCDWR. A courtesy copy of the PCN was submitted to NCDWR; however, a 401 WQC was not
issued or required.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
NWP 39 (SAW -2013-01763) w/JD included with this submittal.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
N/A
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: There are no wetland impacts for this project
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #4
®P❑T
Culvert Extension
Little Branch
® PER
El INT
® Corps
®DWQ
12
20
Impact #5
Culvert Extension
Little Branch
® PER
® Corps
12
47
F1 ® T
Pump Around
❑ INT
® DWQ
3h. Total stream and tributary impacts
67
3i. Comments: Impacts #1 #2 and #3 were permitted in 2013 during original construction of the NMAC. The current
request is for additional, cumulative Impacts of 20 If of permanent impacts from installation of box culvert (Impact #4),
and 47 /f of temporary impacts for pump -around and construction (Impact #5). The cumulative total impacts for this
project are 145 /f of permanent impacts, and 67 /f of temporary impacts
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
4L Total open water impacts
4g. Comments: N/A
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
5f. Total
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired?
131 ❑P❑T
F-1 Yes
❑ No
B2 ❑P❑T
❑Yes
❑ No
B3 ❑PFIT
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: The project is located in the portion of the Cape Fear Basin which is not subject to DWR Buffer rules.
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to
wetlands and "waters" could be minimized.
Proposed permanent impacts have been minimized to only those impacts necessary to allow for the required amount of
fill necessary to support a turn -lane expansion of the existing NC SS Bypass.
Additionally, this general area (the northwest corner of the NMAQ was identified in the original 404 Permitting
submittal as the future entrance%xit point for the park, due to the location of Little Branch. By locating the intersection
in the proposed location, a crossing of Little Branch is avoided, and the impacts required to construct the intersection
are minimized to only the expansion of the existing DOT culvert.
The proposed temporary impacts are part of the NWP 14 Conditions, as well as project erosion & sediment control
design, and are required as part of the pump -around. An upstream stilling basin will be used in conjunction with coffer
dams to collect the perennial stream flow, then pump the water under NC SS Bypass through a temporary 24"pipe set
within the existing box culvert into a downstream stilling basin, which will then discharge back into the stream channel
on the western side of the NC 55 Bypass.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will completed under a DOT -approved erosion and sediment control plan. Work will conducted in high ground (where
possible). Pump around will be utilized, including two stilling basins, with construction work completed in the dry.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DW Q ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h.
Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A %
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The Stormwater Management Plan for this project will be reviewed and approved by the NCDOT, under the Highway
Stormwater Program for NCDOT projects. The SMP for this project has been submitted to the DOT, and is pending
approval. A copy of the SMP is included with this submittal.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ Certified Local Government
El DWQ Stormwater Program
The NC Department of Transportation
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
® Yes ❑ No
Comments: PCE Approval Letter is included as an appendix with this submittal.
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway
Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT, for the northern long-eared bat in
eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and
activities. The programmatic determination for the northern long-eared bat for the NCDOT program in Divisions 1-8 is
"May Affect, Likely to Adversely Affect." The PBO will provide incidental take coverage for the northern long-eared bat
and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a
federal nexus in Divisions 1-8, which includes Wake County, where the project is located.
Therefore, consultation requirements under Section 7 of the ESA have been satisfied for the NLEB through the PBO and
no further coordination is required. Furthermore, consultation with USFWS should not be required for other federally
protected species known to occur in Wake County as the project will have No Effect on these species.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters classified as EFH in Wake County.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
WR reviewed the NC State Historic Preservation Office's online database, located at. http://gis.ncdcr.gov/hpoweb/, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within or in the vicinity of the proposed project. Additionally, the
previously issued NWP 39 confirmed that construction activities associated with the NMAC would not result in impacts to
historic or cultural resources
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c.
What source(s) did you use to make the floodplain determination? Ncfloodmaps.com
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Martin Richmond Date
WithersRavenel, Inc.
Applicant/Agent's Printed Name Oct 5, 2017
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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AGENT AUTHORIZATION

WITHERS &N RAVENEL
ENGIN EERS PIAN NERS SU RV EVO RS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner., Town of Holly Springs (Client) does hereby appoint Trov Beasley /
Withers & Ravenel. Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian
buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit
applications/requests for the North Main Athletic Complex project (PIN 0349882114).
The Client does hereby authorize that
said agent
has the authority to
do the following acts on
behalf of the owner:
� www.withersravenel.com
� License No. C-0832
1410 Commonwealth Drive
(1) To submit appropriate requests/applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date: CAy� r��1iUl�J
Agent's Name, Address & Telephone: Signature of Client: T
Troy Beasley / Withers & Ravenel, Inc. CiICA/1 Q S S . St(Y1YYtl7(1 S� ✓� TYN (r 1� 1 Ov1 X1 Y�G110.S�Y
(Name/)Print) (Title) Q
1410 Commonwealth Drive, Suite 101 //
Wilmington. NC 28403(Signature)
ryry
Tel. [phone] Yo P)nX R
Mailing Address
4-6 S x; n&s NC M S'{O
City I Stat ip
Phone: Oug.5S01, 3` 38
Email: C1 1U.(LlLS .St mVY)O/1S e-p`Iy5p(
i/%JS yK.US,
1.15 MacKenan Drive � Cary, NC 27511 �
tel.: [phone]
� fax:
919.467-6008
� www.withersravenel.com
� License No. C-0832
1410 Commonwealth Drive
� Suite 101
� Wilmington,
NC 28403 �
tel: 910,256.9277
Sfax: 910.256.2584
7011 Albert Pick Road
I
Suite G I
Greensboro, NC
27409
1 tel:
335.605.3009 I fax: [phone]

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2017 AERIAL PHOTO

�'A
r�
GRAPHIC SCALE
o so 100
1 inch = 100 ft.
V �
0
o
r
I i -"" �� ►� fi.�
- I / /
NC -55 BYPASS SUPERSTREETIII
AERIAL - 2017 I! Engineers I Planners I Surveyors WithersRavenet
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

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STREAM/WETLAND DELINEATION MAP

NOTES'
1) WETLAND DELINEATION PERFORMED BY WR ON 03/13/2017.
2) STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE
CO. GIS DATA, AND AERIAL & TOPOGRAPHIC INTERPRETATION.
3) WR DETERMINED NO WETLANDS WERE PRESENT IN THE REVIEW AREA.
dy M
' GRAPHIC SCALE
f 0 50 100
7r.
1' 1 inch = 100 ft.
ITrr 3F T ,
•r a .1!')
VIC
NC -55 BYPASS SUPERSTREET WETLAND \/ WithersRavenet
DELINEATION EXHIBIT 1p Engineers I Planners I Surveyors
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

::WithersRavenel
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LOCATION MAP

GRAPHIC SCALE
o 1000 2000
55 STRAKWH/TE gyE 1 inch = 2000 ft.
51Q� 400 ' G~'�C➢F 2`
N _ I
C= /
450
0
N
/
Ly SPRING
� �j
HYANNIS OR
°R CREEK[
R0
CRff.Y
r
QW EARP.ST
DTCM�
l;� / W 400 /1 - .J �✓ 1 ��"1 !_FLAT
n� I�� / ^ t WBALIENTINEST ! p m NORWA
•�`SUNSEr
W -ELM AVE
i
�Sti v„L,� j• !J(/�J/ � � 1 i STfNSON AVE
JSp ,� ✓GG ��_ —
1' Z �
NC -55 BYPASS SUPERSTREET USGS QUAD (2013) - APEX 10 Engineers I Planners I Surveyors WithersRavenet
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

::WithersRavenel
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USGS APEX QUADRANGLE
2013

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
010"
r
1
~~PROJ ECT
BOUNDARY
1
ENC -55 BYPASS SUPERSTREET USGS QUAD (2013) - APEX 1pWithersRavenel
Engineers I Planners I Surveyors
GS WAKE COUNTY NORTH CAROLINA

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WAKE COUNTY SOIL SURVEY, SHEET 83
1970

•
IV
PROJECT 'X�&aft
3OUNDARY
GRAPHIC SCALE
o ioo zoo
1 inch = 200 ft.
rD2
rC
L,A.m L
ENC -55 BYPASS SUPERSTREET WAKE CO. SOIL SURVEY (1970) �� WithersRavenet
SHEET 83 Engineers I Planners I Surveyors
GS WAKE COUNTY NORTH CAROLINA

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PRIOR PERMITTING ACTION
NWP 39 AID# SAW -2013-01763
2013

C.
U.S. ARMY CORPS OF ENGINEERS {
WILMINGTON DISTRICT
Action Id. SAW -2013-01763 County: Wake U.S.G.S. Quad: NC -APEX
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
Town of Holly Sprints
Charles Simmons
P.O. Box 8
Holly Springs, NC, 27540
919-557-3924
Size (acres) 42 Nearest Town Holly Springs
Nearest Waterway Middle Creek River Basin Upper Cape Fear. North Carolina.
USGS HUC 3030004 Coordinates Latitude: 35.6680147954301
Longitude: -78.8379150009446
Location description: The proiect site is bounded to the east by North Main Street, and to the west by NC Hwy 55 by-pass near
the town of Hollv Springs, Wake Countv, North Carolina. Arruatic features on site drain to :Little Branch in the Cane Fear
River basin.
Description of projects area and activity: This permit verification allows for 0.006 acres of wetland impacts, 125 linear feet of
permanent stream channel impacts, and 24 linear feet of temporary stream channel impacts for the installation of culverts for
road crossing for the construction of the North Main Athletic Park. No mitigation is reuuired for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 39 Commercial and Institutional
Developments.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECL4L CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 08/26/2013. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact .lames Lost inEer at 919-554-4884 x32 or James.C.L<istinizer6�)usaee.army.mil.
Corps Regulatory Officia.-,p Date: 09/18/2013
Expiration Date of Veri fieOtron: 03/18dG—l7

Action ID Number: SAW -2013-01763 County: Wake
Permittee: Town of Holly Springs
Charles Simmons
Project Name: North Main Athletic Complex/Holly Springs/Wake County
Date Verification Issued: 09/16/2013
Project Manager: James Lastinger
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: James Lastinger, Regulatory Specialist
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SAW -2013-01763
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -2006-201910-292.
Basis For Determination: Established OHWM and the Corps 1987 wetland delineation manual.
Remarks: This jurisdictional determination is only for the waters/wetlands proposed for impacts associated with this
Nationwide Permit and does not include any other waters/wetIands that may he Iocated on the property.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 11/18/13.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
Corps Regulatory

SAW -2013-01763
Date of JD: 0911812013
Expiration Date of JD: 3/18/2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete our customer Satisfaction Survey online at hgp://pert nw. usace army mil/survey.html .
Copy furnished:
Agent: Withers & Ravenel, Inc.
Troy Beasley
Address: 1410 Commonwealth Drive
Suite 101
Wilmington, NC, 28403
Telephone Number:

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2013 PRIOR PERMITTING ACTION
AVOIDANCE & MINIMZATION REFERENCING
PRO POS E D I M PACTS

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
B1 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project has been designed to avoid and minimize impacts to the greatest extent possible. The project must have access
from the NC 55 Bypass, and the original site plan presented at the April 9, 2013 pre -application meeting proposed this
connection in the southwestern portion of the property that would have required crossing Little Branch, resulting in an
additional 60 - 80 If of stream impacts. The site plan has been revised to provide the connection to the NC 55 Bypass in the
northwestern portion of the property, which avoids the need for a stream crossing for a connection to the NC 55 Bypass. The
currently proposed impacts have been minimized to a single road crossing (Impact 1) necessary to access the southern
portion of the property, as well as a culvert extension (Impact 2) and road improvements (Impact 3) which are required for
construction of a turning/storage lane on N. Main Street. Stream impacts at Impact 2 for installation of the rip -rap dissipater
pad have been minimized to temporary impacts by installing the rip -rap so that the top of the rip -rap matches the
preconstruction contours of the stream bed. This design will allow the natural flow and aquatic life passage to be maintained
in the post -development condition. A cross-section detail of the rip -rap installation has been provided on the Impacts 20
Exhibit.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be installed around all disturbed areas to prevent sediment from escaping into downstream waters.
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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JURISDICTIONAL DETERMINATION
SUPPORTING INFORMATION

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: NC 55 Bypass, west of North Main Complex
City, State:
Holly Springs, NC
County: Wake County
Parcel Index Number(s) (PIN): 0649881084
B. REQUESTOR INFORMATION
Name: Lyle Phillips - WithersRavenel
Mailing Address: 115 MacKenan Drive
Cary, NC 27511
Telephone Number: 919.535.5165
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Town of Holly Springs
Mailing Address: PO Box 8
Holly Springs, NC 27540
Telephone Number: 919.557.3938 (Charles Simmons)
Electronic Mail Address: [e-mail]
I Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: ❑ Owner ❑ Authorized Agent'
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑✓ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOVUSACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminarX JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area ± 0.65 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
Longitude
35.669023
-78.839944
F7A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
F] Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re ug lato!3 -Permit-
Program/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
zCompleted appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs. please complete an Approved Jurisdictional Determination Form'
Vicinity Map
Aerial Photograph
✓0 USGS Topographic Map
❑✓ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
❑ Landscape Photos (if taken)
❑ NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/re ug latorL/re2docs/JD/RGL 08-02_ App _ A_ Prelim_ JD_ Form_fillable.pdf
' Please see http://www.saw.usace.g.M.mil/Missions/Re ug latory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Lyle Phillips — WithersRavenel; 115 MacKenan Drive,
Cary, NC 27511
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: NC 55 Bypass, west of the North Main
Complex
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake City: Holly Springs
Center coordinates of site (lat/long in degree decimal format): Lat.: 35.669023°N Long.: -78.839944°W
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Little Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Latitude (decimal
Longitude
Estimated amount of
Type of aquatic
Geographic authority to
Number
degrees)
(decimal degrees)
aquatic resources in
resources (i.e.,
which the aquatic resource
review area (acreage
wetland vs. non-
"may be" subject (i.e.,
and linear feet, if
wetland waters)
Section 404 or Section
applicable
10/404
Stream 1
35.668808°N
-78.839661 °W
f 107 linear feet
Non -Wetland
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD fords that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Lyle
Phillips - WithersRavenel
Map:
❑ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: USGS Quad (2013) — Apex; 1:24K
® Natural Resources Conservation Service Soil Survey. Citation: Wake County Soil Survey (1970) — Sheet 83
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Aerial 2017 — nconemap.com
or [other (Name & Date):
❑Previous determination(s). File no. and date of response letter: Other
❑information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations.
08.22.2017
Signature and date of Regulatory
staff member completing PJD
Lyle Phillips - Authorized Agent
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.

�3 r
7 eitis Pc'��,
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1111) W "IV 55 Anchor Cree
FLItirre
North _
ci Main
55 !� Athletic
y Complex r
2
N ort 55
Main
Athletic
Complex renals Ct
� F'alrnc
0
pie
h%te O
Ce�a�
co
r7
PIN: 0649881084
PIN Ext: 000
Real Estate ID: 0414977
Map Name: 0649 02
Owner: HOLLY SPRINGS TOWN OF
Mail Address 1: TOWN ATTORNEY
Mail Address 2: PO BOX 8
Mail Address 3: HOLLY SPRINGS NC 27540-
0008
Deed Book: 015368
Deed Page: 01624
Deed Date: 07/19/2013
Deed Acres: 35.83
Building Value: $8,228,700
Land Value: $9,411,359
Total Value: $17,640,059
Billing Class: Exempt
Description: L02 TWN HOLLY SPRGS - N
MAIN ATHLETIC CMPLX BM2015 -00837
Heat Area: 0
Site Address: 101 SPORTSMANSHIP WAY
City: HOLLY SPRINGS
Township: Holly Springs
Year Built: 0
Sale Price: $0
Sale Date:
Use Type:
Design Style:
Land Class: EXEMPT
Old Parcel Number: --
A
0 220 440 880 ft
1 inch = 400 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

■■ WithersRavenel
,. Our People. Your Success.
NC -55 Bvpass Superstreet
WR Project No. 02160009.00
Jurisdictional Determination Request Information
Applicant -
Town of Holly Springs
PO Box 8
Holly Springs, NC 27540
Property Owner -
Town of Holly Springs
Physical Address -
101 Sportsmanship Way
Written Authorization:
See attached Agent Authorization form
Nearest Municipality-
Holly Springs
County -
Wake County
PIN -
Wake Co PIN# 0649881084
Drainage Basin -
Cape Fear River Basin
HUC Code:
03030004
Receiving Waters -
Little Branch
Stream Index:
18-7-6-1-1
Classification:
Class C
Decide rg ees -
35.669023°N; -78.839944°W
USGS Quad Map -
Apex Quadrangle
Soils Map -
Wake County Soil Survey - Sheet 83
Total Area -
±0.65 acres
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

WITHERS &RAVENEL
ENGINEERS I PLANNERS I 5URVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner., Town of Holly Springs (Client) does hereby appoint Troy Beasley /
Withers & Ravenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian
buffers, etc.) and/or-, b) preparation and submittal of appropriate environmental permit
app] ication slrequests for the North Main Athletic Complex project (PIN 0349882114).
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests/applications and the required supplemental
materials-,
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date: Ck)(%kjaA o��,'r l
Agent's Name, Address & Telephone: Signature of Client:
Troy Beasley / Withers & Ravenel, Inc. -C�, i �k, `- j 3"%mor7Qo
(Name Pn ) (Title) UV
1410 Commonwealth Drive, Suite 101 1
Wilmington, NC 28403 II��{Signature)
Tel. [phone] T Q r4
Mailing Address
4ArAku Spr'
nc45 MQ 77 5IAO
City Stat ip
Phone:
Email: CC 11ySP{ �n55 YK .V.5
115 MacKenan Drive j Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenel.com I License No, C-0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] � fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tet: 336.605.3009 1 fax: [phone]

�'A
r�
GRAPHIC SCALE
o so 100
1 inch = 100 ft.
V �
0
o
r
I i -"" �� ►� fi.�
- I / /
NC -55 BYPASS SUPERSTREETIII
AERIAL - 2017 I! Engineers I Planners I Surveyors WithersRavenet
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

NOTES'
1) WETLAND DELINEATION PERFORMED BY WR ON 03/13/2017.
2) STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE
CO. GIS DATA, AND AERIAL & TOPOGRAPHIC INTERPRETATION.
3) WR DETERMINED NO WETLANDS WERE PRESENT IN THE REVIEW AREA.
dy M
' GRAPHIC SCALE
f 0 50 100
7r.
1' 1 inch = 100 ft.
ITrr 3F T ,
•r a .1!')
VIC
NC -55 BYPASS SUPERSTREET WETLAND \/ WithersRavenet
DELINEATION EXHIBIT 1p Engineers I Planners I Surveyors
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

L1 �
v
------ PROJECT -( EAs
BOUNDARY
1
NEW HILLHILL R
0
i F
.N N
10R CREEK WAY
GRAPHIC SCALE
0 1000 2000
1 inch = 2000 ft.
c
450
Mp`N_rtREM6ip`ti
i
D � '
+RD
450
C (cc>U� r/ lE St 'Eb
3TlNSON
NC -55 BYPASS SUPERSTREET USGS QUAD (2013) - APEX lipWithersRavenet
Engineers I Planners I Surveyors
HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA

GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
010"
r
1
~~PROJ ECT
BOUNDARY
1
ENC-55 BYPASS SUPERSTREET USGS QUAD (2013) - APEX %0 WithersRavenet
Engineers I Planners I Surveyors
GS WAKE COUNTY NORTH CAROLINA

i
GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
HrD2
AM' - -
NC -55 BYPASS SUPERSTREET WAKE CO. SOIL SURVEY (19 70)
SPRINGS WAKE COUNTY NORTH CAROLINA SHEET 83
I
•
\,
WithersRavenet
I/ Engineers I Planners I Surveyors

::WithersRavenel
Our People. Your Success.
NC DOT
STORMWATER MANAGEMENT PLAN

Highway
StOYmwater
(Version 2.07; Released October 2016)
North Carolina Department of Transportation -�
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:
TIP No.: U-5118 JB County(ies): Wake Page 1 of 1
General Project Information
WBS Element:
ITIP Number: U-5118 JB Project Type: Roadway Widening Date: 5/30/2017
NCDOT Contact:
Joe Dunnehoo, PE
Contractor / Desi ner:
WithersRavenel
Address: 1020 Birch Ridge Road
Raleigh, NC 27610
Address:
Phone:
Email:
115 Mackenan Drive
Cary, NC 27511
Phone: [phone]
919-469-3340
Email: wdunnehoo ncdot. ov
wperryCcbwithersravenel.com
City/Town:
Holly Springs
County(ies): Wake
River Basin(s):
Cape Fear I
ICAMA County? I No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.36 Surrounding Land Use: I Landfill, Residential, Business, Recreation
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
4.2 ac.
3.0 ac.
Typical Cross Section Description:
4 lane divided with paved shoulders
4 lane divided with paved shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 45,833 vpd Year: 2036
Existing: 40,000 vpd Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Vegetated slopes were used throughout the project. The typical minimum slopes used is 3:1. Where minimum slope was exceeded,slope stabilization measures have been
implemented. Rip rap, permanent soil reinforcement matting, and reinforced soil slopes will be used to stabilize slopes steeper than 3:1. Existing drainage ditches will be
maintained and the existing pipe system will be modified to acheive stormwater managment goals. Proposed median ditches will be lined with grass. Temporary channel liners
will be used for disturbed ditches to prevent erosion until grass is established.
Waterbody Information
Surface Water Body (1):
Little Branch NCDWR Stream Index No.: 18-7-6-1-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Perennial
Buffer Rules in Effect: Other
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Iiftay North Carolina Department of Transportation t
Si0YYY1WaiCY Highway Stormwater Program =�
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5118 JB County(ies): Wake Page of 1
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
M
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated wl
Buffer Rules?
Additional Comments

I Ii€;IjWay North Carolina Department of Transportationr.
StOYCY1Wat('Y Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5118 JB County(ies): Wake Page of 1
Filter Strips
Sheet
No.
Station & Coordinates
(Road and Non Road Projects)
Surface
Water
Body
Drainage Area
(ac)
Surface Area
(ac)
Drainage Area:
Surface Area Ratio
Actual Length
(ft)
Longitudinal Slope
(%)
BMP Associated with Buffer
Rules?
Additional Comments

Highway North Carolina Department of Transportation
Stormwater Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5118 JB County(ies): Wake Pae of 1
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipator
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
in
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
Additional Comments
meter to the NUUU i best management rractices i ooiDox (Zu14), NUUU i 5tanaaras, the reaerai tlignway Hoministration (rr1VVH) tlyarauuc tngineenng t;ircwar No. 14 (t1tt;-14), i niro taition, rlyorauuc uesign or tnergy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

1(;1��1'�1� North Carolina Department of Transportation
I tOrfiiw Iter Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5118 JB County(ies): Wake Page of 1
Level Spreaders, Hazardous Spill Basins, and Forebays
Sheet No.
Station & Coordinates
(Road and Non Road Projects)
Surface
Water Body
Level Spreader,
Hazardous Spill
Basin, or Forebay?
Drainage
Area
(ac)
New Built -
Upon Area
(ac)
Required / Minimum Treatment
Treatment
Achieved
BMP Associated
w/ Buffer Rules?
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume
and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments

H11 ighway North Carolina Department of Transportation
StoYrr Highway Stormwater Program°
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5118 JB County(ies): Wake Page of 1
Other Best Management Practices
Sheet No.
Station & Coordinates
(Road and Non Road Projects)
Surface
Water Body
BMP Type
Drainage Area
(ac)
New Built-Upon
Area
(ac)
Volume Treated
(ac-ft)
Precipitation Depth
Treated over NBUA
(in)
BMP Associated
w/ Buffer Rules?
Additional Comments

Highway
Storalwiltcr
(Version 2.07; Released October 2016)
North Carolina Department of Transportation
f ''
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: TIP No.:
U-5118 JB County(ies): Wake Page of 1
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summary
Sheet No. & Station ISheet No.:
IStation7
Number of Barrels:
Drainage Area (ac or sq mi):
Barrel Width/Diameter (ft):
Surface Water Body: (1)Little Branch Barrel Height (ft):
Culvert T e:
Culvert Length (ft)
Avoidance and Minimization Efforts:
(Bridge to Culvert)
Stream Slope
Fish and/or Aquatic
Life Passage
Existing Average Stream Slope (%):
%
Existing Low Flow Channel Dimensions
in the Stream:
Proposed Culvert Slope
1
1%
Culvert Burial
Proposed Culvert Burial Depth (ft):
Existing Streambed Material:
Proposed Low Flow Dimensions
Through the Culvert:
Proposed Sills/Baffles:
Existing Low Flow Velocities in the
Stream (ft/s):
Proposed ow Flow Velocities roug
the Culvert (ft/s):
Alternating Low Flow Sills/Baffles:
Culvert/Stream Alignment
Stream Patterns Upstream and Downstream
of the Culvert that Could Affect Fish
Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles,
pools, glides, etc.):
Low Flow Floodplain Bench Required?
(provide justification)
Bends at Inlet/Outlet?
(describe culvert alignment with stream)
Stream Realignment Necessary? (provide
justification)
Bank Stabilization:
Outlet Velocities
Natural Stream Channel 2-yr Velocity (ft/s):
Natural Stream Channel 10-yr Velocity (ft/s):
Proposed Culvert 2-yr Outlet Velocity (ft/s):
Proposed Culvert 10-yr Outlet Velocity (ft/s):
Roadway Geometric Considerations
Evaluate/Describe Roadway Geometric Constraints:

::WithersRavenel
Our People. Your Success.
NCDOT
PROGRAMMATIC CATEGORICAL EXCLUSION
FORM

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 28, 2017
Ms. Kendra Parrish
Director of Engineering
Town of Holly Springs
128 South Main Street
Holly Springs, NC 27540
SUBJECT: Environmental Document
Town of Holly Springs, Wake County
Project: U-5118 JB; WBS Element: 42379.3.35
Federal Aid No.: STPDA-0055(045)
Project Name: NC 55 Bypass Superstreet
Dear Ms. Parrish:
JAMES H. TROGDON, III
SECRETARY
Please find enclosed, for your file, a Programmatic Categorical Exclusion (PCE) Form, which
has been approved by NCDOT and the Federal Highway Administration. This form will serve as
your environmental document for the above referenced project.
This document is only valid as long as the following conditions are met:
- No change in the location of the project
- No actual or potential environmental changes (human or natural) have been identified.
- The project area of influence has not been listed in or become eligible to be listed in the
National Register of Historic Places.
If at any time prior to receiving Construction Authorization from FHWA the above conditions
change, you must notify me immediately.
NORTHERN LONG-EARED BAT CONCERNS
It is anticipated that the Northern long-eared bat will be added to the Federally Protected Species
list as of April 1, 2015. If this project involves tree clearing (greater than 3 inches in diameter)
or structure demolition (bridges, buildings, or
Holly Springs will coordinate with NCDOT's Local Programs Management Office and the
Division 5 Office as soon as possible so that NCDOT can coordinate with US Fish and Wildlife
Service to ensure Endangered Species Act compliance regarding the northern long-eared bat.
Mailing Address: Telephone: [phone] Location.:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
TRANSPORTATION PROGRAM MGMT Customer Service: 1-877-368-4968 RALEIGH, NC 27610
1595 MAIL SERVICE CENTER
RALE[GH, NC 27699-1595 Website:w .ncdotgov

The following information should be provided to your NCDOT Contact:
• TIP# and Project Name
Name of Municipality
Answers to the Following Questions:
o Does the project necessitate tree clearing?
If yes, what is the tree -clearing acreage and when will the clearing occur?
o Does the project involve structure demolition (bridges or buildings)?
If so, when will the demolition occur?
If I may be of additional assistance, please call me at [phone].
Sincerely,] �j�
Sheila' );6i 5
Transportation Program Consultant
enclosure

PROJECT ENVIRONMENTAL COMMITMENTS
NC 55 Bypass Superstreet Intersection at Sportsmanship Way
TIP Project No. U-5118 JB
WBS Element 42379.3.35
Federal Project No. STPDA-0055(045)
Commitments Developed through Project Development and Design
• The review area contains potential habitat for the northern long-eared bat (NLEB).
The US Fish and Wildlife Service has developed a programmatic biological opinion
(PBO) in conjunction with the Federal Highway Administration (FHWA), the US
Army Corps of Engineers (USAGE), and NCDOT for the NLEB in eastern North
Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all
NCDOT projects and activities. The programmatic determination for NLEB for the
NCDOT program in Divisions 1-8 is "May Affect, Likely to Adversely Affect." The
PBO will provide incidental take coverage for NLEB and will ensure compliance
with Section 7 of the Endangered Species Act for five years for all NCDOT projects
with a federal nexus in Divisions 1-8, which includes Wake County, where the
project is located. Tree clearing will be minimized during construction, and will be
limited to the timeframes recommended by the USFWS. At the time of project
completion, the Town of Holly Springs will submit the actual amount of tree clearing
(in tenths of an acre) to the NCDOT Natural Environment Section.
• The review area contains marginal habitat for Michaux's sumac. A field survey will
be conducted during the optimal survey window (May through October) to confirm
presence or absence.
• The following permits/approvals will be obtained for this project:
1. NCDEQ Erosion and Sedimentation Control Plan
2. Town of Holly Springs Buffer Authorization
3. USACE 404 Permit
4. NCDWR 401 Water Quality Certification
Project Environmental Commitments Page 1 of 1
March 2017

::WithersRavenel
Our People. Your Success.
IMPACT EXHIBITS

5828 5830
Id
END
PROJECT
55
115
B GIN
P OJECT
1152 0
115
1202
1152
1152 o
BYP
55 Holly Springs
1394
pop. 20,634 139
Y MAP
STREAM
STANDARD TOPO SYMBOLS
-CONCRETE
(Al) -AREA INLET
(B) -BOLLARD
(BW) -BARBED WIRE
(CB) -CATCH BASIN
(CBX)-CABLE BOX
(CBRW)-CONCRETE BLOCK RETAINING WALL
(CO) -CLEAN OUT
(CLF) -CHAIN LINK FENCE
(CMP) -CORRUGATED METAL PIPE
(CPP) -CORRUGATED PLASTIC PIPE
(CWW)-CONCRETE WING WALL
(DIP) -DUCTILE IRON PIPE
(DSCF)-DISK FOUND
(EBX)-ELECTRIC BOX
pp) -EDGE OF PAVEMENT
(FES) -FLARED END SECTION
(FH) -FIRE HYDRANT
(GAMR)-CAS LINE MARKER
(GV) -CAS VALVE
(IPF) -IRON PIPE FOUND
(LP)-LIGHr POLE
(OHPL)-OVERHEAD POWERLINE
(PP) -POWER POLE
(RCP)-REENFORCED CONCRETE PIPE
(RWMf)-RIGHT OF WAY MONUMENT FOUND
(RR)-RIPRAP
(S) -SIGN
(SSMH)-SANITARY SEWER MANHOLE
(SS) -UNDERGROUND SANITARY SEWER LINE
(SD) -UNDERGROUND STORM DRAIN LINE
(TSB) - TRAFFIC SIGNAL BOX
(TSP) - TRAFFIC SIGNAL POLE
(UGEBX)-UNDERGROUND ELECTRIC BOX
(LIGTBX)-UNDERGROUND TRAFFIC SIGNAL BOX
(WDF)-WOOD FENCE
(WOPST)-WOOD POST
(WM)-WATER METER
(WV) -WATER VALVE
(WVR)-WATER VALVE RECLAIM
BACK OF CURB
BOUNDARY LINE
EASEMENT — —
FENCE
CUARD RAIL
LINE NOT SURVEYED
OVERHEAD POWER LINE
RIGHT Of WAY LINE — — — —
RETENTION POND) —
RIRPARIAN BUFFER
TREE L/NE
UNDERGROUND SANITARY SEWER LINE
UNDERGROUND STORM DRAIN LINE
LOCATION.
01001 BANCO
0401, o�r00, enm 7d
IRi117L'7'llYil
m, I 110, Sol 1, 001 MN i
WAKE CO UNTY
PERMIT DRA WING
NC 55 BYPASS AT THE INTERSECTION WITH SPORTSMANSHIP WAY
TYPE OF WORK:
IMPACT AREA
BEGIN TIP PROJECT U-5118 JB
-L - STA. 25 +00.00
LITTLE
PROPOSED CULVERT EXTENSION
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO POINTS AS SHOWN ON PLANS
i
GRADING, DRAINAGE, PA VING, STRUCTURE, SIGNALS
NCDOT TIP: U-5118 JB
CON WBS: 42379.3.35
FEDERAL AID NUMBER: STPDA-0055(045)
CFDA #: 20.205
HOLLY SPRINGS PROJECT NO.: 16-020
-L -
PASS
1\1
END CONSTRUCTION
—Yl— STA/2+00.00
END TIP PROJECT U -5118 JB
-L - STA 44+00.00
DOCUMENT NOT CONSIDERED FINAL
PROPOSED SIGNAL UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
0
0
Q)
v
PROJECT LENGTH
PREPARED FOR:
ADT 2016 = 401000
C
L
50 25 0 50 100
/7
3
>
W i
ADT 2036 = 45,833
N
M
PLANS
0
K = 9 /o
LENGTH ROADWAY TIP PROJECT U-5118 JB = 0.360 MILES
D = 60 %
50 25 0 50 100
T = 4 % *
TOTAL LENGTH TIP PROJECT U-5118 JB = 0.360 MILES
HOLLY
N
0
C)
r0
�
—.0000
V = 60 MPH
I
PROFILE (HORIZONTAL)
* (TTST 3% + DUAL 1%)
N
M
L
�Discover l}�e Source.
Discover
10 5 0 10 20
CLASS =
•
N
U
PRINCIPAL ARTERIAL
PROFILE (VERTICAL)
REGIONAL TIER
v
v
Lu
Lu
DC
DC
Lu
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Q
�M
W
Lr)
Ln
U
Z
11 ROADWAY DESIGN ENGINEER 11
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
Job No. Drawn By
Date Designer 11
HYDRAULIC ENGINEER
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
Revisions
REV. PER TOHIS & NCDOT 1ST REVIEW
COMMENTS. ( 02/03/2017)
REMOVED RETAINING WALLAND
ADDED CULVERT EXTENSION (02/24/17)
REV. PER NCDOT 2nd REVIEW
COMMENTS. ( 06/09/2017)
Sheet No.
1 OF 3
;_
0
0
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/7
3
>
W i
3
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L
0
W
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U
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w
v
v
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a
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i
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Q
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DC
Lu
V)
Q
�M
W
Lr)
Ln
U
Z
11 ROADWAY DESIGN ENGINEER 11
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
Job No. Drawn By
Date Designer 11
HYDRAULIC ENGINEER
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
Revisions
REV. PER TOHIS & NCDOT 1ST REVIEW
COMMENTS. ( 02/03/2017)
REMOVED RETAINING WALLAND
ADDED CULVERT EXTENSION (02/24/17)
REV. PER NCDOT 2nd REVIEW
COMMENTS. ( 06/09/2017)
Sheet No.
1 OF 3

i�1
UT 306.7,
3610
a
TOP GRATE
►N 326.78' .
OUT 322.631
/ —C *
•s
iSS. ''
T 322.4449
311,50°
OUT 311.42'
` Y
r 325.14
► 301 32° � /
T 320. 7,
►PF
v
CV_ _ I
/ �
/ P .
t�
.0
/ /
INDEX
I 1 1 1 TEMPORARY STREAM IMPACT: 43 LF
I 1 1 1 PERMANENT STREAM IMPACT: 20 LF
NC 55 BYPASS
SUPERSTREET
' • is
O N
r o�
oG► 350 !;[L-3 �I
a�
4
SNN
STOP U2.99 -
IN 311,90°
-.0VT 311.W
•
/ �� 0
y/ rop0 ed ' x 4.5' Culvert ension
w/ SI ed - Tapered Inlet
.gyp • �,
h1 /
1
��
GRAPHICAL SCALE
40' 20' 0 40' 80' 120'
1 INCH= 40 FEET
WithersRavenel
EXHIBIT: STREAM IMPACTS 1/ Engineers I Planners I surveyors
7011 Albert Pick Rd Ste G I Greensboro, NC 27409

TEMP
IMPERVIOUS
DIKE
�I
STILLING BASIN PLAN STILLING BASIN
NTS
TO PUMP
PROJECT
TO PUMP
,T EXTENSION
SEALAROUND
PIPE
STREAM FLOW
EX STREAM BOTTOM
BASE FLOW + 2'
ANCHOR PIPE
SECURELY
ANCHOR PIPE
SECURELY SECTION A -A
NTS
CONSTRUCTION SEQUENCE:
1. INSTALL STILLING BASIN(S.
2. INSTALL UPSTREAM IMPERVIOUS DIKE.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE. DEWATTER ENTRAPPED AREA.
4. INSTALL 24" TEMPORARY PIPES.
5 REMOVE EXISTING HEADWALLS, AND 11'-3" OF EXISTING STRUCTURE.
b. CONSTRUCT PROPOSED CULVERT IMPROVEMENTS WHILE PUMPING EFFLUENT IN STILLING BASINS.
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES, PUMPS,
AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED AND MULCH.
NOTES
1. ALL EXCAVATION SHALL BE IN DRY OR ISOLATED AREAS OF THE WORK ZONE.
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW
WHEN NECESSARY.
3. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE
WORK. THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS, AND HOSES.
4. PUMPS AND HOSES SHALL BE OF SIZE TO DEWATER THE WORK AREA.
IINC 55 BYPASS EXHIBIT SUP RSTREET III SUSPENDED PIPE/DEWATER PLAN III ,plWtithrt ceP sRk Rd Ste G lalveeyors Greensboro, NC 09 II