WQ0041023_Application (FTSE)_20190607

State of North Carolina
DW-
Department of Environmental Quality .-R_ Division of Water Resources
Division of Water Resources I5A NCAC 02T .0300 — FAST TRACK SE" -ER SYSTEM EXTENSION APPLICATION
FT,% 04-I6 & SUPPORTING DOCUMENTATION
Application Number: F� _ `(d+bcromplmcdbvDWR)
All items must be completed or the application rill be returned
I. APPLICANT INFORLATION:
I. Applicant's name; Franklin County Schools (company, municipality, I-IOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑Genera! Partnership ❑Privately -Owned Public IJtilitv
❑ Federal ® State County ❑ Municipal ❑Other
3. Signature authority's name: Dr. Larry Webb per 15A NCAC 0„T..M0
z
Title: Chiefof Auxiliary Serviceti C?
t7
4. Applicant's mailing address; 53 West River Road fD
Cii Louisburg State. NC Zip: 27549- UQ� C 0,
Y'
5. Applicant's contact information:
� Z �
t
Phone number [phone] Email Address: larrv_webbO fcschools.net N .
II. PROJECT INFORitiIATION: O �
?;
I. Project name: Louisburg Hi di School Athletic Stadium �O
n
2. Application/Project Status:
® Proposed (New Permit) ❑Existing Permit. Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of master plan, provide the existing permit number: WQOO
3. County where project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36,111317 Longitude:-78.306723
5. Parcel [D (if applicable):
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Kenneth A. Loring License Number: 23953
Firm: CLH Design P.A.
Mailing address: 400 Regencv Forest Dr. #120
City: Cary Slate: NC Zip: 27518-
Phone number: [phone] Email Address- rpfeifer,ii clhdesignpa.com
W. WASTEWATER TREATMENT FACILITY (W«'TF) INFORMATION:
1. Facility Name; Louisburg Water Reclamation Facility Permit Number: NCO0202031
Owner Name: Karl Pernell
V. RECEIVING DOWNSTREAM SEWER INFORNIATION (if different than WWTF):
I. Permit Number(s): WQQ005981 Downstream (Recei%ing) Sewer Size: 24 inch
Syst_rm Wide C�Ilection System Parit Number q j•iTaM1i a (ej: 1VQCS
Owner Name(s);
FORM: FTA 04- l 6
Page I of 5

s
NIL GENERAL REQUIREMENTS
I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yeti []No ON -A
2. If the Applicant is a Developer of lots to be sold, has a ,,y cr's Operational Aerceme[tt I+ORM D V been attached'?
❑ Yeti [:]No ON. A
3. If the Applicant is a H wners' Asti ciution as an.QperatiortalAgreemeritF
RM O been attached'!
❑ Yet ❑No ON -A
4 Origin of wastewater (check all that apply),
❑ Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential
El Car Wash
Leased ❑ Retail with food preparation/service
® School
❑ Motel and' :or Motels
preschool day care ❑ Medical: dental - veterinary facilities
® Food and drink facilities ❑ Church
❑ Swimming Pool 'Clubhouse
❑ Businesses offices factories ❑ Nursing Home
❑ Swimming Pool: Filter Backwash
❑ Other (Explain in Attachment)
5- Nature of wastewater: 100 °ro Domestic. Commercial " o Commercial
Industrial ( ee A NCAC 0..:T_.011 lQjo )
`GIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6- Has a flow reduction been approved under _0A NCAC ?T ] 4 > ❑ Yes ®No
If ves rovide a com of flow reduction aPProval letter
7. Summarize wastewater generated by project:
Establishment Type (see Q21.0114�1�) Daily Design Flo"°•''
\o. of Units Flow
Stadiums 5 gaf-seat
2500 12500 GPD
gal'
GPD
gal'
GPD
gal/
GPD
gal'
GPD
gal,
GPD
7ourl 12500 GPD
a See 1AXCAC 0_ :T .01 )d 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses: public access facilities located near high public use areas:
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G....42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14 j shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project; 12500 GPD (per 11A NC.,AC 02T .01.14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why;
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORNI: FTA 04- 16
Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC Gravity Sewers):
1. Summarize gray ity sewer to be permitted:
Size (inches) Length (feet) Material
8 57 PVC
Section II & III of the IVIDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes fbr gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not alloi%ed and a violation of the NIDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NIDC (Pum-P Stationse'Force Mains):
COMPLETE FOR EACH PUIIIP STATION INCLUDED IN THIS PROJECT
- Pump station number or name:
3. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -T
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) taterial
6. Power reliability in accordance with 15A NCAC 02T .U305 r I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
.- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15.000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02-r .0305(h)(1)(C):
It shall be demomstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: i-TA 04.16
Page 3 of 5

Ix- SETB_1CKS & SEPARATIONS — (02B .0200 & 152k NCAC 02T .0305(f)):
1, Does the project comply with all separations found in 1; �C 0 T L. fl 305 C
15A NCAC 02T.0305 f contains minimum separations that shall be ro%ided for sever systems_ Yes ❑ No
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer inefudina in benched trenches) '-� inches
Water mains (horizontal) I g inches
Reclaimed water lines (vertical - reclaimed over sewer) 10 feet
Reclaimed water lines horizontal -reclaimed over sewer) Is inches
2 legit
**Any private or public water supply source, including any wells, DVS-1 waters of Class I or Class II impounded reservoirs used as a source of drinkinu water
**Waters classified WS (except WS-I or WS-V), B, SA. ORW, HQW, orSB from normal 100 feel
hi+zh water for tide elevation) and wetlands (see item 1X.2)
**Any other stream, lake, impoundment, or ground water lowering, 50 feet
ditches and surface drainage
An building foundation 10 tect
Anv basement 5 feet
To slo a of embankment or cuts of _' feet or more vertical hei+vht 10 feet
Drainage systems and interce for drains 10 feet
Any swimming ools 5 feet
Final earth grade (vertical 10 Feet
---� 36 inches~
!U .rC \�L_02T .5_•{ contains alternatives where separations in 02T.0305 f cannot be achieved_
**Stream classifications can be identified using the Division's LN1 y1face kVate Cias,itic io s_neb F
If noncompliance with 02T_0305 t or see Section X of thi, application
2. Dares the project Comply n ith separation requirements for wetlands" (50 feet of separation) See the Division's draft separation requirements for situations where separation cannot be meta es [I No ® N
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A N--A 02B .0200'? El ®N A
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require covera�-e authorization under a t04 Nationwide or
mdividual permitscr401 Water Quality Certifications? ® Yes No
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0[0; c 6) (additional permiis. certitications)'?
Yes El No
Per 15A NCAC 02T.0105 c 6 , directly related environmental permits or certification applications are being prepared, have
nt on issuance of d
been applied for, or have been obtained. Issuance of this permit i, contingeependent permits (erosion and
sedimentation control plans, stormwater manaement plans, etc.).
6.
Does this project include any sewer collection lines that are deemed "ltigh-priority?"
Per 15A NCAC 02T.0402. ••high -priority setiver- means --any aerial sewer, sewer contacting Surface waters, siphon. or sewer
Positioned parallel to streambanks that iS subjct to erosion that undermines or deteriorates the sewer.
❑Yes ®No ❑NA
Il•yes, include an attachment with details for each line, including type (aerial line, size• material, and location).
High priority lines shall be inspected by the perntittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the perrnitee's individual System -Wide Collection permit.
FOR,%I: FTA 04-16
Paso 4 nt, 1

X. CERTIFICATIONS:
Does tite submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pennittin , of Pum Stations
and Force Mains latest version and the Gravit Sewer 1Vlinimum Desi ztt Criteria latest version as applicable?
❑ Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. A roval of the re uest is re aired rior to submittal of the Fust Truck A rivolication and su ortin documents.
2. Professional Engineer's Certification:
1, V'9" Jr,'f LDE4 Nor
(Professional Engineer's name from Application Item II1.1.) attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
Of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: i�`''•(H GAJgQl/%�
ti ?oQaF**ssio;�A_ - :1
:'Q '
SEA
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, tlry G!a!a t�yllr_ C
(Signature Authority's name &
t °i✓tt,-7
from Application Item I.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 1 3-: 5,6 1A and 143-215-6$, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: S 38
Date-
FOR-M. FtA 04-16
Page 5 of 5

NC Dept of Fnvimnmental Quallty
L IA
ulvh0an of WAter Resource%
State of North Carolina
Department of Environmental Quality
Raleigh Regional ofte Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin County Schools
Project Name for which flow is being requested: Louisburg High School Athletic Stadium
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Louisburg Water Reclamation_ Facility
b. WWTP Facility Permit #: NC0020231
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
1.37
0
0.650
0.0125
0.650
48
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
NA
(A)
(B)
(C)
(D)=(B+C)
(EHA-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Firm Daily Flow**
Current
Tributary
Flow Plus
Capacity, * (Firm / pl),
Avg. Daily
Daily Flow.
Obligated
Available
MGD MGD
Flow, MGD
MGD
Flow
Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.O2(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <0.
Downstream Facility Name (Sewer): Louisburg Water Reclamation Facility
Downstream Permit Number: NC0020231
Page I of 6
FTSE 10-18

f certify to the best of my knowledge that the addition of
the volume o stewater t e permitted in this project has been evaluated along the route to the receiving
wastewater tment fac' ty and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed ab a in Sections I and II plus all attached planning assessment addendums for which I
am the responsible y. Signature of this form certifies that the receiving collection system or treatment
works has adequap capA ity to transport Ad treat the proposed new wastewater.
Title of Signing Official
rasA
Dare
Page2of6
FTS1 10-18

PLANNING ASSESSMENT ADDENDUM WAA)
Submit a planning assessment addendum for each pump station listed in Section lI where Available Capacity is <
0.
Pump Station (Name or Number) --
Given that.
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c_ A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in J ; and/or
d. The following applies:
"There are no pump stations between the project connection point and the WWTP.
_ "All flow from Project connection point is gravies flow to WWTP.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibit the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing c—sal. iJAJ6u ' � " / Dare
Page 3 of 6
FryE 10-l8

CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P: 919.319.6716
www.clhdesignpa.com
Letter of Transmittal June 4, 2019
CLH Project Number: 16-145
kp.i •
To:
NCDWR
nvironmental Quality
Company:
NCDWR - Raleigh Regional Office
Address:
1628 Mail Service Center
201
City/State/Zip:
Raleigh, NC 27699-1628
(919)-791-4200
tonal Offi
Phone:
Method:
Snail Mail
Subject:
Louisburg HS Athletic Stadium - Sewer Extension Permits
x
Originals
x
Specifications
Applications
IPrints
Reports
Copy of
Letter
Submittals
Other:
Copies
Date
Description
2
06-05-19
Copies of FTA (1 original, 1 copy)
1
06-05-19
Check for $480
1
06-05-19
USE form
i
06-05-19
USGS Map
1
06-05-19
Aerial of Property
Additional Remarks:
Hi,
Please find the sewer extension permit submittal package for Louisburg High School Athletic Stadium.
Please let me know if you have any questions or comments.
Thanks!
Renee Pfeifer
Cc: File
CLH design, p.a.

NCDWQ Fast -Track Application Attachment— Project Narrative
Project: Louisburg HS Athletic Stadium
Owner: Franklin County Schools
Engineer: CLH Desigm, PA
Date: 5-June-2019
NCDept4f�nv}ronfie
ntal Quality
JUN
Zo�9
�alelgb R°glOnal
011;�,e
Franklin County Schools proposes to construct Louisburg High School Athletic Stadium along Allen
Lane just west of the Louisburg High School campus (201 Allen Lane). Proposed construction
encompasses track and field event facilities as well as auxiliary buildings such as concessions and
bathrooms for the home and visitor teams.
This site proposes a small run, approximately 60-Feet, of 8" private sewer. This main ties into an existing
manhole that feeds to an existing 15" sewer main.
FEMA FIRM # 3720280600K & #3720280500K dated April 16, 2013 indicates that the site is located
within the limits of the 100-year good plain.
The new track and field stadium will have 2500 seats. The anticipated average daily flow was estimated
utilizing 5-gpd for each seat in the in the stadium.
ADF = [5-gpd/seat x 2500 students] = 12,500-gpd
The existing, downstream, sewer main serving the campus flows to the Louisburg Water Reclamation
Facility (NC 00202031) which is owned and operated by the Karl Pernell.

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LOUMMG HIGH SCHOOL ATHWW STADIUiM
LO[A Mr. NC
a TE NO MB6t WN
PROJECT Na I&W5
Myf KUN COUNTY QUAD AM
CLH DESIGN, PA
Regency Park
400 Regency Forest Drive
Suite 120
Cary, North Carolina Z7518
Phone: [phone]
Fax: [phone]

Deck, Erin M
From: Renee C. Pfeifer <[e-mail]>
Sent: Thursday, August 15, 2019 11:03 AM
To: Deck, Erin M; Robinson, Jason
Cc: Kenneth A. Loring; [e-mail]; Hannah Banks
Subject: RE: [External] RE: RE: RE: Louisburg HS Athletic Stadium - sewer extension
• Externai.emaD.-Dd riar dlek links or open attachments urliess you verify. Send all suspfckous email as an-attac} l ent to
Hi Erin,
See below our responses in red. We look forward to receiving the permit.
Thanks!
Renee C. Pfeifer, PLA, ASLA
Principal
A touch of silver now with u yourhful abound.....
ever mindful as the footprint which we leave upon this ground.
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4016
Twitter / Linkedln / Facebook / www.clhdesignr)a.com
Please consider the environment before printing
E-mail Confidentiality Notice: The information contained in this transmission is confidential and may be subject to protection under the law. The message is intended
for the sale use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the
message is strictly prohibited. If you received this transmission in error, please contact the sender immediately by replying to this e-mail and delete the material from
any computer.
From: Deck, Erin M <[e-mail]>
Sent: Thursday, August 15, 2019 9:14 AM
To: Renee C. Pfeifer <[e-mail]>; Robinson, Jason <[e-mail]>
Cc: Kenneth A. Loring <[e-mail]>; [e-mail]
Subject: RE: [External] RE: RE: RE: Louisburg HS Athletic Stadium - sewer extension
Good Morning,
I am in the process of reviewing the subject application and require additional information before I can continue to draft
the permit.
V.1: Receiving downstream sewer information. The permit number provided is the Town of Louisburg's Land Application
of Residual Solids permit. Please provide the receiving sewer system permit number. Collections Permit # WQCS00113
IX.3 is marked "N/A" however the site is located in the Tar River basin and does have multiple streams depicted on the
USGS Topo map. Please indicate either "yes" or "no" for this question. Please revise to "yes".

If the applicant agrees, I can make the changes on the current application and you would not have to re -submit the
application. Please make the changes on the current application. Thank you!
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
Email correspondence to and from this address is subject to the Nvrth Carolina Public Records Law and may be disclosed
to third parties
From: Renee C. Pfeifer [mail to:rpfeifer clhdesignpa.comj
Sent: Tuesday, August 13, 2019 3:30 PM
To: Robinson, Jason <Lson.t.robinson ncdenr.eov>
Cc: Hannah Banks <[e-mail]>; Kenneth A. Loring <klorin dhdesi n a-com>; Duane Hutchins
<dhutchins thinkboomeran .com>; Cashion, Ted <ted.cashion@ncdenr•eov>; Deck, Erin M <[e-mail]>
Subject: [External] RE: RE: RE: Louisburg HS Athletic Stadium - sewer extension
attachments un esFo. vie; h. Send all' - ":e al� $ a0 atta 'hieii #o.
t :C'i-
Great news. Thanks Jason!
Renee C. Pfeifer, PLA, ASLA
Principal
A''i c.4 ..�. } my1 7 tt. r. �� �rt1 I ly l•....!
�'-(1[•„ -1 SIIY��I �i-`t i't! }1 LI rl�l-. �tll Li4 L1411t1...
&',u. l7i L':u�ru! oil i ficvL1 flf�,[ 4t l: tC7; 1l' tL'Cl ut' u;'4''; 1141� iZI-W1 .
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4016
Twitter / Linkedln / Facebook /www.clhdesignpa,com
Piea_e consid, r the P. ironment before printing
E-mail Confidentiality Notice: The information contained in this transmission is confidential and may be subject to protection under the law. The message is intended
for the sole use of the individual or ent,ty to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the
message is strictly prohibited. If you received this transmission in error, please contact the sender immediately by replying to this a mail and delete the material from
any computer.

From: Robinson, Jason <[e-mail]>
Sent: Tuesday, August 13, 2019 10:19 AM
To: Renee C. Pfeifer <r feifer clhdesi n a.com>
Cc: Hannah Banks <[e-mail]>; Kenneth A. Loring <klorineC�clhdesignpa_com>; Duane Hutchins
<dhutchins thinkboomeran .com>; Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <erin.deck(@ncdenr.eov>
Subject: RE:RE: RE: Louisburg HS Athletic Stadium - sewer extension
HI Renee,
I think we're good. We hope to issue this permit by the end of this week, or early next week.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from t&5 address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Renee C. Pfeifer <rpfeiferPclhdesignna.com>
Sent: Monday, August 12, 2019 3:07 PM
To: Robinson, Jason <[e-mail]>
Cc: Hannah Banks <HBanks clhdesi n a.com>; Kenneth A. Loring <klorin clhdesi n a.com>; Duane Hutchins
<dhutchins thinkboomeran .com>
Subject: [External] RE: RE: Louisburg HS Athletic Stadium - sewer extension
• External email. Donot cliciciilsla or open atta rnents unlesuniess-yola verffy. Send,all-suspidfous erna - n attadimen71d
e m n ov
Hi Jason,
I am just following up on my email below regarding the Louisburg HS Athletic Stadium. Please let me know if you find
this acceptable.
Thanks!
Renee
Renee C. Pfeifer, PLA, ASLA
Principal
A touch of silver noa, with a youthful abound......
ever mindful of the footprinr which we leove upon this ground.
400 Regency Forest Drive, Suite 120

Cary, NC 27518
919.319.6716, ext. 4016
Twitter / Linkedln / Facebook / www.clhdesignpa.com
Pleas¢ conAcr the environment before printing
E-mail Confidentiality Notice: The information contained in thi3 transmission is confidential and may be subject to protection under the law. The message is intended
for the sole use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the
message is strictly proh bited. If you received this transmission in error, pease contact the sender immed ately by replying to this e-mail and delete the material from
any computer.
From: Renee C. Pfeifer
Sent: Wednesday, July 31, 2019 10:41 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Hannah Banks <HBanksC@clhdesit=_npa.com>; Kenneth A. Loring <klorin clhdesi n a-com>; Duane Hutchins
<dhutchins thinkboomeran .com>
Subject: RE: RE: Louisburg HS Athletic Stadium - sewer extension
Importance: High
Hi Jason,
I know you are out of the office this week and I'm out next week, but I wanted to follow up on the sewer comments for
the Louisburg HS Athletic Stadium. The 3 small buildings you reference on the Northeast side of the stadium are
considered one single building according to the North Carolina Building Code. There is no intentional fire separation
between plan areas, also note that PME systems and roof structure is shared across the entire building. The area
underroof is treated as an Assembly occupancy for outdoor concession patron seating, much like a porch on a
building. NCSBC 2018 requires occupied outdoor areas to be included within the building area.. I have attached a
building code summary sheet that includes a rendering if the building, as well as the definition from the building code on
the second page of this attached document. Can you please let me know if this satisfies your concern. We would like to
keep the 4" sanitary sewer line as is. I will be checking emails periodically next week, but I have copied Hannah Banks
and Ken Loring in our office on this if you should have any further questions. I look forward to receiving your approval
and permit.
Thanks Jason!
Renee
Renee C. Pfeifer, PLA, ASLA
Principal
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400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4016
Twitter / Linkedln / Facebook / www.clhdesignpa.com
Please consider the environment before pr ntmr
E-mail Confidentiality Notice: The information contained irI this transmission is confidential and may be subject to protection under the law. The message is intended
for the sole use of the individual or entity to whom It is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the

message is strictly prohibited. If you received this transmission in error, please contact the sender immediately by replying to this a - mail and delete the material From
any computer.
From: Robinson, Jason <[e-mail]>
Sent: Thursday, July 25, 2019 5:53 PM
To: Renee C. Pfeifer <[e-mail]>; [e-mail]
Cc: Deck, Erin M <erin.deck(cDncdenr.gov>; Cashion, Ted <ted.cashioniancdenr.gov>; Hannah Banks
<HBanks clhdesi n a.com>
Subject: RE: RE: Louisburg HS Athletic Stadium - sewer extension
Hi Renee,
15A NCAC 02T .0303(2) states that a sewerline may be permitted by regulation (does not require a permit) if it serves a
single -building.... But if a line serves more than one building, it must be permitted.
So the application should be revised to include the line that serves the home buildings, starting at the point where the
2"d building ties -in. Also, since it has to be permitted, regulations require it to be a 6" line (since it's considered a private
line, public lines have to be 8"). 1 did speak with our Central Office, who issues variances, and they did say they would be
amenable to a variance to allow to keep this as a 4-inch. You'd have to submit a variance request that can be found
here. Last I heard it was taking a month or two for variances to be issued, but you could talk to Christyn Fertenbaugh
about that, she issues the variances. She's at 919-707-3625.
So either
1. The application will needs to be revised to add the additional line and change it to a 6"... or
2. The application will need to be revised to add the additional line and keep it at a 4", but a variance request
would need to be submitted.
Please let us know how you plan to proceed.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittin Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Renee C. Pfeifer <r feifer clhdesi n a.com>
Sent: Wednesday, July 24, 2019 10:53 AM
To: Robinson, Jason <[e-mail]>; larrywebbefcshools.net
Cc: Deck, Erin M <[e-mail]>; Cashion, Ted <[e-mail]>; Hannah Banks
<[e-mail]>

Subject: [External] RE: Louisburg HS Athletic Stadium - sewer extension
Importance: High
unless you verify. Send all SU. picloti3�errta. ias a� rP�.
Hi Jason,
I have attached a markup of the proposed sewer lines for better clarification as well as the updated profile that shows
the 57' of proposed sewer line. The application is correct the label on the profile was incorrect.
Please let me know if you have any additional questions, We look forward to receiving your approval.
Thanks!
Renee
Renee C. Pfeifer, PIA, ASLA
Principal
A tobCh oi s,.1ver;?niv iN:(fl t7 yi7i;rii
I've. r,;xC/jrutLn Iht ili�ir��iir 4U.��!f!! iti'l �L7tiiVt iiOU,' tIN6
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4016
Twitter / Linkedln / Facebook / www,clhdesignpa.com
Please consider the environment before printing
E-mail Confidentiality Notice: The information contained in this transmission is confidential and may be subject to protection under the law. The message is intended
for the sole use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the
message is strictly prohibited, If you received this transmission in error, please contact the sender immediately by replying to this e-mail and delete the material from
any computer.
From: Robinson, Jason <Lason_t.robinson@ncdenr,gov>
Sent: Monday, July 22, 2019 12:06 PM
To: [e-mail]• Renee C. Pfeifer <r feifer clhdesi n a.com>
Cc: Deck, Erin M <erjn,deck ncdenr, ov>; Cashion, Ted <ted.cashion@ncdenr,pov>
Subject: Louisburg HS Athletic Stadium - sewer extension
Mr. Loring & Mr. Webb.
We are reviewing the referenced Sewer Extension application and have some questions. We've pulled the plans from
the 401/404 application (see below).
Please explain where the 57' of proposed sewer line is located in reference to the new stadium?
Also explain where any "laterals" are located. From what we can tell from the plans, one line serves the small
building on the Southwest side of the stadium. Another line appears to serve two or three small buildings on
the northeast side of the stadium. Please confirm this.
We may have further questions after we get a better understanding of where the sewerlines are.

0
Jason 7. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
'*Subscribe to Collection Collection System & Sewer Permitting lJodates& Sewer Permitting lJgdates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
7

2018 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL BUILDINGS
(EXCEPT 1 AND 2-FAMILY DWELLINGS & TOWNHOUSES)
GROSS BUILDING AREA TABLE
FLOOR EXISTING (SO FT) NEW (SO FT) SUB -TOTAL
Penthouse — — ....
5th Floor
4th Floor — — ....
3rd Floor
2nd Floor —
Mezzanine ---- .._
1st Floor 6110 - -- 6110
Basement —
TOTAL 6110 — 6110
STORY DESCRIPTION (A)
BLDG AREA
(B)
TABLE 506.2
C)
AREA FOR
(Di
ALLOWABLE
N0. AND USE PER STORY
AREA 4
FRONTAGE
AREA PER
(ACTUAL)
INCREASE 15
STORY OR
UNLIMITED 2.3 i
1 ASSEMBLY A3 6110 6000 10050 1
I �
em.uvuoa� mid
000n, —
,!-uxc• �„ . �«+ <, ota .�_,�.�;• t-; nova
11t1A ^ `
El
aom Hoed ,ar ,a
dsr uw ny
�•-L` SI OGL) St OCLS 11 flfLl

2018 NORTH CAROLINA BUILDING CODE
CHAPTER
DEFINITIONS
SECTION 202
DEFINITIONS
,1REA, BUILDING. The area included within surrounding,
exterior ivalls (or exterior stalls and fire walls) +CCIUsive 61,
vent shafts and vouris. Areas of the building not provided
with surrounding, walls shall be included in the building, area
if such areas are included within the horizontal projection of
the rout' or flour above.