20190501 Ver 1_PCN Form Submission_20190416

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r, Yes
r No
Is this project a public transportation project?*
r Yes O No
Change only if needed.
BIMS # Assigned*
Version#*
20190501
1
Is a payment required for this project?
C No payment required
What amout is owed?*
r Fee received
r $240.00
G Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Louisburg High School Athletic Stadium
1a. Who is the Primary Contact?*
Deborah Shirley
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
4/16/2019
Nearest Body of Water
Tar River
Basin
Tar -Pamlico
Water Classification
WS-IV;NSW
Site Coordinates
Latitude:
36.111172
Longitude:
-78.310102
tc. Primary Contact Phone:*
[phone]
A. Processing Information W
County (or Counties) where the project is located:
Franklin
Is this project a public transportation project?*
C Yes G No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (MNP)
r- Regional General Permit (RGP)
r- Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes C No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
r Non -404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1e. Is this notification solely for the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?
C Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C Yes C No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C Yes C No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
C Yes C No
C Yes C No
C Yes C No
1j. Is the project located in a designated trout watershed?
C Yes C No
B. Applicant Information (^)
1d. Who is applying for the permit?
m Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
C Yes C No
2. Owner Information
2a. Name(s) on recorded deed:
Franklin County Schools
2b. Deed book and page no.:
2c. Responsible party:
Dr. Larry Webb
2d. Address
Street Address
53 West River Road
Address Line 2
cfty
Louisburg
Postal / Zip Cade
27549
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
Site / Rovince / Fagion
NC
Country
United States
2f. Fax Number:

1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Louisburg, NC
2. Project Identification
2a. Property Identification Number:
2806-40-9102,2806-40-4858
2c. Project Address
Street Address
Allen Ln.
Address Lire 2
aty
Louisburg
Fbstal / Zip Code
27549
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Tar River
3b. Water Resources Classification of nearest receiving water:*
WS-IV;NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12 -digit HUC in which the project is located.
030201010303
4. Project Description and History
2b. Property size:
+/-58
State / Province / Riagion
NC
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
EAsting conditions on the site consist of wooded land with utility easements around the perimeter of the property and to the north, and old road bed with a culvert leading into the
property. The property is bound by the Tar River to the Southwest, a perennial stream to the west and north, and a intermittent stream bisects the property. Additionally, there is a
wetland area located within the floodway/floodplain of the Tar River, and there are three (3) additional wetland areas adjacent to streams. General land use in the vicinity of the project
consists of residential, agricultural, and institutional.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes 0 No O Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
1.08MB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 330.8KB
4f. List the total estimated acreage of all existing wetlands on the property:
Appropmately 0.93 acres
4g. List the total estimated linear feet of all existing streams on the property:
Appropmately 5,015 LF
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to provide access for a high school athletic stadium.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction a high school athletic stadium, including but not limited to a road, parking, utilities and stormwater device. Specifically, this project will
require impacts to a stream and riparian buffers for an access road. Equipment such as bull dozers, bucket loaders, excavators and other typical equipment used for land disturbance
and construction will be utilized for this project.
4j. Please upload project drawings for the proposed project.
C-1 OVERALL EXISTING CONDITIONS PLAN.pdf 1.52MB
C-2 OVERALL PROPOSED CONDITIONS PLAN.pdf 1.56MB
C-5 CULVERT PROFILE.pdf 797.66KB
5. Jurisdictional Determinations
So. Have the wetlands or streams been delineated on the property or proposed impact areas?
O Yes 0 No 0 Unknown
Comments:

5b. If the Corps made a jurisdictional determination, what type of determination was made?*
O Preliminary C Approved O Not Verified d Unknown 4 WA
Corps AID Number:
AID No. not issued to date, PJD package sent on October 19, 2017
Sc. If Sa is yes, who delineated the
Name (if known):
Agency/Consultant Company:
Other:
areas?
Steven Ball
Soil & Environmental Consultants, PA
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
USACE: Jurisdictional wetlands and stream field verified by Andy Williams on 11/27/2017; NCDWR: Riparian buffers field confirmed by Andy Neal with the NCDWR on 10/26/2017.
SM. Jurisdictional determination upload
17-372 - Louisburg High School.pdf 1.68MB
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
To my knowledge there are no additional Department of the Army permitslauthorizations needed for this project.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
❑ Wetlands ® Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
98 12
31. Total stream and ditch impacts:
110
3j. Comments:
Temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check at that apply.
❑ Neuse
❑ Catawba
❑ Goose Creek
❑ Other
V Tar -Pamlico
❑ Randleman
❑ Jordan Lake
I6b. Impact Type 11 6c. Per or Temp 11 6d. Stream name 11 6e. Buffer mitigation required? II6f. Zone 1 impact II6g. Zone 2 impact
Impact 1 -Road Crossing P UT to Tar River No 5,067 2,629
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact *
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
Impact 1 -Road Crossin
P 9
Permanent
Culvert
GUT to Tar River
Intermittent
Both
4
64
Average (feet)
(Ir�rfeet)
82
Impact 1 -Dissipater
Permanent
Other
GUT to Tar River
Intermittent
Both
5
34
(Permanent -No Permanent
Average (feat)
(bear fed)
Loss)
Impact 1 -Construction
P
rt�]
Other
�
GUT to Tar River
Intermittent
Both
Access
Average (feet)
(Grear feet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
98 12
31. Total stream and ditch impacts:
110
3j. Comments:
Temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check at that apply.
❑ Neuse
❑ Catawba
❑ Goose Creek
❑ Other
V Tar -Pamlico
❑ Randleman
❑ Jordan Lake
I6b. Impact Type 11 6c. Per or Temp 11 6d. Stream name 11 6e. Buffer mitigation required? II6f. Zone 1 impact II6g. Zone 2 impact
Impact 1 -Road Crossing P UT to Tar River No 5,067 2,629

Impact 2 -Road Fill Slope T Uf to Tar River No 011
1,326
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 1,326.00
Zone 1 Zone 2
Total Permanent impacts: 5,067.00 2,629.00
Zone 1 Zone 2
Total combined buffer impacts: 5,067.00 3,955.00
61. Comments:
Supporting Documentation
C-3 IMPACT MAP #1.pdf
C-4 IMPACT MAP #2.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
202.55KB
150.05KB
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The applicant contracted with S&EC to complete a stream, wetland and Tar Pamilco River Buffer evaluation for the property in order to identify the
natural resources so that the project engineers could design a site plan that would minimize impacts to wetlands, streams and riparian areas to the
maximum extent practicable. The project includes one road crossing and one (1) fill slope area necessary for road construction. Impact Area #1 is a
proposed road crossing to an intermittent stream. This proposed crossing will result in 64 linear feet of permanent stream impact for a culvert, 34
linear feet of permanent, no permanent loss stream impact for a rip -rap dissipater, and 12 linear feet of temporary stream impact for construction
activities. The permanent impacts are necessary to provide access to the western side of the property. This crossing has been designed to be a
perpendicular crossing to minimize the stream and buffer impacts to the maximum extent practicable. Impact Area #2 is a proposed fill slope for the
perimeter road for the athletic field. This impact area has been redesigned to avoid Zone 1 impacts. This impact is a fill slope necessary for the road,
and will be regraded and vegetated, and does not compromise the vegetation of Zone 1. This impact is considered an exempt activity, but we have
included as a courtesy.
tb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Per the project engineer, pump around, silt fencing, coffer dams
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?
O Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why -
Proposed permanent impacts to jurisdictional waters of the US/State have been minimized and are below the 150 linear foot, the compensatory mitigation threshold typically required by
the USACE-Raleigh Regulatory Field Office.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
0 Yes d No
What type of SCM are you providing?
❑ Level Spreader
❑ Vegetated Conveyance (lower SFNVT)
❑ Wetland Swale (higher SHWT)
m Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
C-6 POST CONSTRUCTION DRAINAGE MAP.pdf 1.18MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOTs Individual NPDES permit NCS000250?*
0 Yes 0 No

2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
O Yes C No
Comments:
The project is proposing a Constructed Wetland that will be reviewed by Franklin County.
G. Supplementary Information U
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
O Yes 6 No
Ib. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
C Yes G No
Comments:*
No per the project engineer.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
C Yes 6 No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C Yes O No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that publically funded developments may or may not
result in cumulative impacts. For instance, the development of a regional, public park or new library is unlikely to result in cumulative impacts. The
Louisburg High School Athletic Stadium project will be an institutional development. Additionally, this project is located within the jurisdiction of Franklin
County, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the
Water Supply, Watershed Protection Program which limits development densities as well as requires protective riparian buffers; 2) the Tar-Pamlioo
River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition to "diffuse
flow' requirements and could require Best Management Practices that control nitrogen if diffuse flowcannot be achieved; and finally 3) the Phase II
NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to
post -construction storrn ester management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?
O Yes C No C NIA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Non -discharge
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
O Yes C No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes C No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
C Yes C No O Unknown
5e. Is this a DOT project located within Division's 1-8?
C Yes d No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes C No
5g. Does this project involve bridge maintenance or removal?
C Yes d No
Sh. Does this project involve the construction/installation of a wind turbine(s)?*

d Yes d No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
O Yes O No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
S&EC performed a records search of all federally protected species documented by the North Carolina Natural Heritage Program (NHP) within a 1 -mile
radius of the project site and all federally protected species documented by the US Fish &Wildlife Service (USFWS) to occur in Franklin County, NC.
S&EC completed a "self -certification" but also submitted a concurrence request to the US Fish & Wildlife Service (USFWS). John Ellis with the USFWS
provided a response via email and requested "We would like to see enhanced erosion control measures be incorporated in areas which may drained
to streams or the Tar River if possible. Also keeping a close eye on maintaining them before and after rainfall events to insure they are functioning
properly. ", I have attached his email for reference. We have requested a letter from the USFWS to document the request but have not received to
date.
Consultation Documentation Upload
USFWS Concurrence Request Response_04-09-19.pdf 161.8KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
d Yes d No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Fisheries Essential Fish Habitat Mapper was reviewed on January 8, 2019.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service was referenced on January 8, 2019. No historic listings, study list entries, or
determined eligible listings were identified with the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
O Yes 6 No
8b. If yes, explain how project meets FEMA requirements:
Per the project engineer, approximately 22 LF of 8" PVC Gravity Sanitary Sewer Line will be installed within the 100 -year Floodplain, where it will tie
into an existing Sanitary Sewer Manhole. The activity should not result in above grade fill.
8c. What source(s) did you use to make the floodplain determination?*
The NC Floodplain Mapping Program's Flood Risk Insurance System was used.
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
Signature U
G? By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Deborah E. Shirley
Signature
Date
4/16/2019

Environmental Consultants,
8412 Falls c'f \ cuss itnad Suite 1114, 17alcigli, NC "_7Cil i • Phnnc: (919) R4fi-59(N7 •
Fav(919)846-91467
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: S&EC Project #
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to 'Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address:
Watershed:
PROPERTY OWNER INFORMATION: ,,// 1 r
Name: � c_IrJ r x l& Pa. 2-tv
Address: S3 �,% f r 2)7� u r /V c- 7
Phone No.: 01A - qq&_ Mobile No.: q1q - 0 �2
Email: �" W e 6o(, @ ha As .yid
F wi ti & 10 l
Property Ow er ( ease print) Date'Pr�+
'Property -owner Signat re
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

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Project Number: Map Title: N
13323.W1 0 1,000 2,000
Project Manager: Figure 2- Soil Survey Map I i i i I i i i I
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Scale: 1 IV = 1000' Franklin County, NC
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Date: Franklin County w112 FAR. or;V—R"Swk iW Rd6p).:CMI5-Fb--(9M816-MU- F'—(919)"61w
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Louisburg High School
Franklin County, NC
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Source:
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Date:
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Deborah Shirley
From: Ellis, John <[e-mail]>
Sent: Tuesday, April 9, 2019 9:09 AM
To: Bob Zarzecki; Leigh Mann
Cc: Deborah Shirley; Williams, Andrew E SAW
Subject: Re: [EXTERNAL] Louisburg H.S. Stadium Project - USFWS Concurrence Request
We would like to see enhanced erosion control measures be incorporated in areas which may drained to streams or the
Tar River if possible. Also keeping a close eye on maintaining them before and after rainfall events to insure they are
functioning properly.
John
On Fri, Mar 22, 2019 at 2:16 PM Ellis, John <]ohn [e-mail]> wrote:
Thanks
On Fri, Mar 22, 2019 at 2:08 PM Bob Zarzecki <[e-mail]> wrote:
John:
It's still early in the design process, but here are the draft plans so far. I shaded the approximate
limits of disturbance in orange. I think they're roughly 400+ feet from the Tar River and maybe 700+
feet from the tributary perennial stream to the north and 50+ feet from the intermittent tributary
steam with the exception of the road crossing.
They show a stormwater BMP in the southeast corner. I believe that it's a wet detention pond.
50' Tar -Pam buffers exist the two streams and the Tar River.
Hope this is helpful.
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
From: Ellis, John <iohn [e-mail]>
Sent: Friday, March 22, 2019 1:45 PM
To: Bob Zarzecki <[e-mail]>

Cc: Deborah Shirley <[e-mail]>; Williams, Andrew E SAW <[e-mail]>
Subject: Re: [EXTERNAL] Louisburg H.S. Stadium Project - USFWS Concurrence Request
Also include the proposed storm water controls for the impervious surfaces associated with those areas.
On Fri, Mar 22, 2019 at 1:43 PM Ellis, John <iohn [e-mail]> wrote:
Thanks, but I'm sorry I didn't clarify better. Can you provide the total area to be cleared for the road, stadium,
parking, etc? Due to the proximity to waters with listed species, the total project area not just the impact area is of
interest.
John
On Fri, Mar 22, 2019 at 10:22 AM Bob Zarzecki <[e-mail]> wrote:
John:
Attached is the draft impact map of the stream crossing area. I highlighted the proposed clearing
in the riparian buffer at the road crossing of the stream that will require a permit from the USACE.
Let me know if you need anything else.
Thanks!
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
From: Ellis, John <iohn [e-mail]>
Sent: Friday, March 22, 2019 9:20 AM
To: Bob Zarzecki <[e-mail]>
Cc: Deborah Shirley <[e-mail]>
Subject: Re: [EXTERNAL] Louisburg H.S. Stadium Project - USFWS Concurrence Request

Can you show on a map what all areas will be cleared? I will check with our botanist in regards to the sumac.
John
On Thu, Mar 21, 2019 at 6:13 PM Bob Zarzecki <[e-mail]> wrote:
John:
Please see attached request for concurrence of our findings for the proposed project. Most of the
sensitive species are mussels in the Tar River. However, the project will not be close to the river.
The Federal permit is a NWP for an access road back to the stadium. We defined the action
areas as the stream crossing itself. Please let us know if you have any questions or concerns or
would like to visit the site. Otherwise, please email us the concurrence letter when you're able to
do so.
Thanks!
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone] Office Phone
[phone] Direct Line
[phone] Fax
[phone] Mobile
bzarzecki(a)sandec.com
Visit us at SandEC.com!

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D E S I G
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803/356-0507
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
LOUISBURG HIGH
SCHOOL ATHLETIC
STADIUM
PROJECT TITLE
WCPSS PROJECT #: 861-0506
O
/ A _
N!L 'QN
1. THIS DRAWING IS THE PROPERTY AND ©BOOMERANG DESIGN - MBAJ
ARCHITECTURE P.A. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT
OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE
SAME MEANING AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT.
3. DO NOT SCALE OFF DIMENSIONS.
REVISIONS
NO. DATE DESCRIPTION
NCDEQ-DWR SUBMITTAL
PROJECT PHASE
BOOMERANG DESIGN PROJECT NUMBER
03/20/2019
DRAWING RELEASE DATE
STORMWATER
DRAINAGE MAP
SHEET TITLE
C-6
SHEET

IMPACT MAP #2 ------= -
\\ C\2coZ
0iz-
\ I \ \ \\ \ \ \ \ \ V o X4 013 0130
IMPACT TABLE \ \\ 1 \\ \ ` ��\ �� \\ `\ \ \ \ p o
CQ
\\ I \\ \ \ \\ \\ \ \ \\\\ \�
\ \\ \\ 1 PACT ARE
STREAM 'C' \ ��
TOTAL BUFFER IMPACT
AREA (ZONE 2)
1,326 S.F. (0.030 AC)
IMPACT LEGEND \ _ — i=
A 8 \ \ \ J — LuIMPACT
�—
DELINEA TION
TAR-PAMLICO IN
\ \ \ \\ \\ \ \ ���RlzoroEij� \ �-
RIPARIAN BUFFER
\ \ \ \ \ T \
IN
\ O
GRAPHIC SCALE X20
40 0 20 40 80 160 m \
sn
W _ m o 0
LL z
( IN FEET) z w w
1 inch = 40 ft. SCALE: 1 " = 40' ® o o U
IMPACT TYPE SQUARE FT. ACRES LINEAR FT.
LOCATION CH ONLY
IMPACT AREA #2 TAR-PAMLICO
RIPARIAN BUFFER 1,326 S.F. 0.030 AC -
(ZONE 2)
��P

IMPACT MAP #I
IMPACT TABLE
IMPACT
TYPE
SQUARE FT.
ACRES
LINEAR FT.
LOCATION
CH ONLY
IMPACT AREA #1
STREAM
PERM. IMPACT
285 S.F.
-
64 LF
STREAM
(PERM. IMPACT-
NO PERM. LOSS)
173 S.F.
-
34 LF
STREAM
TEMP. IMPACT
55 S.F.
-
12 LF
STREAM (TOTAL)
513 S.F.
-
110 LF
TAR-PAMLICO
RIPARIAN BUFFER
5,067 S.F.
0.116 AC
-
(ZONE 1)
TAR-PAMLICO
RIPARIAN BUFFER
2629 S.F.
0.061 AC
-
(ZONE 2)
40
IMPACT
DELINEA TION
STREAM
(PERM. IMPACT)
j
STREAM ...............
(PERM. IMPACT- WWI.
1LOSS).•••.•••.•••.•••.•••.•••.•••.
STREAM
(TEMP. IMPACT)
TAR-PAMLICO
(ZONERIPARIAN BUFFER
RIPARIAN BUFFER
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
A co
Xi 01)
\\ \ \\ \\ \\\ \\\ \\ \ \ A30 ocq
rn rn
TOTAL BUFFER IMPACT
SA1�65��\4
AREA (ZONE 2) ;
1,335 S.F. (0.31 AC) PG
S �ot ve
�
a 0
TOTAL BUFFER IMPACT
AREA (ZONE 1) _ IN
2,698 S.F. (0.062 AC)
\ \ i
\ � � SS
, \ RAMTCTOTAL STREAM (PERM. 0 \ Z
IMPACT -NO PERM. LOSS)
AREA = 173 S.F.
TOTAL STREAM (PERM.
IMPACT) AREA = 285 S.F.
TOTAL BUFFER IMPACT
AREA ZONE 1 =
Z369 S.F. 0.054 AC
TOTAL BUFFER IMPACT
AREA (ZONE 2) _
1,294 S.F. (0.0. AC)
160
A6 CULVERT 1
STREAM
—� WET AND 'W1'
DIAMETER: 42" — \
i
/ INVERT UP: 222.85 / \
_ W INVERT DOWN. 222.30 TOTAL S�EAMI (TEMP.
_ LENGTH. 62' (PACT ARF.9_=_ 554F
/ MPACT AREA #
I /
/
SCALE: 1 " = 40'
D
cid
U
Lu
J
J
O
O
V
m N �
N M �
D D
CD O
LL Z
—o
D Z w
3Q o
O o
M
V

Water Resources
ENVIRONMENTAL QUALITY
October 26, 2017
Dr. Larry Webb
Franklin County Schools
53 West River Road
Louisburg, NC 27549
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
RRO #17-372
Franklin County
Determination Type:
Buffer
Intermittent/Perennial
❑ Neuse (15A NCAC 2B .0233)
Soil
Survey
® Tar -Pamlico (15A NCAC 26 .0259)
El Intermittent/Perennial Determination (where local buffer
X
ordinances apply)
❑ Jordan (15A NCAC 213 .0267)
X
(governmental and/or interjurisdictional
B
projects)
Off property
Project Name:
Address/Location:
Stream(s):
Louisburg High School
Allen Lane Louisburg, NC
Tar River
Determination Date: 10/26/2017
Staff: Andy Neal
Stream
E/UP* Not Subject Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
X
Off property
Off property
X
X
B
X
Off property
Confluence with A
X
X
C
X
DWR flag
Confluence with B
X
D
X
Off property
Confluence with B
X
X
E
X
Off property
Confluence with B
X
F
X
X
G
X
X
*E111P = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Franklin County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present.
Streams that are checked "Subject' have been located on the property and possess characteristics that qualify it to be
at least an intermittent stream. There may be other streams located on the property that do not show up on the
maps referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.nedenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center; Raleigh, NC 2 7699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
g
s regardin dere ' ation, please feel free to contact Andy Neal at [phone].
'0�v
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball; S&EC, 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 [sball(asandec.com]

17-372: Louisburg High School
Legend:
Approximate Site Boundary: Q
Sheet #10
Map provided by NCDEQ Division of Water Resources
:: Locations are approximate and are provided for reference only ::

17-372: Louisburg High School
srna
Legend:
5 Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary: 4 Sr
Locations are approximate and are provided for reference only
LJ V

RI �22R6
<
UT. 2 \
H-6 \\
\ \\\
Ss, \ \\
SSS \S 8„PVC
�S
CLASS 1 RIPRAP DISSIPATOR: \
26"T X 241 X 9'W \ -
\ \ \
-LAR 2AMLICO BUFFER
\
" RPZ IN � \ TAR_PAMLICO BUFFER
KZTBOX (IRRIGATION)
230
225
220
215
75T
232.90T
FINISHED GRADE
FG ELEV 222.70'
FES INVERT OUT 221.95' _
EXISTING GRADE- \
6” �WDIP
WATERLINE
CROSSING
\2J 227.90T
15" RCP
STORM
. CROSSING
W
L1
229.05
1 227.15 1
227.40T
CULVERT 1 PLAN
1 6" DIP WL
CLASS 1 RIPRAP DISSIPATOR
26"T X 241 X 9'W
15" RCP
STORM
10+00 11+00
II,` 0211FRIA
DAM
CULVERT 1 PROFILE
GRAPHIC SCALE
w o m a eo
( IN FEET )
1 inch = 40 ft.
HORIZONTAL: 1"=40'
VERTICAL: i"=4'
TEMPORARY
COFFER DAM
/
12+00
160
230
225
220
J 215
12+50
0 TYPE STONE
A o 0 oa'o A
000 08000
0 0o- C)0 0( � �Oo 0
00ow�� O °Oo� 00° °�
D° W� o Q) oS�o0 00 008 °0 0
0o Off° OoOggo�CR�Oo II �gogg() 0p�o0 00 0 00 o 6 00000 3 p0o 000 0 0
O o �Op00o 0 °0 o O
0 0 00 °0000
D° = OUTLET PIPE DIAMETER ° a' O o
PLAN (AMOCO 2006 OR
(OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL) SECTION A -A EQUIVALENT) FILTER
BLANKET
L
B 0001 gocz
000 o�0000� 0�
Ooom�O O 0� 0 ° °w' coOo
O o8
�0 MCWi ° o 0 00 0 8 00� °0
° o° 0 o°°o0a �a3oo,^°a
0 0 ° o�o0 800°� ��
o OoCC 00Y�Oo0
D° = OUTLET PIPE DIAMETER Q- i>
PLAN
(OUTLET TO WELL DEFINED CHANNEL)
v
0
0
0
�N
PERMANENT OUTLET PROTECTION
OUTLET
Dso
DMax
RIP RAP
APRON
1}IIC
APRON
LENGTH
APRON
WIDTH
PROTECTION
(INCHES)
(INCHES)
CLASS
(INCHES)
(FEET)
(FEET)
CULVERT 1
10
17
1
26
24
9
TYPE STONE
0
SECTION 8-B \ FILTER BLANKET
(AMOCO 2006 OR
EQUIVALENT)
NOTES:
1. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL
BE FLUSH WITH NATURAL GRADE OF THE RECEIVING
CHANNEL.
2. VEGETATE ALL DISTURBED AREAS WITH VEGETATION
IMMEDIATELY AFTER INSTALLATION.
J. SEE EROSION CONTROL PLAN FOR APRON DIMENSIONS.
MAINTENANCE NOTES:
1. RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY AND AFTER
EVERY RAINFALL EVENT.
2. REPAIR DISLODGED STONES TO DESIGN DIMENSIONS IMMEDIATELY.
3. IF MORE SUBSTANTIAL DAMAGE OCCURS, NOTIFY ENGINEER TO
DETERMINE A REPAIR SOLUTION.
RIPRAP OUTLET PROTECTION DETAIL
No
o ,
C= �1
0 0
00
2' MIN. o oo= SAND BAGS
0 0 00
0 00000
s'
go on
TEMPORARY COFFER DAM DETAIL N.T.s I
APPLICANT INFORMATION:
OWNER. THE FRANKLIN COUNTY BOARD OF EDUCATION
OWNER CONTACT DR. LARRY WEBB
53 WEST RIVER ROAD
LOUSIBURG, NC 27549
919-496-2600
N.TS
IR
..
boomerang
D E S I G N .
rethink, repurpose, results '
SHELBY
CHARLOTTE
201 Washington St., Suite 200
1230 W. Morehead St., Suite 214
Shelby, NC 28151
Charlotte, NC 28208
704/406-6000
704/731-7000
RALE 1 G H
LEXINGTON
9131 Anson Way, Suite 204
1070 S. Lake Dr., Suite A
Raleigh, NC 27615
Lexington, SC 29073
919/573-6400
803/356-0507
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
LOUISBURG HIGH
SCHOOL ATHLETIC
STADIUM
PROJECT TITLE
WCPSS PROJECT #: 861-0506
�P
O
Q � �
5�
GO
1. THIS DRAWING IS THE PROPERTY AND ©BOOMERANG DESIGN - MBAJ
ARCHITECTURE P.A. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOTTO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT
OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE
SAME MEANING AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
DEFINED ELSEWHERE ON THIS PROJECTOR OTHER DRAWINGS OF THIS PROJECT.
3. DO NOT SCALE OFF DIMENSIONS.
REVISIONS
NO. DATE DESCRIPTION
NCDEQ—DWR SUBMITTAL
PROJECT PHASE
BOOMERANG DESIGN PROJECT NUMBER
03/28/2019
DRAWING RELEASE DATE
CULVERT EXHIBIT
SHEET TITLE
SHEET

ANI E INONI /
///
STREAM 'B'
ALLEN'S CREEK)
STREAM 'O'
.........'.'.' ' R�P LCO l /
I �- '•'•' �UFiF�R l l /
�\\
I
WETLAND 'W2'
STREAM 'E'
namxvANfuNfr __ �..
DJO ffIImKf Af fI060f- � -- -
a \
WETLAND 'W3' i��%' .............. /. / \
7
........ / / /
/ -- /—�
l —�
�
S TR EA C \ \ i
\ fNf1!
A MIW/ / I�
...Aa fm PAL M
.
STREAM 'B' ::: / / -/- \ S
ALLEN'S CREEK) / �' / / / / �� \ I V A C L #2
/ i \
X
ON
i�
1 I �
� I
wo
1
r
� �� �.` •I,''�,I�', �F}`.lig � ,,il���� �I I�I� "���X�f ��ill
1
WIN,
,o ',Ills
STREAM 'A'
(TAR RIVER)
RLW- A7
L
F}�..i!•11 � I &WETL�11
o�
}rx a • •
*+ I
1
I,
Af0 1\
T
✓ Af
ll li llll lllill \
I
VICINITY MAP ENTS)
APPLICANT INFORMATION:
THE FRANKLIN COUNTY BOARD OF EDUCATION
OWNER CONTACT DR. LARRY WEBB
53 WEST RIVER ROAD
LOUSIBURG, NC 27549
919-496-2600
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
800
oomerang
D E S I G N
rethink, repurpose, results A J
SHELBY
CHARLOTTE
201 Washington St., Suite 200
1230 W. Morehead St., Suite 214
Shelby, NC 28151
Charlotte, NC 28208
704/406-6000
704/731-7000
RALE 14123 H
LEXINGTON
9131 Anson Way, Suite 204
1070 S. Lake Dr., Suite A
Raleigh, NC 27615
Lexington, SC 29073
919/573-6400
803/356-0507
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
LOUISBURG HIGH
SCHOOL ATHLETIC
STADIUM
PROJECT TITLE
WCPSS PROJECT #: 861-0506
�P
O
5�
O
G�
1. THIS DRAWING IS THE PROPERTY AND OBOOMERANG DESIGN - MBAJ
ARCHITECTURE P.A. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT
OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE
SAME MEANING AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT.
3. DO NOT SCALE OFF DIMENSIONS.
REVISIONS
NO. DATE DESCRIPTION
NCDEQ-DWR SUBMITTAL
PROJECT PHASE
BOOMERANG DESIGN PROJECT NUMBER
03/28/2019
DRAWING RELEASE DATE
OVERALL PROPOSED
CONDITIONS PLAN
SHEET TITLE
C-2
SHEET

PC SIR
KK iM( PYi
\ Vp•
or
� � STREAM 'B'
ALLEN'S CREEK
STREAM 'D'
......
/ %' / / / / /
O"R/ 1/ l/ 1
,//� .
WETLAND W2 /, / lI I I I I .. .. 12
......... :�:�, .:.• • ...:: STREAM E
----- /
mom
waW«n. moi, — — � � � 21 z
Xe
Xe
_ — — —
WETLAND 'W3' ,��; � ':'ti'.'.'..
_ /
.
............................ _
..'.'.
.:. / / /// // / / \ \ \ \ \.. •'� .. \ \ 1 I I ice'%/' \ � � \ � \\ / / \
�44 X
Cor
411
I
STREAM B // :./:. / / // /r ,�f - >-v
(AL L ENS CREEK) / / ,� //// / ' / /// i /�-�\ \\\� \ \\�(C ARLA #21
I
_ I I I 'l:' �.: �� / /� I III / // / / _ --- // ,— —'o \\ \\\ `\_`\ `\`\ \\ \\ _------ •'•' \\�' �\ \ 1 / / // / /J � / � /
/
\� I / \ I / / j / I 11 i/ / i / // �/ `\ \\ \ \ \\ \\� � ::I� ► ► I I // ,/ l / I V,-Ibl / Lor.
im A A k# 1
• /� ' �/ / /// // / / / / I I I \ \ \\1 l \ \ \ \
•'1'.'. � \ \ \.i / tea\ \ e\ \ I I
\--_
\\ \ \ \ ,/STREAM C \\ \ \ \ \ \ -
\�V/ -----
\ \ 1 I \•• \ \ \ \ _ \ \\ \ 1\ \ �_._--\—,>\���/ / � \ I I �// j� __,,,'� \ \� \� \\\\\\\\\�\\\\ \\\ \\ FES -r\.. .. . ..�
\-_S
\\ \\\\\
� �
WETLANDS W1
\
\\ \ 1 I VIII I ► I I� Illl I/I f I\I \ \ \ �I 1 \ \ \ �\ \I///\ l I _ �, , /
•• \\ / ••• s�, \ \ \ 1 I I U III 1 1 \ 1 —\ \ \ / / I / \ \ \ \ 1 \�\ \ \ I \ < I � � a�Fl
-SAX,-
77-
_j)%/X l l
\\ ....1......... •/� � \ \ \ \III I 1 �� __ \ \ � \\ \\� / �/ \ ,, � / , I
\\—_—\
'� \�\ � \ \• \ -�,�1��/�\ \ I I I Ij I I I I I ll \`\/�////�/i/�/� ��I\ � --- — _—\ �\\ _—\ \ \ � I I I I
/z
STREAM 'A' \ =y\_�\\\\� /- % // _/ -----
TAR RIVER)
\ \.'.. WE I LAND \W4
_
VICINITY MAP ENTS)
APPL ICA N T INFORMA TION:
OWNER: THE FRANKLIN COUNTY BOARD OF EDUCATION
OWNER CONTACT.' DR, LARRY WEBB
53 WEST RIVER ROAD
LOUSIBURG, NC 27549
919-496-2600
GRAPHIC SCALE
,00 D so
( IN FEET )
1 inch = 100 ft.
400
oomerang
D E S I G N
rethink, repurpose, results A J
SHELBY
CHARLOTTE
201 Washington St., Suite 200
1230 W. Morehead St., Suite 214
Shelby, NC 28151
Charlotte, NC 28208
704/406-6000
704/731-7000
RALE 14123 H
LEXINGTON
9131 Anson Way, Suite 204
1070 S. Lake Dr., Suite A
Raleigh, NC 27615
Lexington, SC 29073
919/573-6400
803/356-0507
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595
LOUISBURG HIGH
SCHOOL ATHLETIC
STADIUM
PROJECT TITLE
WCPSS PROJECT #: 861-0506
1. THIS DRAWING IS THE PROPERTY AND OBOOMERANG DESIGN - MBAJ
ARCHITECTURE P.A. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON
REQUEST.
2. MATERIALS, DIMENSIONS AND ALL OTHER CONDITIONS WHICH ARE NOT
OTHERWISE DEFINED ON THIS DRAWING SHALL BE CONSTRUED AS HAVING THE
SAME MEANING AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS OF THIS PROJECT.
3. DO NOT SCALE OFF DIMENSIONS.
REVISIONS
NO. DATE DESCRIPTION
NCDEQ-DWR SUBMITTAL
PROJECT PHASE
BOOMERANG DESIGN PROJECT NUMBER
03/28/2019
DRAWING RELEASE DATE
OVERALL EXISTING
CONDITIONS PLAN
SHEET TITLE
C-1
SHEET