WQ0041937_Application (FTSE)_20200901

BERRY
ENGINEERS LLC
MEMO
DATE: October 2, 2020
TO: NCDEQ— Water Quality Section
FROM: Christopher M. Berry, PE
RE: Sewer Main Extension — Fast Track Application
O'Reilly Auto Parts, Johnston County, NC
3555 Keith Street NW
Suite 109
Cleveland, TN 37312
[phone]
The enclosed submittal is related to a 314' extension of 8" C900 PVC sewer main to service a proposed
O'Reilly Auto Parts retail store located on NC-50 in Johnston County, NC. The proposed development
has an estimated daily design flow of 720 GPD.
Please let me know if any additional information is needed for this request.
- _
BERRY FNGIVrrRS, LLC 3555 KHT1I Sr, SUITE 109 CLEVELAND, TV 37312 TEL. [phone]

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State of North Carolina
Depttriment of Enytrpnnlent81 Quality
Dlvlelon of Wntor Resources
pwanofWttEerResetrrces 1SANCAC01T.0300—PAST TRACK SEWER SYSTEM MIINSION APPLICATION
FTA 04-16 dr SUPPORTING DOCUMENTATION
Application Number " `*0 `�� (a be o by Mil)
All Items must be comp Lied or the nnolleallon will 13 rcturngd
I. AMICANT INFORMATION:
1. Applicant's name: Johnston County (company, municipality, HOA, utility, etc.)
Z. Applicant type: ❑ individual ❑ Corporation ❑ t:Ierreral Partnership ❑ Privately -Owned Public Utility
❑ Faderai ® sw&r,ounty ❑ Municipal ❑ Other
3. Signature m0horily'a same: QWpdr&EftM per I,f,&NCAC 02T .0106fb1
Title: 131reator-Johnslon t grnty Public Udllttca
4. Applicant's malting add rl sx 309 B Mnnkct 5t
Cilr SmIiblield Statm N.0 Zip: 27577 r �'
0
5. Applicant's contact lmfona dew p,
Phone number:: MM 2*8333 Email Addm= �
u I[. PRo.lscr INFORMATION: �
1. Project name: G1iy Aute Parts .� 7 •a��,
x. Application/Project status: ® Proposed (New Penult) ❑ 1xbting PermidPtoject
If a modification, p mylda the ercistbrg permit number. WQ00 and Issued date: o on
Ir new consuvctloa but part ors m=u plan, provide the existing permit number: WQ00 .0
3. County where pmjeet is located: k6intm
4. Apgmitnato Coordinates; (Decimal Degrm): Latitude: 31.115 Longitude:--Ye.UW
5. Parcel ID (if opplicabia): 104
(or Parcel ID to closest downstream am)
Ill. CONSULTANT INFORMATION:
1. ProNa hmal Engineer: WSW& hL License Number: R$
Firm: Berry Engineers. LLC
Malting eddrw:
Cl1r. Clmlpnd Slatm JH Zip: 3 73 1 Z
Phone number: (4M 2MR80 Email Address:
IV. WASTS WATM TREATMENT FACILITY (W WTF) INFORMATIONt
I. Facility Nsme: Permit Number )716
Owzw Name: JohnstonSdffimb1
V. RECEIVING DOWNS'PRx M8SWBR INFORMATION (If different then WWTF):
1. Permlt Nunbw(s): WQ=411 a Downstream (Receiving) Sewer Sine: J, inch
WQCS-4bD
OwnerName(s):-aakon ('^mO 4
FORK, FrA D4.16 Page I of 5

Vk G? 4&FALR%QUHtSM9M
1' 4-PHMt-Is a PlivatelyOMOd Public UHilty, has it Cortilicate of Public Convenlmoa Sad' 141"ossily been avachW7
❑ Yes ❑No HNIA
2. IfthaApplieanf is a Davelopor of tots to be sold, has a Developer's Open lgol Afmment
(FORM: DEV1 bma saachad7
❑ Yes []No ®N/A
3, if Um Applicaal Is ■
boon attached?
❑ Yes []No HN/A
4. Origin of wastewater. (Check all that apply);
(tesidenttal Owned ® Rctall (enema, canters, nulls)
❑ Car Wash
Residential Leased Raw with fund pteparstlowlsarvies
❑ I -Iota] andlor Motels
Sphool 1proschoollday care Medical I dental I veterinary Mctliiles
Swimming Pool /Clubhouas
Food and drank facilities Church
swimming Pool/Fiitcr 13ackwaah
Busfaeasas / offices I factories Nursing Home
Other (Explain In Attachment)
5. Nature, orwastownwr: 3i Dome ddcommm+clal IR%Cammarobrl
'X Industrial (SIM l�A NCAC 02T .0103(2O)3
---Yls there a Pretreatment Program in effect? ❑ Yas ®No
6. Has a flow reduction been approved under 19A hICAC 02T.0 t 14(()? ❑ Yes ®No
P JEjes. provide a Wguf now reduction approval Wig
7. Summarize wastewater generated by project
Establishment Typo (sas 42T.0114(f!1
Daily Design Flow 0
No. of Units
flow
O'.R.eflly Auto Parts (Retail)
100 &a111000 s.f
7.2
720 GPD
gal/
GFD
gal/
OPD
Sal/
GPD
gal/
GPD
SKY
GPD
Total
GPD
a Sae 2 for cavorts to wastewater design flow rates (I.a., minimum flow per
dwelling; proposed unlomwn non-roaidenntial davalopmant uses, public cues racllides located am high public tm amr,
and n:ais4s. dd A��ipmperty k+caDedsoulh oraastariireAtlantic [nhxcoastal Waterway tako.usedu vacation rantaisas donj;w
b Per 15A NCAC 02T .0114(c), design flow rates rorestablishments not Identified (In table 15A NCarL Mm j4j d all be
determined using available' flow data, water ulna tbstura% occupancy or opaption patterns, and other measured data*
a. Wastewater generated by project: M GPD (par 15A NCAC 021.0114)
P Do not Include future flows arpmvlousiy permitted allocations
ifparmittad flow is zero, Indicate why:
❑ Pump Station or Gravity Sower where flow will be permitted In subsequent pennits out connect to tuts Brie
❑ Plow has already boon allocated in Pamil Number;
❑ Rehabilitation or replacement of existing sower with no new Gvw expoctod
❑ Other (Hxpfakr):
FORM: FTA 04-16
PRO 3 bf $

V L GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 2T dr MDr-(Gravity Se versl:
I- Sumtnarixa gravity sower to be permitted;
Site (inches) Length (feet) Materiel
8 314 C900 PVC
A Section II tit 111 of the MDC far Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sower(a)
D Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 A MUC (Pump Stations/Force Malnsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: &A
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 CMR}
5. Summarize the force main to be permitted (far this Pump Station):
Size (Inches) Length (reel) Material
NIA NIA NIA
6. Power reliability in accordance with 15A NCAC 02I.0305(hl(I l:
❑ Standby power source or pump with automatic activation and leletnetry - I SA NCAC 02T.0305(hx1)(B)=
D Required for all pump stations wills an average daily now greater then or equal to 15,000 gallons per day
D Must be permanent to facility
Or If die pump station has an average daily flow lass dun 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection rermptacle and telemetry .15A NCAC 02T
.0305(hXIXC)
of
❑ Portable pumping unit with plugged emergency pump connection and telemetry -1SA NCAC 02T,0305(hXIXQ•
A It slutll be demonstrated to tho Division that the portable source le awned er contracted by die applicant (draft sgrsanad)
and Is compatible with the station.
A lithe portable power am= or pump Is dedicated to multiple pump stations, an avaluation of all the pinup stag shwage
capacities and the rotation schedula of the portable power source or pump, inchading travel tbncffine , tdaail be provfdad
In the case of a multiple station power outages
FORM: FPA 04-16 pogo) ors

+R
h §
7I
,8117MACKS tiff SEPARATIONS—(02B.0200 dt 15A NCAC 02T.0305(0):
D=the ptgject comply with all separations found In lsA NCAC 02T .0305(fl d: fe] ® Yes D No
D ISA NCAC 02T.0305(11 rmnWas sninimum sm-Atytlnmg thnt:holl he ntnvided ihr tawersystems:
Setback Parameter"
Separation Required
Storm sewers and other utilities not listed below(vertical)
24 Inches
Water mains vertical -water aversewer Including In benched trenches
-Watermains(horizontal)
16 Inches
10 feat
Reclaimed water lines vertical - reclaimed over sewer
Is inches
Reclaimed water lines Qlorizqntol - reclaimed over sewer
2 fact
"Any private or public water supply source, Including any wells, WS-1 waters of Class 1 or
Class 11 Impounded reservoirs used as a source afdrb&lng water
100 feet
"Waters claraified WS (except WS-1 or WS-1), B, 3A, ORW, NQW, or SB Som normal
high water or tide elevation and wetlands see Item DU)
SO hot
"Any other stream, lake, impoundment, or ground water lowering and surflice drainage
ditchas
t0 feat
Any buildinit foundation
S feet
An basement
10 f et
T02 slo a of ambanimtrmt or cuts of 2 feet or more vertical height
10 tint
Drainage e systems and Interne for drains
5 feel
Any swimming is
10 het
Final earth aide vertica
36Inches
> 15A NCAC 02T,0305fa1 contains alternatives where sepamtlaus In QI,03Q5.M cannot bo achieved.
> -Stream classifications can be Identified using the Division's NC SurUe Weler C[ uirifcations weboatse
> Ifnoncompllance with 02T.0305f11 or cal. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
> Seethe Division's draft separation requirements for situations where separation cannot be ear
> No variance Is required if the alternative design criteria specified I: util€ ad iu design and nstruetion
> As built documents should referattca fife location of ernes effWed
3. Does tine project comply with sotbadm found in lice river basin rules per 15,6 NCAC _02B .0200? ® Yes []No ❑ NIA
> This would Include Trout Buffered Streams per i SA NCAC 2B.0202
4. Dons the project require coveragelautharlxattion wader a 404 Nationwide or ® Yes No
hrdtvWual permits or 101 Water Quality Certifications?
> Information can be obtained fiam the ,4QjPuffer Permittint Branch
S. Does project comply whin (additional permitsfeardiications)7 ®Yes ❑ No lkl
Per directly related anvironmentai permits or certification application era being prcprred, halve
bean applied for, or have been obtained. Issuance or this permit is contingent on issuance of dependent permits (erasion and
sodimanation voolml plans. slornwator mam Mnent plans, ale.).
6. Dom" project Include any sewer collection lines that are deemed "higlr-priorityr
Per 15A NCAC 02T.0402. "high -priority sewer" means "any aortal sewer, sewer contacting surihce waters, siplum
,1 or sown
positioned parallel to streambaaks that is subJect to erasion that undermines or datetioreWs the sewer.
❑ Yes ® No ❑ WA
> try", include as adwhmeat with details for each line. Including type (aerial Tina, size, materK and 1ocrtlu4
Nigh priority lines shall be Inspected by the pa rm III as or Its representative at least once every sii-moatha; &W lrtspestlaas
documented per ISA NCAC 02T.0403(axS) or the permitea's individual System -Wide Collsetloa permit.
FORM: PTA 04-16 a4 of3

CCRTMCATIONS:
1. Dom the submitted sysltan comply with 15A_NCA= the
Main'and Fe= and the Q mavity Scwcr Minimum Drsljo Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Allcmative Design Request application (VADC 10-14) and supporting documents for
review. ARDER"I Of the Emmt ly rcaulMd orlor to jubmiltial
2. Professlotmal Enghwet's Certincadon:
that this application for
has been reviewed by me and h; accurate, complete and cotslstent with the Inferaaation supplied in the plans, apeei[loadona,
engineering calculations, and all other supporting documentation to the best of my knowledge_ I Amber attest that to the but
of my knowledge the proposed design has been prepared In accordance with the applicable regulations, Gravity Sower
Minimum Design Criteria for Gravity Sewers (latest version). and the Minimum Design Criteria for the Fart -'track Permitling
Of Pump Stations and Pone Makes (latest veaslon). Although other professionals may have developed certain portions of this
submittal package. inclusion of these materials under my signature and seal signifsa that I have ieviewed this material and
have judged It to be consistent with the proposed design.
NOTE — In accordance with (General Statutes 143-215,6A and 143-215.6D, any pow who knowingly makes any false
steternen4 representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
Include a fine not to exceed S10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professlonal Engineer's seal, slgaatuM and date:
3. Applicant's Certlfkatian per ISA NCAC 02T.0106(b).
lift' -fit M—Uffilitleb attest that this application for
title ttom Application Item 1.3.1
has boon 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 Include!, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-
discltargc system to surface water or the land will result In an immedlatt enforcement action that may Include civil permities,
Injunctive relief, and/or criminal proseeutlon. I will make no claim agaltst the Division of Water Resources should a considers
of this permit be violated. 1 also understand that If ail 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 accordenco with General Statutes 143i13.6A and 143-21�.613 any person who knowingly makes any liaise
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to S25.0W per violation.
i
Slgnaturer Dole:
i
FORM, FTA 04-16 Page 5 ors

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
DIvlslon of %Vhtcr Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Johnston Count
Project Name for which flow is being requested: OReilly Auto Parts
Mare than one F'7Sl~ may be required far a single proJect if the owner of the tVWTP Is not responsible for all pump
stations along the route of the propared wasteislaterJlow,
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit 0: NCO030716
A11Jlows nee Its MGD
c. WWTP facility's permitted flow 9.5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.9430
e. WWTP facility's actual avg. flow 5.970
f. Total flow for this specific request 0.00072
g. Total actual and obligated flows to the facility 7.9136
h. Percent of permitted flow used 62.9% trib, 83.3% paper
11. 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)R(B+C)
(E)-(A-D)
Design
Obligated,
Pump Average Daily
Approx.
"Not Yet
Total Current
Station Firm Flow"
Current Avg.
Tributary
Flow Flux
(Flame or Capacity,' (Firm 1 pl),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MOD MOD
MOD
MGD
Flow
Capacity•**
McGees 0.2592 0,1037
0.0367
0.0302
0.0669
0.0367
Landfill EQ 19296 1.6718
0.8387
0.6140
I.4499
0.2220
* The Firm Capacity of any pump station Is defined as the maximum pumped flaw that
can he achieved with the largest pump talwn out of service.
"' Design Average Daily Flow is the firm capacity or the pump station divided by a peakiq
faclor (pf) not less than 2.5.
11 " A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WW'rP where the Available Capacity is t50.
Page 1 of 6
FTS1r 08-13

III. Certification Statement:
I Chandra C. Farmer, P.E. 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 If plus all
attached planning assessment addendmns for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow_
Signing Official Signature Date
Page 2 of 6
FPSE Q8-13