WQ0040318_Application (FTSE)_20190822

NC Department of
Kimley>>> Horn EnviroReceiveld4uality I
AUG 2 2 2019
August 21, 2019 Winston-Salem
NCDEQ: Winston-Salem Regional Office _„ Regional Office
Sanitary Sewer Permitting
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
RE: Old Dominion Freight Line— Kernersville -Fast Track Sewer System Extension
Application Modification to Existing Permit No. WQ0040318
To whom it may concern,
The referenced project, "Old Dominion Freight Line," is an approximately 25.21-acre commercial
development located Old Greensboro Road, Bunker Hill Road and Business 1-40 in Kernersville,
North Carolina. The development consists of a 54,131 square foot warehouse building and
associated parking and utilities. The development will be served by a combination of a new public and
private sewer that will tie into an existing City of High Point sewer main located south of the property
in Old Greensboro Road. The modification of the permit includes new linear footage.
The following documents are enclosed:
• FTA 04-16 Application (original and copy)
• Application Fee ($480 check)
• Existing Permit No.W00040318
• FTSE 04-16
• Site Maps (Aerial and Topographic)
• North Carolina Business License
Please do not hesitate to contact me by phone or by email at 704-954-7493 or matt edwardsna.kimlev-
horn.com should you need any additional information.
Sincerely,
Matt Edwards, P.E.
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202
00 South Tryon00

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources p MFTA�04-16&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Old Dominion Freight Line(company,municipality,HOA, utility,etc.)
2. Applicant type: ❑ Individual ®Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ❑Municipal ❑Other
3. Signature authority's name:Terry Hutchins per 15A NCAC 02T.0106(b)
Title: VP-Real Estate NC Department of
4. Applicant's mailing address:500 Old Dominion Way Environmental Quality
Received
City: Thomasville State:NC Zip: 27360-_ ( 7
AUG 2 2 2019
5. Applicant's contact information:
Phone number: (1 Email Address:michael.driggs(iilodfl.com � Winston-Salem ;)
d io'Hu � a Regional Office
II. PROJECT INFORMATION:
1. Project name: Old Dominion Freight Line
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number: W00040318 and issued date: 9/27/18
If new construction but part of a master plan,provide the existing permit number: W000_
3. County where project is located: Guilford
4. Approximate Coordinates(Decimal Degrees): Latitude: 36_111° Longitude:-80_02°
5. Parcel ID(if applicable): 0224200
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Matt Edwards License Number: 032640
Firm:Kimley-Horn and Associates
Mailing address: 200 S Tryon Street
City: Charlotte State:NC Zip:28202-
Phone number: 704 954-7493 Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(W WTF)INFORMATION:
1. Facility Name:_ Permit Number:_
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ_ Downstream(Receiving)Sewer Size: _inch
System Wide Collection System PermitNumber(s)(if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEVI been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Aareement(FORM:HOA)been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater:(check all that apply):
❑ Residential Owned ❑ Retail(stores,centers,malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
N Businesses/offices/factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: %Domestic/Commercial 100%Commercial
_%Industrial (See 15A NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0I 14(fl? ❑ Yes N No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(fl) Daily Design Flow"b No.of Units Flow
Warehouse 100 gal/loading bay 102 10200 GPD
General business and office facilities 25 gal/employee shift 40 1000 GPD
gal/ GPD L
gal/ GPD
gal/ GPD
gal/ GPD
Tatal 11200 GPD -
a See 15A NCAC 02T.0114(b). (d). (e)(1)and(e)(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 he used as vacation rentals as defined
in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01 I ] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 11200 GPD(per 15A NCAC 02T,0114)
➢ 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):
FORM:FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)- 02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 875 PVC
8 68 DI
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: - °
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) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ 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 02T.0305(h)(1)(C):
I
➢ It shall be demonstrated 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.
i
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provAided for sewers stems:
Setback Parameter" Separation Required
Storm sewers and other utilities not listed below vertical 24 inches
Water mains vertical-water over sewer including in benched trenches 18 inches
Water mains horizontal 10 feet
Reclaimed water lines vertical-reclaimed over sewer 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer 2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class B impounded reservoirs used as a source of drinking water 100 feet
"Waters classified WS(except WS-1 or WS-V), B,SA,ORW,HQW,or SB from normal
high water or tide elevation and wetlands see item IX.2 50 feet
"Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Any building foundation 5 feet
An basement 10 feet
To slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade vertical 36inches
➢ 15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(f)or(M.see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ®Yes ❑No ®N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ 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 NCAC 02B.0200? ❑ Yes ❑No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared,have
been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and
sedimentation control plans,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?"
Per 15A NCAC 02T.0402,"high-priority sewer"means"any aerial sewer, sewer contacting surface waters, siphon,or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No ® N/A
➢ If 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 permittee or its representative at least once every six-months and inspections
documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM:FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If No,complete and submitthe Variance/Altemative Design Request application(VADC 10-14)and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
l A attest that this application for
Professional Engineer's name from Application Item III.1.)
I
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 father 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 143-215.6B, 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.
CA
North Carolina Professional Engineer's seal,signature,and date:
s '
L
032640
•.,��.S,�,NGINE�'��'rr
fill
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1 L �* '� ):.iAy L -M Ft attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
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 143-215.6A and 143-215.6B, 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: "'� /, Date: A- I I - I 1
FORM:FTA 04-16 Page 5 of 5

i
Public Services Department
Terry L. Houk
DIRECTOR
.i
NORTH CAROLINNS INTERNATIONAL CITY`"
September 19,2018
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem,NC 27105
Project: Old Dominion Freight Line
Private Sewer
Applicant: Terry Hutchins, VP-Real Estate
Dear Sirs:
This is to acknowledge that the City of High Point will accept for treatment in the Eastside
Wastewater Treatment Plant (Permit#NC0024210), wastewater flow from the above referenced
project in the amount of 0.0 GPD (flow has already been allocated in Permit Number
WQ0033197). This flow will be discharged to facilities operated and maintained by the
applicant. The flow will then be received by facilities operated and maintained by the City of
High Point.
If further information is needed, please let me know.
Very truly yours,
Terry L. Hour
Director of Public Services
TLH/tab
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax: [phone] Phone:[phone] TDD: 336.883.8517

Public Services Department A -
Water& Sewer Mains Division
i"
G. Bart Hepler
MAINS SPECIALIST SENIOR
ORC WWCS
NORTH CAROLINAS INTERNATIONAL CITY'
September 19, 2018
NCDENR
Winston-Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
RE: Triad Business Park
Permit WS0033197
The Triad Business Park was permit in 2008 under permit #WS003197. Anew business, Old
Dominion Freight Line, is coming to the Park. After subtracting Old Dominion's proposed flow
from the Park's allocation, there is no need for additional permitted capacity. I have shown the
capacity allocation in the table below.
TRIAD BUISNESS PARK ALLOCATION 288,000
Columbiana -4,225
FFF -2,200 t
Triad Business Park Western Sewer Extension -13,200
Lihmill Wholesale Flowers -1,000
Project Triad -20,000
Old Dominion Freight Line -11,200
REMAINING ALLOCATION 236,175
If you have any question, please feel free to contact us.
Sincerely,
i
G. Bart Hepler
ORC WWCS
Mains Specialist
cc: Terry Houk Greg Hall
Derrick Boone File
City of High Point, P.O. 230, 211 South Hamilton Street, High Point, NC 27261 USA
Office:336-883-3691 Fax: [phone] TDD 336.883.8517

State of North Carolina
' Department of Environmental Quality
Division of Water Resources
Dlvlslon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Terry Hutchins
Project Name for which flow is being requested: Old Dominion Freight Line
More than one FTSE may be required for a single project if the owner of the VVWTP is not responsible for all pwnp
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: High Point Eastside Treatment Plant
b. W WTP Facility Permit#: NCO024210
AUflows are in MGD
c. W WTP facility's permitted flow 26.0
d. Estimated obligated flow not yet tributary to the W WTP 1.84
e. W WTP facility's actual avg. flow 12.48
f. Total flow for this specific request 0 3�
g. Total actual and obligated flows to the facility 13.86
h. Percent of permitted flow used 53.3%
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 W WTP:
(A) (B) (C) (D)=(B+C) (F)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm/pf), Daily Flow, Daily Flow, Obligated Available
Number) MOD MOD MOD MOD Flow Capacity***
Riverdale 20.16 8.765 8.4 .694 9.09 -.325
Waterview 2.218 .887 .552 .295 .847 .04
The Firm Capacity 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 pealing
factor(pf) not less than 2.5.
*** 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):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement;
I Terry Houk certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility 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 above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Offtci t�ignyrture Date
I
I
Page 2 of 6
FTSE 04-16 �

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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 ; and/or
d. The following applies:
The City of High Point met with DEQ on February 9,2017 to discuss the flow
allocation to Riverdale Pump Station. As a result of the meeting the City and DEQ have
agreed that the current average daily flow for Riverdale Pump Station is 8.4 MGD.
The pump station has the capacity of 8.4 MGD with 3 pumps in service and 2 complete
pumps in reserve with a replacement time of approximately 5 hours.
The City is currrently evaluating a short term strategy to increase capacity in addition to a
final long term capacity upgrade.
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 prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Offrc 1 Signature Date
Page 3 of 6
FTSE 04-16

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