WQ0041342_Application (FTSE)_20191206

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number.W -u `, (tobecompietedbyDWR)
All items most be completed or the apdication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Llolbv 5orines (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State.:County [R Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish. P.E. per S NCAC 02T .0106(bb)
Title: Director of Engineering
4. Applicant's mailing address:128 South Main Street
City: Halle Springs State: NC Zip: 275&
S. Applicant's contact information:
Phone number. (2j_g) 01-L92g Email Addmss:kendm.pardsh,�.holv�p"0gse.ui &VIA4
Sato, Vo srnhvnC— cts
IL PROJECT INFORMATION: J
I. Project name: Lowe's of Holly Springs, NC
2. Applicatio n! Project status: X Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide theemsting permit number. WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude:35-37-49.53'° Longitude: 78-t9-48.57- ;ram
►.
5. Parcel 1D (if applicable): 0658-04-3679 & 0658-(]4-9799
m
(or Parcel ID to closest downstream sewer)
1
Ill. CONSULTANT INFORMATION: O�
t7i
I. Professional Engineer. Todd Simmons License Number. 30 3322
iV
d m
Firm: Freeland & Kauffman. Inc. 0 0
to m
Mailing address:209 West Stone Avenue
CD
City: GreenvOle State: 4W Zip: 29609
Phone number 864-672-3426 Email Addressasimmonsafk inc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) WFORINIATION:
I. Facility Name: Utley Creek WastewaterTrealment Plan Permit Number NCO063096
Owner Name: Town of Holly Spring,
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if(fifferent than WWTF).
I. Permit Number(s): W 00 9 337 Downstream (Receiving) Sewer Size: finch
System Wide Collection System Peril Number(s) (if applicable): WQCS 40192
Owner Name(s ): Ya HS
FORM. FTA 04-16 Page 1 of

YL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility. has a Certificate of Public Convenience and Necessity been attached!
❑ Yes ❑ No x N/A
2. Ifthe Applicant is a M%,eloper of lots to be sold, has a i3nrr,AL;nnal_;lzmcrneni[fM.L s5(.V) beenattuched?
❑ Yes ❑ No x N/A
3. If the Applicant is a i iome'Pnmero. 0hkners' Association, has an Operational A ,reurnent FOR,L1: 140AI been attached?
❑ Yes ❑ No x N A
4. Orrin of wastewater. (check all that apply):
❑ Residential Owned x Retail (stores,centem,malls) ❑ Car Wash
❑ Residential teased x Retail with rood prupuration service ❑ Iloteland:or4fotcls
❑ School! preschool? day care ❑ Medical / dental J veterinary facilities ❑ Swimming Pool . Clubhouse
❑ 1 nod and drink facilities ❑ Church ❑ Swimming 1'ooVl:iltcr Backwash
❑ Businesses! offices + factories ❑ Nursing Flomc ❑ Other(Uplain in Attachment)
5. Nature of wastewater: %Domestic.-Vommercia1 100 %Commercial
9u Industrial (See 15A `C 1C 021 .0103(20I)
+GIs then: a I'mir atment Program in etl'cct? ❑ Yes ❑ No
G. 1las a flow induction been approved under 15A NCAC x Yes ❑ No
i If }fig, Fwoviole a cony of Ilow reduction aMo%nI letter
7. Summarize wastewatergencraled by project:
Establishment Type (see UZTA [ 1 d[ Q)
Daily Design Raw 'a'
No. or Lnits
Flow
Lowe's - Shopping Center wlout foot!
10.53 gay 1,000 sf
94.936
1,000 GPD
Grocery - Shopping Center wl food
244,456 . gay 1,000 sf
90.0
22,000 GPD
gay
GPD
gay
GPD
gay
GPD
gay
GPD
Taal
23,000 GPn
Ll
a See 15A ' CAC 021 .0114(b), (0),AeX1) undsck2) fior caveats to wastewater design flow rates (i.e., minimum Ilo%% per
dwelling; proposed unknown non-residential development uses; public access lacilities located near high public use areas;
and residential property located south oreastoflheAtlantic Intracoastal Waterway to be used us vacation rentals as defined
in U.�,i._42,A-4).
b Per 15A NCAC 02T .0114(c), design flow rites for establishments not identified (in table ISA \C kC 02T.01 141 shall be
determined using mailable flow data, water using f Mures, occupancy or operation pattcros. nd othermeas ured data.
23,000
R. Wastcxeatcrgenerated h}� project: _GPU (per 15-� t�C;1C' 021.[)i 11)
Do not include future flows or pre%iously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station orGra%ity Sewer where floe will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of casting sewer with no new flow expected
❑ Other (Explain):
FORM: fTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & NIDC (Cra ity Seoers):
I. Summarize gravity sewer lobe permitted:
Size(inches) Length (feet) Material
8 358 PVC
➢ Section II & III ofthe MDC for Permitting of Crtvity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)--0?T.0305& MDC tPumn_Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIRS PROJECT
I. Pump station number or name:
? Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of thepump(s): gallons per minute at feet total dynamic head(TDH)
5. Summarize the force main to he permitted (for this Pump Station):
Size(inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(hN D:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(hx1}(H)_
z Required For all pump stationswith an averagedaily flow greater thanor equal to 15,000 gallons perday
> Must be permanent to facility
Or if the pump station has an average daily flow less than I5,000 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 - I5A NCAC 02T .0305(hXl)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatiblc with the station.
> Iftheportable power sourceor pump is dedicated to multiple pump stations,an evaluation ofall the pump stations'stontge
capacities and the rotation schedule ofthe portable power source or pump, including travel timeframes, shall be provided
in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SMACKS & SITARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(Q & (e)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
x Yes ❑ No
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-1 waters of Class I or
Class H impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any otherstream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anybuilding foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anyswimming pools
10 feet
Final earth grade (vertical)
36 inches
Y 15A NCAC Q21.L105(e) contains alternatives where separations in 02T.03051i1 cannot be achieved.
Y **Stream classifications can be identified using theDivision's NC Surface WaterClassifications webnaee
If nonconip liancc with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) x Yes ❑ No
See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required if the alternative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? x Yes ❑ No
Z This would include Trout Buflcred Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? x Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Y Information can be obtained from the 401 & Buffer_ Pemutdrig Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pertmitslcertifcations)?
x Yes ❑ No
Per 15A NCAC 02T_0105(cl(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 sewercoilection lines thatare deemed "high -priority?"
Per 15A NCAC 0210402, "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 x No
Z- If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Iligh priority lines shall he inspected by the permittee or its representatike at least once curry six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's indhidual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 0?T, the Minimum Design Criteria„ Cec the Permitting of Pump 5tations
and Fnrcc Mains (latest version). and the Qmvitv Sewer Minimum Design Criteria „(.latest version) as applicable?
x Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. AMEoval of the reguest il reouired Prior to subndKW Qf the Fast Track Anolication and junwrtingdocument
2. Professional Engineers Certification:
o s S attest that this application for
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all othersupportingdocumentation to the bestofmy knowledge. I further attest thatto the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Des ign Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria forthe 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 notto exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: € `\��\;; )`i',� f2Tj���� -
O. /
I
CEAL
3. Applicant's Cgitromeation per 15"CAC 02T .0106(b):
attest that this application for
(Signature Au hority's name & title from Application Item 13.)
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 systemto surface waters or the land will result in an immediate enforcement action that may include civil penaliie s,
injunctive relief, and/oreriminaI prosecution. 1 will make no claim against the Division of Water Resources should acondition
of this permit be violated. I also understand that if all required parts of this application package are not completed and t hat 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 -21 - 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 as civil penalties up to S25,000 per violation.
Signature: _ Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Holly Springs, NC
Project Name for which flow is being requested: Lowe's of Holly Springs, NC
Afore than one FTSE may be required for a single project if the ou-ner of the IVIVTP is not responsible for all pump
stations along the route of the proposed wastematerJlow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC O063096
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
A11 flaws are in MGD
6.0
0.909
-
0.023
IT. 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:
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station Firm
Flow"
Current Avg.
Tributary
Flow Plus
(Name or Capacity, "
(Firm / pl),
Daily Flow,
Daily Flow,
Obligated Available
Number) MGD
MGD
MGD
MGD
FlowCapacity'
6tcoL?,� — 0 *
Q`15
GaffVIE 0 .-171—
0,30 —
9.11 0. og
55
.ozl t -CAD 0.1 %.ro
* 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 peaking
factor (pn 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): sell Cr&k Y !!! -37MU n
Downstream Permit Number: _ _OD 35o
Page 1 of 6
FTSE 04-16

lll. Certification Statement:
I U- IM I certify to the best of my knowledge that the addition of
the volume of wastewater & be permLtted 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 Iocal established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and If plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing
Page 2 of 6
FTSE U4-16

FREELAND and KAUFFMAN, INC.
ENGINEERS / LANosc.4pEARCHlrECTS
January 22, 2020
NCDEQ -- Raleigh Regional Office
Attn: Erin Deck
3800 Barrett Drive
Raleigh, NC 27609
919-791-4258
Subject: Lowe's of Holly Springs — NCDEQ Sanitary Sewer Submittal
Erin,
Our firm has been contracted to prepare plans/applications and obtain site permits for a proposed Lowe's
anchored shopping center at the southeast quadrant of NC Hwy, 55 5 Ralph Stephens Road in Holly
Springs, NC to construct a 111,234 sf Lowe's retail facility and a 99,000 sf grocery building.
As part of the Town of Holly Springs' approval process, we were required to prepare a sanitary sewer study
to identify and quantify the project's impacts to the Town's sewer system. The referenced study, dated 07-
13-2018 and subsequently approved by the Town, assigned flow from the Lowe's building at 1,000 gpd
and from the grocery building at 22,000 gpd where both flows were based on historical flow data. From
conversation with NCDEQ Staff, it is our understanding that the estimated 23,000 gpd is of sufficient
proximity to the 23,993 gpd as derived from the 02T guidance.
In order for the project to be served with public sewer, the Town of Holly Springs' system will have to be
extended by 358 If of 8" sewer line which will carry the 23,000 GPD commercial sewer effluent from the
site.
As part of the project will include public sewer extension, we are pleased to make application to NCDEQ
for Fast Track Sewer System Extension approval and enumerated below are the items included with the
submittal:
1. NCDEQ Fast Track Sewer System Application
2. Street Map
3. USGS Map
4. NCDEQ Flow Tracking Acceptance For Sewer System Application
5. $200 Application Fee
6. Copy of Sanitary Sewer Study as approved by the Town of Holly Springs.
Please do not hesitate to contact us should there be any questions or a need for additional information.
8TS/crd
Regards,
Todd Simmons
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone]
Page 1 of 1

,, THE TOW N O F olly nn
November 26, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Application for Sewer Extension Permit
Project: Lowe's of Molly Springs, NC
Dear Sir or Madam:
HODeptoftriviron,
DEC - 6 2v,
Raleigh Regional t., . ,
Please find enclosed the following items in application for a sewer extension permit to the Town
of ]dolly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
0 One original and one copy of the State of North Carolina Fast Track Seiner System
Extension Application (FTA 04-16)
c, Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 11-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-557-3938 should you have any questions or need additional
information in order to process this application.
Sin erely,
en a D. Parris , P.E., CFM
Director of Engineering
KP/se
cc: Project Consultant Engineer, Todd Simmons, PE, Freeland & Kauffman, Inc.
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence,141791
3002
04 17.2018
Engineering Deparhnent
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us

DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast -Tract Application for Gravi1y Sewers Pump
Stations. and Force Mains for extension to the Town of Holly Springs Sewer System
Project: Lowe's of Holly Springs, NC
Design Engineer: Freeland & Kauffman, Inc., Attn: Todd Simmons, PE
Address: 209 West Stone Avenue, Greenville, SC 29609
Phone Number: 864-672-3426 Email: [e-mail]
Date Complete Application Package Received by Town: J`+ 0 q
Date Approved: i 1 l tit' 1 q (by RLC) (by KDP)
As design engineer for this project, I certify the following (please check (x) each applicable box):
That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitary Sewer Design
Regulations;
That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit: 9
0 One original and one copy cover letter including a project narrative CD
o A check in the amount of $480.00 to DENR
o A check in the amount of $200.00 Town processing fee
0 One original and one copy of the State of North Carolina Fast Track.
Application for Gravity Seivers, Pump Stations, and Force Mains
0 Two copies of FTSE 08-13 Flow Tracking/Acceptance Form m
0 Two color copies of 8.5-inch by I l-inch portion of a 7.5 minute USGS C
Topographic Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Design Engineer's Sign
In addition, once your construction drawings --are pproved and this application is complete, you
will receive a copy of the Town's letter of transmittal to the State as your confirmation that the
application is complete and has been forwarded to the State for permitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department -P.O. Box 8, Holly Springs, NC 27540
919-557-3938 - 919-552-9881(far)
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2003 5c"r Design Appkapon Certification
04 112018

LC T
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr.,
Jonathan B. Howes
A. Preston Howard,
Governor
, Secretary
Jr., P.E., Director
March 31,1995
Stepanie L. Sudano, P.E., Town Engineer
Town of Holly Springs
Post Office Box 8
Holly Springs, North Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Waite County
Dear Ms. Sudano:
AT.RMAI
Aswov* 0
IDEHNFRL
On March 15,1995, the Division received your wastewater flow reduction request and supporting
documentation concerning wastewater flows associated with present residences within the Town of Holly
Springs. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per
bedroom as required in required by North Carolina Administrative Code to 255 GPD per household for
single family residential units. In support of your request, water consumption data and wastewater
information was supplied from households located in Holly Springs.
An evaluation was completed by the Division in accordance with 15A NCAC .02190)(3) using the
water consumption.data submitted, twelve (12) months of data starting from January 1994. The peak
month was determined to be January 1994 based on average wastewater generated per customer. Using
the upper 10% of the water consumption data for the month of January, eliminating industries, commercial
properties and several inaccurate residential readings, Division staff verified the flow rate of 255 GPD per
household.
1n view of the information submitted, the Division of Environmental Management hereby approves
the use of 255 GPD per single family residence in all applicable non -discharge permit applications for
future wastewater collection extensions which will be made tributary to the Town of Holly Springs
Wastewater Treatment Plant (Permit No. NCO063096). This consideration applies to any applicable future
projects submitted to this Division as well as any projects which are presently under review. Wastewater
flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between
the Town of Holly Springs and the Raleigh Regional Office.
If you have any questions or comments regarding this matter, please contact Mr. Michael D. Allen
at [phone] ext. 547.
since y,
/,--
A. Preston Howard, Jr., P.E.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]Q98
An Equal Opportunity Affirmative Action Employer 60% recycled/ io% post -consumer paper

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This map was produced to conform with the
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A metadata flle associated with this product is draft version 0.6.19

FREELAND and KAUFFMAN, INC.
ENGINE,-RS! LANDsc4PEARCHITECrS
January 22, 2020
NCDEQ — Raleigh Regional Office
Attn: Erin Deck
3800 Barrett Drive
Raleigh, NC 27609
919-791-4258
Subject: Lowe's of Holly Springs — NCDEQ/DWR Review Comments
Erin
This letter is being sent to confirm our receipt of the review comments dated 1/ 14120. We have provided
below a summary of responses to these comments:
1. A cover letter/project narrative was not received as part of the application. Please refer to general
instruction B for the requirements.
In response, a cover letter has been provided.
2. Section VL 7 summary of wastewater generated by the project, the daily design flow provided
does not match the flows found in 02T.0114(F). Please explain.
Per subsequent communications with NCDEQ, it is our understanding that with the estimated
flow of 23,000 gpd Is reasonably close to the 23,993 gpd as derived from the 02T rules there
are no revised calculations needed.
3. Section V1.8 wastewater generated by project was not completed.
In response, an updated application has been provided that has the 23.000 GPD indicated
under Section VI.8.
Attached is one original and one copy of revised Fast Track application, one copy of the Sanitary Sewer
Study, and a cover letter.
Please do not hesitate to contact us should there be any questions or a need for additional information.
Regards,
Todd Simmons
BTS/crd
209 West Stcne Avenue • Greenville. South Caro na 29609 • Telephone [phone]
Page 1 of 1

Deck, Erin M
From: Robinson, Jason
Sent: Wednesday, January 15, 2020 3:15 PM
To: Deck, Erin M; Cashion, Ted; [e-mail]; [e-mail]
Cc:'[e-mail]'; Sara Emig
Subject: RE: Lowe's of Holly Springs, NC - NCDEQ Comments on NC Fast Track Sewer Extension
Application
We're looking at the flow calculations in this referenced project.
The DEQ Fast -Track Application as well as the NC Administrative Code require that the design flows in 15A NCAC 0114(c)
be used to estimate the design daily flow of a project.
• For the Lowe's, 1,000 GPD was proposed in the application. Using the 2T Rules and the SF that was provided, we
calculated 11,123 GPD (100 gal/1,000 sf)
• For the grocery store, 22,000 GPD was proposed in the application. Using the 2T Rules and the square footage
that was provided, we calculated 12,870 (130 gal/1,000 sf).
The flows for the separate facilities was vastly different from what was proposed on the application and what was
calculated using the 2T rules, but they total almost to the same number (23,000 vs. 23,993 GPD).
At this time, we plan to issue the permit for 23,000 GPD that was included in the application, but in the future, please
use the design flows in 15A NCAC 0114(c) on fast -track applications.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
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From: Clif Dellinger Imailto:[e-mail]
Sent: Wednesday, January 15, 2020 8:48 AM
To: Deck, Erin M <[e-mail]>
Cc: Todd Simmons <[e-mail]>
Subject: [External] Lowe's of Holly Springs, NC - NCDEQ Comments on NC Fast Track Sewer Extension Application
■ �xtema all: Do notrdf � Iblss or opensattach ents unless ydu vertty. yen all:suspialous email as an attachment to

Erin,
Thank you for your time this morning in discussing your comments on the subject application.
To follow up, I have drafted the cover letter to include narrative about how the sewer flow rates were
established and have attached a PDF copy of the draft for your review and use for internal discussions
to determine if the document will be cuff icient substantiation on why the f lows for the project varied
from the 02T guidance.
Thanks,
Do not hesitate to contact us should you need additional information or have any questions,
Clifton R. Dellinger
Freeland & Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
(General) 864-233-5497
(Direct) 864-672-3420
e-mail: [e-mail]
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