20130906 Ver 1_401 Application_20130813

WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 1o1
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
T0: NC Division of Water Quality — 4o1 Wetlands Unit
512 N. Salisbury Street; 91" Floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
20 1 3080 6
LETTER OF TFAN5 -S MM QL
DATE 8/23/13
108 N0. 03130012.00
ATTENTION Ms. Karen Higgins
PHONE/
gig-807-6363
RE: North Main Athletic Complex — Town of Holly
Springs
NWP 39 PCN Submittal
021 0012.00
NWP 39 PCN
1
C( Py
021 0012.00
® Attached ❑ Under separate cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
8/23/13
021 0012.00
NWP 39 PCN
1
8/23/13
021 0012.00
CD of PCN
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
_ copies for approval
copies for distribution
corrected prints
REMARKS:
COPYTO: File SIGNED: Troy Beasley
If enclosures are not as noted, kindly notify as at once.

20130906
WITHERS &RAVENEL
August 23, 2013
US Army Corps of Engineers
Regulatory Field Office
Attn: Mr. James Lastinger
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
ENGINEERS I PLANNERS I SURVEYORS
NC- Division of Water Quality
401 Wetlands Unit
Attn: Ms. Karen Higgins
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: North Main Athletic Complex - NWP 39 PCN Submittal
Holly Springs, Wake County
W &R Project #02130012.00
Dear Mr. Lastinger and Ms. Higgins,
COURTESY
COPY
L6pOMQ
AUG 2 6 2013
On behalf of the Town of Holly Springs, we are requesting authorization from the USACE to
use NWP 39 for o.006 acres of permanent wetland impacts, 125 if of permanent stream
impacts and 24 if of temporary stream impacts for the construction of the North Main
Athletic Complex project. Please note that the proposed project does not require written
authorization from DWQ, and copies of this PCN are being submitted as courtesy copies.
The project is ±42.3 acres in size and is located southeast of the intersection of North Main
Street and Anchor Creek Way in Holly Springs, Wake County (Latitude: 35.667325 °N;
Longitude: 78.838192 0W). The project is located in the Cape Fear River basin (03030004)
and onsite waters drain to Little Branch (Stream Index: 18- 7- 6 -1 -1). The Water Quality
Classification for Little Branch is: C.
Proposed Proiect
The proposed project consists of the construction a multi -use public athletic park
containing baseball fields, soccer fields, tennis courts and greenway trail, as well as the
construction of roads, parking and associated utilities (i.e. water, sewer and electrical). The
project will also require improvements to N. Main Street to provide an exclusive right
turn /storage lane for entrance to the park from N. Main Street, as well as a connection to the
NC Hwy 55 By -pass.
Project History
The proposed project site was previously owned by Wake County and was part of the South
Wake Municipal Solid Waste Landfill project area. The North Main Athletic Complex project
site was originally intended to be a source for fill material for the landfill cap once the
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 284031 tel: [phone] fax: [phone]
www.withersravenel.com I License No. C -0832

t.
landfill had reached capacity and was closed. In April of 2007, the Army Corps of Engineers
issued an Individual Permit for the South Wake Municipal Solid Waste Landfill, which is
valid until December 31, 2032. A Jurisdictional Determination was also issued in
conjunction with the IP.
Through coordination with the US Army Corps of Engineers, it was determined that the
jurisdictional determination issued in conjunction with the Individual Permit for the South
Wake Municipal Solid Waste Landfill was considered valid as long as the Individual Permit
was still valid. Therefore, the jurisdictional limits of the onsite wetlands and streams as
shown on the Wake County South Wake Landfill — Landfill Option 3 plan prepared by Hazen
and Sawyer, dated September 2006, are still considered valid and could be used for design
and permitting of the North Main Athletic Complex project. A copy of the Wake County
South Wake Landfill — Landfill Option 3 plan, with the current project site noted, has been
provided as an Appendix.
The Wake County South Wake Landfill — Landfill Option 3 plan identifies two jurisdictional
wetlands and three jurisdictional streams with the project site. However, the Wake County
South Wake Landfill — Landfill Option 3 did not include the southernmost portion of the
proposed project site. W &R conducted a site review with James Lastinger with the Corps of
Engineers on September 13, 2012 to review the southernmost portion of the project area.
Mr. Lastinger confirmed that this parcel did not contain jurisdictional wetlands, and the only
jurisdictional features present were two streams, which consisted of Little Branch and an
unnamed tributary to Little Branch. Please refer to the attached Wetland Location Exhibit for
the locations of onsite jurisdictional wetlands and streams.
Please note that Wetland A consists of a remnant meander in Little Branch which was
severed from the main channel when the NC 55 Bypass was constructed and the main
stream was connected to the culvert. The culvert installed beneath the NC 55 Bypass
resulted in realignment of Little Branch to flow directly into the culvert, thereby severing the
meander which is now identified as Wetland A on the Wetland Location Exhibit. Through
coordination with James Lastinger with the Corps of Engineers, it was determined that
Wetland A was previously assessed as an impact and mitigated for during the permitting of
the NC Hwy 55 By -pass project, and therefore does not require authorization for impacts to
this feature. Please note that Wetland A is not noted on the Impact Plans, and impacts to
Wetland A are not addressed in this PCN because this feature was previously permitted as
an impact and mitigated and therefore does not technically exist.
A pre- application meeting was conducted with Lauren Witherspoon of NCDWQ and James
Lastinger with the Corps of Engineers to review the original site plan. The original site plan
proposed a required connection to the NC Hwy 55 By -pass to be located in the southwestern
portion of the project area, which would have required crossing Little Branch. The site plan
WITHERS RAVENEL
[NGINEE RS I ILRNNElS 1 SURVEYORS
Page 2 of 4

has since been redesigned to provide the connection to the NC Hwy 55 By -pass in the
northwestern portion of the property, which will not require impacts to Little Branch.
The property for the North Main Athletic Complex site (PIN o649882114) was purchased by
the Town of Holly Springs from Wake County, and the deed was recorded on 7/19/13 (Deed
Book: 15368; Page: 1624).
Proposed Impacts
The proposed impacts consist of o.006 acres of permanent wetland impacts, 125 if of
permanent stream impacts and 24 if of temporary stream impacts.
Impact 1 will result in 81 if of permanent stream impacts for construction of an internal road
to provide access to the southern portion of the project area.
Impact 2 (44 if of permanent stream impacts & 24 if of temporary stream impacts) and
Impact 3 (0.006 acres of permanent wetland impacts) are necessary for improvements to
North Main Street. The improvements consist of the widening of N. Main Street for
construction of a right hand turning /storage lane for access to the park from N. Main Street.
The widening of the road for construction of the turning lane requires the extension of an
existing culvert beneath N. Main Street. The extension of the culvert will result in 44 if of
permanent stream impacts. A rip -rap dissipater must be installed below the outfall of the
culvert to reduce flow and prevent erosion. The rip -rap dissipater will impact 24 if of the
stream channel and has been designed to install the rip -rap within the stream channel so
that the top of the rip -rap matches the pre- construction contours of the stream bed and
banks. By installing the rip -rap at the pre- construction contours of the stream bed, the
natural flow and aquatic life passage will be maintained in the post development condition,
resulting in only temporary impacts.
Avoidance and Minimization
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 road improvements that
consist of the extension of an existing culvert (Impact 2) and construction of a right hand
turn /storage lane (Impact 3) for access from N. Main Street. Stream impacts at Impact 2 for
WITHERS & RAVENEL Page 3 of 4
ENGINEER] 1 PLANNER] I SURVEYOR]

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, resulting in only temporary impacts to the
stream. A cross - section detail of the installation of the rip -rap has been provided on the
Impacts 2 &3 Exhibit.
Mitigation
Because the proposed permanent wetland impacts are less than o.io acres and the
proposed permanent stream impacts are less than 150 If, no mitigation is proposed.
Stormwater Management Plan
The stormwater management plan consists of two wet detention ponds and a constructed
wetland. The Stormwater Management Plan is being reviewed by the Town of Holly Springs.
The current request Is for o.006 acres of permanent wetland impacts, 125 if of permanent
stream impacts and 24 if of temporary stream impacts (see the attached maps and PCN for
details).
Please feel free to call if you have questions or require additional information.
Sincerely,
—75
5 �.`--
Troy Beasley
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• Wetland Location Exhibit, USGS Quad & Wake Co. Soil Survey
• Wake County South Wake Landfill – Landfill Option 3 Plan
• Impact Exhibits
WITHERS & RAVENEL Page 4 of4
ENGINIIRS I PLANNE13 I SURVIVORS

\o�ot WAZr_14
y
O
Office Use Only-
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification CN) 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: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. 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
le. 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
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
North Main Athletic Complex
2b. County:
Wake
2c. Nearest municipality / town:
Holly Springs
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Town of Holly Springs
3b. Deed Book and Page No.
Book: 15368; Page: 1624
3c. Responsible Party (for LLC if
applicable):
Charles S. Simmons, Interim Town Manager
3d. Street address:
PO Box 8
3e. City, state, zip:
Holly Springs, NC 27540
3f. Telephone no.:
919 -557 -3924
3g. Fax no.:
919 -567 -1472
3h. Email address:
Charles. simmons0hollvsoringsnc.us
Page 1 of 10
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:
Troy Beasley
5b. Business name
(if applicable):
Withers and Ravenel
5c. Street address:
1410 Commonwealth Drive, Suite 101
5d. City, state, zip:
Wilmington, NC 28403
5e. Telephone no.:
910 - 256 -9277
5f. Fax no.:
910- 256 -2584
5g. Email address:
tbeasley @withersravenel.com
Page 2 of 10
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
PIN 0649882114
1b. Site coordinates (in decimal degrees):
Latitude: 35.667325 °N Longitude: - 78.838192 °W
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
±42.3 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Little Branch ( Stream Index: 18- 7- 6-1 -1)
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Cape Fear (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 currently consists of undeveloped woodlands. The property was previously part of the South Wake
Municipal Solid Waste Landfill Project (AID SAW - 2006 -20191 -292; DWQ Project # 1993 - 0818), and was to be a source of
fill for the landfill. However, excavation of the fill was never initiated. The general land use in the vicinity of the project
consists of a mixture of residential and commercial land use.
3b. List the total estimated acreage of all existing wetlands on the property:
±0.35 acres (Wetland A: 0.06 acres; Wetland B: 0.29 acres)
Please note that the wetlands within the project area are based on the wetland delineation approved during the permitting
of the South Wake Landfill Project, which is still valid. However, Wetland A consists of a severed stream meander which
is the result of the connection of the stream channel to the culvert under the NC Hwy 55 Bypass. Through coordination
with James Lastinger with the Corps of Engineers, it was determined that Wetland A was previously assessed as an
impact and mitigated for during the permitting of the NC Hwy 55 Bypass, and therefore does not require authorization for
impacts to this feature. Please note that Wetland A is not noted on the Impact Plans, and impacts to Wetland A are not
addressed in the PCN because this feature was previously permitted and mitigated and therefore does not technically
east.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,5339
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a multi -use public park.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction a multi -use public athletic park containing baseball fields, soccer fields, tennis
courts and greenway trail, as well as the construction of roads, parking and associated utilities (i.e. water, sewer and
electrical). The project will also require improvements to N. Main Street to provide an exclusive right turn/storage lane for
entrance to the park from N. Main Street. Standard commercial construction equipment will be used to construct the
proposed project.
Page 3 of 10
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 /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
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:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps issued a Final JD for the subject property during permitting of the South Wake Landfill (AID SAW- 2006- 20191-
292). The JD is still valid, and the Corps has determined that the JD associated with the South Wake Landfill project can
be utilized for permitting of the proposed project.
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.
The property was previously part of the South Wake Municipal Solid Waste Landfill Project (AID SAW - 2006 -20191 -292;
DWQ Project # 1993 -0818), and was to be a source of fill for the landfill. However, the Town of Holly Springs will be
purchasing the subject property from Wake County. The Corps of Engineers has confirmed that the proposed project will
be considered separate from the South Wake Landfill Project, and that impacts will not be considered cumulative with the
South Wake Landfill Project.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 10
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
Impact 3
®P ❑ T
Fill for road
improvements
Headwater Forest
® Yes
El No
® Corps
® DWQ
0.006 acres
2g. Total wetland impacts
0.006 acres
2h. Comments: Please note that impacts to Wetland A were not characterized here because Wetland A was previously
permitted as impacted during permitting of the NC Hwy 55 Bypass. Therefore, impacts to this feature do not require
authorization as impacts cannot be assessed to the same feature twice.
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 1
® P ❑ T
Fill
UT to Little Branch
❑ PER
® INT
® Corps
® DWQ
3
811f
Impact 2
®P ❑ T
Fill for Culvert
UT to Little Branch
® PER
[__1 INT
® Corps
® DWQ
8
44 If
Impact 2
Installation of Rip-
UT to Little Branch
® PER
® Corps
8
24 If
❑ P ® T
rap
❑ INT
® DWQ
3h. Total stream and tributary impacts
149 If
3i. Comments: Of the 149 If of stream impacts, 125 If is permanent and 24 are temporary.
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
01 ❑P ❑T
02 ❑ PEI T
03 ❑ PEI T
04 ❑P ❑T
4E Total open water impacts
4g. Comments:
Page 5 of 10
PCN Form – Version 1.3 December 10, 2008 Version

S. Pond or Lake Construction
If pond or lake construction proposed, the 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
5E 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 ❑ 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
impact
required?
61 ❑P ❑T
El 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 2 &3
Exhibit.
1b. 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

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ 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
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:
S. 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 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ 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?
48%
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:
Stormwater management will be provided through two wet detention ponds and a constructed wetland. The Stormwater
Management Plan is being reviewed and approved by the Town of Holly Springs.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Holly Springs
® Phase II
3b. Which of the following locally- implemented sormwater 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
❑ HOW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federaUstate /locaQ funds or the
® Yes ❑ No
use of public (federal/state) land?
1b. 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)?
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 NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® 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.
The project consists of a public athletic park which will not be a catalyst for additional development that could impact
nearby downstream water quality.
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.
Holly Springs sanitary sewer.
Page 9 of 10
PCN Form —Version 1.3 December 10, 2008 Version

S. 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?
❑ 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?
W &R reviewed the NC Natural Heritage Program database, located at htto: / /i)ortal.ncdenr.org /web /nha /nha- map-viewer,
to identify if there were any known occurrences of endangered species on or near the proposed project and the review
did not identify any recent occurrences of endangered species or critical habitat on the subject property or adjacent to the
project. Also, no endangered species or potential habitat was observed within or adjacent to the project. Furthermore,
the issuance of the previous 404 Individual Permit for the South Wake Landfill project, which included the current project
area, confirms that the proposed project will not result in impacts to endangered 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 classed 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? W &R
reviewed the NC State Historic Preservation Office's online database, located at: http:/ /ciis.ncdcr.-coy /haoweb /, 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 adjacent to the proposed project. Furthermore, the
previous issuance of the 404 Individual Permit for the South Wake Landfill project, which included the current project
area, confirms that the proposed project will not result in impacts to cultural or historic 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? www.nefloodmar)s.com
Troy Beasley — W &R
Authorized Agent
8/23/13
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
PCN Form —Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM

WITHERS 6rRAVENEL
ENGINEERS PLANNERS I SURVEYORS
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
applicationstrequests for the North Main Athletic Complex protect (PIN 0348882114).
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: QQQ� S�
Agent's Name, Address & Telephone: Signature of Client:
Troy Beasley / Withers & Ravenel. Inc. CyGI/1 k s S . Simif)'ion i, ��' Ir'1�OvJr`1 �'1G►iGr r"
(Name Print (Title) U
1410 Commonwealth Drive, Suite 101
Wilmington. NC 28403 (Signature)
Tel. [phone] Q� &14 R
Mailing Address
4- 6\ksjSpL ohs K)C 9C7 5'-40
City I I Stab&) 2ip
Phone: 919• SS`1. -6938
Email: C hCk(l.Q..S .5i Mr'YlOr1S Ll�c��l`�S(�r i/nS YK .US
115 MacKenan Drive I 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 tel: [phone] fax: [phone]

WETLAND LOCATION EXHIBIT,
USGS QUAD MAP &
WAKE CO. SOIL SURVEY

yy4 M�
+T
M
II ,
III
N. MAIN ATHLETIC COMPLEX
HOLLY SPRINGS WAKE COUNTY \ORTH CAR,
thm
,W
W
Z
a2
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it
a
Ir'll
v
WETLAND LOCATION EXHIBIT WITHER8 &- RAVENEL
ENGINEERS 1 PLANNERS 1 SURVIVOR:

r
c
�) Iff
N. MAIN ATHLETIC COMPLEX
HOLLY SPRINGS WAKE COUNTY NORTH CAR(

HrC
GRAPHIC SCALE
0 250 500
1 inch = 500 ft.

WAKE CO. SOUTH WAKE LANDFILL -
LANDFILL OPTION 3 PLAN

N
NOTES:
1 CONCEPTUAL ONLY, NOT FOR CONSTRUCTION.
2 EPJSDNG GROUND SURFACE ELEVATIONS OBTAINED
'')I a f s1' - ••�' •1 FROM 'DOSING SITE CONDITIONS' SHEET SO-1
PREPARED BY CUM AND DAZED FEBRUARY 10, 1999.
(' APPROVED PERMIT DRAW14M')
-, _ 1 - • L yK . / r r T,s�+ �1 TRANCE FACILITIES
3 JURISDICTIONAL LIMITS BASED UPON 'SOUTH WAKE
_- " .L 1, ✓ " I I'' SEE NOTE 8
'•�� '; -
LANDFILL JURISDICTIONAL SYSTEMS DIDJUTION'
PREPARED BY ECDSCRENCE CORPORATION, DATED
- - JANUARY 2005 AND APPROVED BY THE US ARMY
-UIVMPORUYET INTER IOTTENT STREAM CORPS OF ENGINEERS ON MARCH 15, 2008 AND
-
-„ _ I i, , •
'JURISDICTIONAL PLAT HUMMINGBIRD STE, PREPARED
NTERMITTaT -fFJWS t BY
MULKEY ENGINEERS AND CONSULTANTS, DATED
MARCH 18, 2008 AND APTRM BY THE US ARMY
_ t "^E— I�CULVHtT CORPS OF ENGINEERS ON MARCH 16, 2008.
♦ BUILD-OUT LIMITS SHOO DEPICT CONSTRUCTION
a= , 'i- - _ -� LIMITS FOR DISPOSAL AREAS, ACCESS ROADS AND
SIORMWATER MANAGEMENT STRUCTURES. OTHER
SUPPORT STRUCTURES THAT DO NOT IMPACT
CULVERT JURWCDpYAL AREAS MAY N07 BE SHOWN ON THIS
CRATING,
- - . _ - -'1_ _ _ Ij{C -•i - "i '�J - - - 5 LIMITS OF PROPOSED LJAEFTLI, ACCESS ROADS AND
- - /,,.. = '. '- - _ - _ _:-? '',, •, STORMWATER BASINS OBTAINED FROM 'LANDFILL
CONSTRUCTION BASE GRAOES', SHEET LC-1
f_ . �`•1 j �, !` f ' __ _, _ - t -=�'} A 0.t ANF li, NA' 55 8Y -PASS PREPARED BY CDM AND DATED FEBRUARY 10,
F` a'Jt' AC - -_ _- 1999. TiWS IS THE LAYOUT APPROVED FOR
INTERMITTENT STREAMS - "'�eP. - - -_ - -- -y ',0', ¢Ccr '' • _ •: , ' •1'; •1' _ , _ 't - l .�.. 1'', IY CONBTRLICTION BY NCOEHR SOLID WASTE SECTION IN
_ _ _ e �, g!� ' \';. f .t` - y \} •I" 1 FEBRUARY 1999
01101 AC, OSOLATED) - _ - - - _- - - •, _ - __ - _ I' I' �' I �', "�- B FOR DETAILED VIEW OF ENTRANCE FACILITIES, SEE
0005 AC. (ISOLATED) J _ _ _ ' _ _ - _ _ _ _ _ I I a l l . I i CRAVING WL -7
(La9 At 0;aATm)
y WA
"NT STCPMWATER BASIN
"""' � TNi
ISOLAP) -
50dLDN LINaAf>mtTAET_NTI[2MLi7EA1T STRU+I -
I _ _ NSL I
TT1147 �TENT STREAM - r
Eft TIP
LIMIT OF PROPOSED IMPACT
�_� rj7J7 AC. - ��If I �' _ - '.a _ILL 7IQ(j;'IjE0IMPACT
a'� 'In- ,�tl •� %''�,;' _ {� �' _ y , _ _ 'INTFNiIII'If?If 518EA�6'. ;;" �'T - �''; i� 3, �'•"
IIII,
JI
'''- '1.t'- _ - /T- - _ -_- - - - • t - 300' MIN _ t - - CULVERT
LEGEND
ENSD}NG STORMNVIITR UNIMPORTANT INTERMITTENT STREAM SEE DRAWING
z`�'. i:,: �.y" — �� _�.• - _ _ I ' - - `� i�',I L `- _� #- ��+T _ INTERMITTENT STREAMS SEE DRAWING
- - -_ - = AOW A� _ +,% _; I -=_ p ELT- S�'ORMINA R BASIN, TYP PERENNIAL STI81JA5 --- -��/ -� -C -�
0.1J AG, - _ I', I - _ -• 1 t f 1 {� i.
JURISDICTIONAL WETLANDS AND
MEASURED AREA
INTTD,IMT"T- $77EAMS 0.13 AC
-_
- 0.87 AC." = - _ _ _
OD5 At 7 - 4007 p ' I - I f -
"-. *`Z�? i z ..may �IJI'�s , ,'L'11'L _ �� -`' �I' ,'�• W- --•-
_-
III (.�-,T) I �S
19 At
-ANOEIPO{T`ANT INTFrA11,1ENT_S�
1 Y
MT65M 40 LF CROSSING- _ 5n _ -. -- _ _ _ - w ' �, = + _F o I MLYOft
- - - - _ PROPOSE040 LF 15TOSSgJG
IMPACT AREAS - LANDFILL
IMPACT AREAS - ENTRANCE
IMPACT AREAS - BORROW
FACILITY
STIES
UNIMPORTANT INTERMITTENT
937 LF
NONE
NONE
STEAMS
DESTINED JAB
DRAWN FTVS
CHECKED
THIS DOCUMENT ORIGINALLY
PREPARED AND SEALED BY JOHN
A BOVE, SEAL NUMBER 193911
THIS MEDIA SHALL N07 BE
CONSIDERED A CERTIFIED
DOCUMENT
— .u®,._
���T (� RR i=��
r7 A /_r' IN \A
iaC[111a <1111JJ111� MD (J
SIN101YT611� E rolne E8 d
4011 Wain= Blvd, RddgA, Nmlh CWUMu 27807
-- -- ,a-. n --IdeakT®ewer —�ww,—
INTERMITTENT STREAMS
2108 LF
NONE
80 LF
PERENNIAL STREAMS
4B LF
185 LF
IRO LF
SECTION 40N WETLANDS
8.73 A016
NONE
NONE
ISOLATED I ETLANOS
0.15 ACRES
NONE
NONE
aD7AC
PROJECT WE
300 150
a 300'
DESTINED JAB
DRAWN FTVS
CHECKED
THIS DOCUMENT ORIGINALLY
PREPARED AND SEALED BY JOHN
A BOVE, SEAL NUMBER 193911
THIS MEDIA SHALL N07 BE
CONSIDERED A CERTIFIED
DOCUMENT
— .u®,._
���T (� RR i=��
r7 A /_r' IN \A
iaC[111a <1111JJ111� MD (J
SIN101YT611� E rolne E8 d
4011 Wain= Blvd, RddgA, Nmlh CWUMu 27807
-- -- ,a-. n --IdeakT®ewer —�ww,—
WAKE
:fff19�C
SOUTH WAKE LANDFILL
LANDFILL OPTION 3
�S'ELEC' W OPTION)
a,II�W- .MV \QP11i1Lm,sea a,C�ibNVeses,. rer. if,aa.,r—
r— rw,. — .,,,.ter
THE SCALE BM
SHOYAI BEIDM
NRR ONE
I
ME aRIGNAI
DRAWING
awa.�s.�. r,err
GATE SEPTEMBER 2006
H k S JOB
NUMBER 30547
CNUMSEA NUMBER
WL -4
Hk5 FLAT FILE N0.
�_f4n \ew�w. a. awe.rs i
PRgI ENCR JAB
APPUCATI IN FOR DEPARTMeir
OFTNE
-- — - -I -- — w., etyma �_e,esUr.,es�m„�
_
�ED AL
JBARY
NO
+�
ISSUED FOt
W l RL -1!V WN]uW,Y b/
DATE
X\ . P�f9t
APPROVED
O

IMPACT EXHIBITS

SITE DATA
OVERALL AREA: +I- 42.3 ACRES
PIN 0 0649 -88 -2114
OWNERIDEVELOPER
TOWN OF HOLLY SPRINGS
128 S. MAIN Sr.
HOLLY SPRINGS, NC 27540
TOTAL IMPACTS
125 LF PERMANENT STREAM
24 LP TEMPORARY STREAM
0.006 AC WETLANDS
IMPACT 1,
IMPACTS
2 &3
CMW" WAY II
Firm
iiii ►
isi is is isi is is
-
�IIIII - Illlu
NORTH • OVERALL SITE PLAN •

a I t \ \
d /
/ IMPACT 1 \ \ \ \\ \ \ \ \ \ \ \ \ \
/ 81 LF \ \
PERMANENT �1 \\
STREAM 11 \ \\ \ \ \/� co \ \
PROGRESS / / Y EASFNIENT \ J \ — \ \ \ �_ 340
I l / LIMIT OF���
STREAM IMPA
EX /STyll�
l i //� • • 1 / // CULVERT
co �\ \ \ \\ \\ \
717 I
GRAPHIC SCALE
30 0 15 30 60
DATE. 8111111 / / / / / / / 1 inch = 30 ft.
NORTH MAIN ATHLETIC COMPLEX IMPACT 1 WITHERO & RAVENEL
u6uu�s 1 nwrrua I auRVnou
Town of Holly Springs Wake County North Carolina

I
I
yy - �� T 2
LF PERMANENT STREAM 8
LF TEMPORARY STREAM
EXTEND 36^ CULVERT
PER WIDENING PLANS
/ 12 x24' RIP -RAP
'bISSIPA11'OR PAb y
W'r FABR'W / sp
UNDERLINE /
i
TEMPORARY STR@AM /mm"
RIP -RAP TO INSTALLED SO
THAr*HE Td F TH& `I'
RI -RAP ��jIE NATUfAL
W C�NTOURS O�1EAM W
� .v 8077eM .y v v w •Y
/I 1 v yWETL4mDS .v v .v .v .v
1 � 1, 11, 1 IMPACT113 14,
11, Z74 Sf (O.QP4 AQ) /l
r— TOP OF BANK
TOP OF RIP RAP
TO MATCH RIP RAP
PRE - CONSTRUCTION
STREAM CONTOUR
TEMP. STREAM IMPACT TYPICAL SECTION
NTS
I DATE: 8113113
SSo gg
I �OyE 1
r
/
Al /r l l Il +
i
I
I
OF EXI I +o
36^ CU� N
La
x
I �
I z
z
� GRAPHIC SCALE
11 30 0 1 1 W 60
1 inch - 30 ft
II NORTH MAIN ATHLETIC COMPLEX III IMPACTS 2 & 3 III WITHERS & R,e►VENEL II
t!!1lttlt 1 �lA!!t!t 1 1YlYttOlt