WQ0039314_Regional Office Historical File Pre 2018

Divlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING k
Applicatio
All
ber:
to be completed by t)WR)
ust be eonwleted or the nnptication will be.
APPLICANT INFORMATION.
1, Applicant's name: Citv of Shelby (company, municipality, HOA, utility„ etc.)
?. Applicant type: El Individual E Corporation General Partnership
State/County Ittnic"pal
Signature atrtltority s:tame: Rick. Iowc11 per C 5A NCAC 02T .Olf)6(b)
Title: City Manager
4. Applicant's mailing address: 3()0 5 "ashingtion Stre l
City: Shelby State: NC
Applicant's contact information:
Phone number: [phone] Entail Address: rick,howellgcity fshelbv.corn
El Federal
II. PROJECT INFORMATION:
Zip: 28150-
1. Project name: 2017 tiWestaide Sewer System Improvements- riodifZc ation
2, ApplicationtlProject status:
If a modification, provide t
Q Other
Proposed (New Permit) Existing Permit/Project
sting permit number: WWQ0039314 and issued date: 7114 20➢7
If new construction but part of a master plan, provide the existing permit number:1WVQ00
County where project is located: Cleveland
4, Approximate Coordinates (Decimal Degrees): Latitude: 35 27443" Longitude: -81.61 633'
5, Parcel ID (if applicable): See plans
(or Parcel 1D to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: 1t.J. M zeley License Nu ber: 037937
Firm. McGill. Associates
Mailing adclr'ss: 1240 19`h Street Lane NW
City: Hickory State. NC
Zip: 28601-
Phone number: [phone] Email Address: ri.rnozeley(mcgdlassei
STEWV.^ATER TREATMENT VAC (WWTF) INFORMATION:
Facility Name: First Broad River Vi'WW PF Permit Number: NC0024538
Owner Name: City of Shelby,
RECEIVING DOWNSTREAM SE WW ER INI' ORN ATION (if different than WWI'FF):
1., Permit NumberO: WO ilia Downstream (Receiving) Sewer Size: ilia inch
System Wick: Collcctic sa SystemPerm"' Num" ffit' s 1f a pa) le . WWQCS00037
Owner Nam s): City of Sh.elh
y-Owned Public C1tLEty
FORM: FIA 04-16,
Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a..Privately-Owned Public Uniity, has a Certificate of Public Convenience and 'Necessity been attached?
El Yes No N/A
2. If the Applicant is a Developer oF1ots to be sold, has a Developer's Opertioni) oreemenaFOR.M; DEVI been attached?
0 Yes 0No N/A
is a hjejfroey O•wriers' A ssocjat , has an Ogyational AsNenjent ,(FORM: {j()A1 been attached?
Yes 0No ZN/A
3. lithe Applicant
4. Origin of wastewater: (check all that apply):
0 Residential Owned
0 Residential Leased
0 School / preschool day care
0 Food and drink facilities
Businesses / offices / factories
5, Nature of wastewater :
ri Retail (stores, centers, malls)
Ej Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
0 Nursing Home
Car Wash
Hotel andler Motels
0 Swimming Pool /Clubhouse
0 Swimming P•ool/Filter Backwash
0 Other (Explain in Attachment)
DemestielCo•mmercial. % Commercial
o Industrial (See 15A NCAC 02T .01031:20))
'Is there a .Pretreatment Program in effect?
6. Has a flow reduction been approved under 1 NCAC 02T .0.114 t Yes
7., If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Yes 4No
No
hment Type (see 02T.0114
Daily Design Flow
No. of 'Units Flow
NIA
gallday
gal/
al/
gall
gal/
GPD
GPI)
GPD
CiPD
GPD
gal/
GPD
Total GPD
See l 5A NCAC 02T ..01.14b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential developrn.ent uses.; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals, as defined
iri G.S. 42A-4).
b Per 15A NCAC 021' .0114(c), .design flow rates for establishments not identified [in table 15A NCAC 02T.011.41 shall be
determined using available flow; data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
- Do not include future flows or previously permitted allocations
[f permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Z Flow has already been allocated in Permit Number; W00039314
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM; FTA. 04-16 Page 2 of 5

I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) 02T All C (Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
Section II & ilt of the IVIDC for Permitting of Gravity Sewers contains information related to design criteria,
Section HI contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of tbe MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains:
COMPLETE FOR EACH PUMP STATIONINCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): 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
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
N/A
Length
feet total dynamic head (TDH)
6, Power reliability in accordance with 15A NCAC 02T ,0305(h)(1):
Ej 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-cormection receptacle and telemetry NCAC 02T
.0305(h)(1)(C)
Ell Portable 'pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by th.c applicant (draft agreement)
and is compatible with the station.
"?' If th.e 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 timcframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX, SETBACKS & SEPARATIONS (02B .0200 & 1.5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02'T .030.5(f) & (g)
5A. NCAC 02T,0305(0 comains minmurn scparat—tha shall for s
t SC
Wa
Setback Para
s ,ertical-water over sew
Water mains (horizontal
. Reclaimed water lines ('eitical- reclaimed over sewe
Reclaimed water lines (horizontal- rcchirncd over s
**Any private or public water supply source., including any wells, WS-I waters of Class 1 c
Class 11 impoundcd reservoirs used as a source of drinking water
'Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
-1 water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any 'building founda
Any basement
ope of crnbankmeut er cuts of 2 f
Drainage systems
swimmini
ptor drains
Yes E No
s• st ms:
Separatwn Required
4 inches
18 inches
10 feet
8 inches
2 feet
0
50 feet
0 feet
verticalheigh
0
e
Final earth grade (vertical) 36 inches
> 15A NCAC 02T.0305contatns alternatives where separations in 02T.0305(j) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications wet
• If noncompliance 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) El Yes E3 No Z N/A
> See the Diviion's draft separation requirements for situations where separation cannot he meet
• No variance s 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 El No fl NIA
> This would include Trout Buffered Streams per 15A NCAC .213,0202
4, Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
.> information can be obtained from the 401 & Buetijncjj
Z Yes
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifteations)? Yes No
Per 1 5A NCACO2T.0105:ti)(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 strearnbank.s that is subject to erosion that undermines or deteriorates the sewer.
E Yes No Z N/A
> If yes, include an attachment ,ith details for each line, including type (aerial line, ,siz.e„ 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA. 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15,A NCAC 02T the Minimum Detii m Criteriafor the Pcrinitiing,of Nita Stations
antilloriKMAinsaaNst yelsjoill and the Greity SmerAltiiiintim Dojo Criteria Oiliest version.) as applicable?
E3 Yes flNo
I f No, complete and submit the Variance/Altemative Design Request application (V ADC 10-14) and supporting documents for
review. Approval of the request is required prior to sub tni ttalof tite„Fast Track Application and supportingdcnten
2. Professional Engineer's Certification:
,.,,,•••fd_.,:AZ.:144_,--
(Profesosional Engineer's name from Apphcatioii
auest thatapplication 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
Iv1inimuin 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 1 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 tine 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:
,•.,
0 • “'"/
..4t- SEAL "r•4
r-
- •037fl37 •
•
.3. Applicant's Certification per I5A NCAC 02T •0106i(b):
, e
(Signature Authority s name & title from Ap
pplication for
has been reviewed by me and is accurate and complete to the best of my knowledge. .1 understand that if all required parts of
this application iire not completed and that if a11 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. 1 will make. no claim against the Division of Water Resources should a condition
of this permit be violated, .1 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 -10 accordance with General Statutes 143-2-,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:
FORM: FTA 04-16
Pagc 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: City of Shelby
Project Name for which flow is being requested: 2017 Westside Sewer System Improve.
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
1. Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility Name: First Broad WWTP
b, WWTP Facility Permit #: NC0024538
Allflows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 0.27
3.02
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
1.0
4.29
71%
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:
(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 / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Westside 4,896 1.958 0.8 1.0 1.8 0.158
...
* The Firm Capacity of any pump station is defined as the maximum pumped flow a
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump stationdivided by a peaking
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 < O.
Downstream Facility Name (Sewer): N/A
Downstream Permit Number: N A
Page 1 of6
FTSE 04-16

111 Certification Statenient:
1 Rick Flowed, City Manager certify to the best °filly 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 treatntent 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 1 and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this nn indicates acceptance of this wastewater flow,
Signing 'al Signature
Page 2 of 6
FTSE 0446

State of North Carolinn
Department of Environrrment
Divis
Division of Water Resources Watershed
Along with this form, submit a +color copy of a USGS Topographic Map to identify the p
Each map or maps must show the location of the sewer system and include location i
traverses over or near waterbodies. The map should have location ICi's for eac
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://portal ncdenr. arg/web/ww/homejr°
Location iD Narne of Waterbody'
Stream
Crossing 1
Stream UT Beaverdam Creek
Crossing 2
River First Broad River
UT Beaverdam Creek
Cro&sing
River Waterbody Waterbody
Ba in index No, Classification
Broad unknown C
Broad unknown C
Broad 9-50-(28) C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins,

certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
4141 ‘0414
cAR

NC Surface Water Classification
May 3, 2017
Surface Wilier Classifications
CITY OF SHELBY
2017 WESTSIDE SEWER SYSTEM IMPROVEMENTS
STREAM CROSSING NO. 1
STREAM CROSSING NO. 1
Gill
ASSOCIATES
ERING•PLANNING•FINANCE
ASU Vtilll, liC 211101 PH: MS) 11,2-0575 P911e MENSES 1 C4N 9
0,15
0 175
0 7 km
Soortaa: Eeri HERE, DeCcrme, mlwrmep, hcmmenl E Cerp„
GEHCO, VSOS, FAO, NPS, 'NRCAN• Gadaese, IG Nu Kedmaler NI.„,
Ordnance Survey, Ean dapen„ METI, Esn Cleaes iNtmg Kona},
aebiioropn, Mapmylnplu,ee4 ©per•SlreetUap conlntrulors, and One GIS
SWIG of Nor% Camino POT, Ear, HERE, Germtn, INCREMENT P, Int./nap, USGS, WET'
ASA,
NCDENR ON, Weise Resources
A, USDA NCDL`NR - DNIYDre of Weter Rea ones

NC Surface Water Classi
May 3, 2017
Surface Wolter Classifications
ca
ion
CITY OF SHELBY
2017 WESTSIDE SEWER SYSTEM IMPROVEMENTS
STREAM CROSSING NO. 2
STREAM CROSSING Na 2
McGill
ASSOCIATES
ENGINEERING•PLANNING•EINANCE
55 BROAD !MET ASHJMLLE, NC 2Stl®1 /IL 012612Sf457s FIRM UMW. ClNle
1:15,056
0,175 0_35 0,7 rni
©-35 0,7
1,4 krn
S orcur Esri, MERE, Da1xme„ Inlernnep, ono amanl R Gonv,,
CEBC0, USGS, FA©, NIPS, NR CAN„ CelenN ee, IGN. Kadeajet N1,
Ordnance Survey, End Japan, METO, Fein China (Hone Keno),
evesslopo,. Mepmyh+Wie,C 0cartSlreetMep wnlnbuionl, and Ice GIS
NGOENR ©Ov, Wafer Rescurces
SIM%of No Cafnena SOOT, Eml, HERE, Gemmel, el, INCREMENT P, InIarmap, U SGS, METI/NASA, EPA, USDA k NCOENR • Dieleion of Weiler R►smacbs [

NC Surface Water Classification
May3, 2017
Surface water Classifications
CITY OF SHELBY
2017 WESTSIDE SEWER SYSTEM IMPROVEMENTS
RIVER CROSSING OF FIRST BROAD RIVER
RIVER CROSSING
ASSOCIATES
ENGINEERNGPLANNINGFUJANCE
11 MAD SlikErr AflFVLLE211Se PEI tV1Z,12.03r5 MY LICENSE �C4439
1:18,056
0 0,175 0,35 OE7rni
0.35 07 14 len
Sources, E,sp, ISERE, Celormo, Inlermap, mceruonl P Corp_
GEnco, outs, FAO, NPS4RCAN, GeoBase, G,Itsessuir NL,
Orenence Stovay, Esc Japes, METI„ Eon Chins INooS Rose),
wafts l000„ Mapreylnela,C sera trasiMep coribi boors, srur tna GIS
NCPENFt D. WOW F1,4.11MAYS
Slate of NW% C&1061.41 DOT , Eon, FitERE, C..',Arrnin, INCREMENT P, Inlermap, USGS, METUNASA„ EPA, USDA 1 NCOPNR Division ol Rne.X.N1

m:J >' \I E., V\r ± v<G w
m»>»
CITY OF S H E L B
CrEVELAND COUNTY NORTH CAROLINA
C 1 A T R S
FR!* G 2;w & &!* G +!N N Ct

mcgi
November 15, 2019
Mr. Ori Tuvia
Environmental Engineer
Division of Water Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Fast Track Permit Modification - WQ0039314
2017 Westside Sewer System Improvements
City of Shelby, North Carolina
Dear Mr. Tuvia:
ToTTOESTsMOTETOMENTTio„,„,s,
In order to serve a new industry coming to Cleveland County, the City of Shelby has permitted
the extension of a new 24" sewer line for an expanding customer in an existing industrial park
property on Farmville Road. The sewer line project, permitted in 2017, included an additional 24-
inch PVC and DIP line gravity sewer line. This modification to the standing permit includes a 30-
inch DIP gravity sewer line in place of the currently permitted 24-inch line for 229 linear feet
immediately upstream of the Crest pump station.
On behalf of the City of Shelby, please find enclosed the required permit submittal package for
the above referenced project. The submittal package consists of the following:
1. Application Fee Payment ($480.00)
2. Application Form (FTA 04-16)(1 original & 1 copy)
3. Flow Tracking/Acceptance Form (FTSE 04-16)(1 original & 1 copy)
4. Stream Classification (WCAS 01-15)(2 copies)
5. Site Maps (Topographic and Street Level)(2 copies)
Following approval of this permit modification, the City and McGill will issue all certifications as
necessary. Should you have any questions or need any additional information please feel free
to call our office at 828-328-2024.
Sincerely,
McGILL ASSOCIATES, P.A.
RJ MOZELEY
Project Manager
RJ:sa
Cc: David Hux, City of Shelby
LABroadstreerProy.,r2,1s',2G16,16 00:359\MIsc'APPLIC5 IONS',NCIDEQ'.30Ardi Malificatiow2 Covef Letter -3Cin GS Modficab docx
MCGLL, ASSOCIATES SOO "TM T TOO T Too ,TT,„

FAST TRACK SEWER ENGINEERING CERTIFICATION
P F Ri1 H TT E E: C I °fit f:) F° S E H E L.B
PERM F #: V ()(l(J39 314 °leulditieaation.
PROJECT; 2017 WESTSIDE-: SEWER. SYSTE\°t I vWROVErv1ENfSS
ISSUE DATE: OC l Of31:R 25, 2019
sidered complete nc r allowed to operate in teee rdanee with standard
pe<nnit until the Division ha reeei e.d this Ce.rtiliLatieAi and all required supporting
It should be submitted in a manner that documents the Division's receipt. Send the
d documentation to the Re ia.'anal Superv°isor,. \ Meter Quality Regional Operations Section at the
dress noted in the page rooter,
flow made trihtttar t the w°astewatcr cul1L t1t?n system t t.t nsat to prior to completion
on shall be considered a violation of the permit and sha11 subject the Pennittee to
appropriate enforeente nt actions, The Pennittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drain and design calculations regardless of whether partials have been submitted,
PER P IITTEE'S CERTIF'ICATION
I, the undersizttecl aetat for the lettttittoe
the a.pplicahlc standards & requirement
design `construction information to the Per
wastewater collection system permitted herein
EN+
hereby state that this project has been constructed pursuant to
he Professional Engineer below has provided applicable
and the Permitter is prepared to operate & maintain the
its therct f,
EEKS CERTIFFIC T
as a dttj registered Pro'fessicnal Fttgittc,et rta the *Mate of North C`arctlittar9
iodically, weekly, full tune flee construction of the
pros ! above for the above Pennittee hereby state that, to the best of my
abilities, due earc and diligence was used in the observation of the following construction:
such that the construction was observed to he built within. substantial compliance of this permit: 15A
NCAC 02 F the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria
adopted February 1.2, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting td Pump Stations and Force Mains adopted June 1, 2001) as applicable; and other supporting
rmarteria
North Carolina Professional Engineers Seal »l,ignature & date:
Ina" 0 .Partial iinclude description)
r Comments/Qualifiers (attar:eh if necessary):
NC QWR -- Water Q
Mooresvike Rego'
R
Opera3t?o ss Sectio
st Center Avenue, Saute 301„ to lc eresva@1e,.
Phone: j,ft?4l6,63--1699 FAX; (T04)
}4t

Shapqng Togetner
October 31, 2019
Mr, Ori Tuvia
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Final Certification
2017 Westside Sewer System Improvements
Permit No, WQ0039314
City of Shelby, North Carolina
Dear Mr, Tuvia:
Vf()0 flESV LI E. A G NA 1:„ f" F E
To the best of my knowledge and in my profession& opinion the above referenced project has
been constructed in substantial compliance with the approved plans and specifications. This final
certification includes all proposed gravity sewer improvements, pump station improvements and
force main sewer improvements. Enclosed for your use is the completed Certification page, A
copy of the design calculations and a complete record drawing plan set for each contractual
division of the project was transmitted to your office on July 3r©, 2019.
Should you have any further questions or comments regarding this project's final certification,
please do not hesitate to contact us at 828-328-2024.
Sincerely,
McGILL ASSOCIATES, RA.
R.J. MOZELEY, PE /
Project Manager
RJM:sa
Enclosures
Cc: Mr. David Hux, City of Shelby
Mr. Cameron Howell, City of Shelby
OBrpacistre0,ergjgcls2016\16.Q0;359\Qonstruction Certification\DYVR-ippLcert 19:1 Q:3

Ttrvia, Ori A
From:
Sent:
To:
Subject:
Ri Mozeley <Rj.Mozeley@ mcgillassociates.com>
Thursday, September 05, 2019 5:17 AM
Tuvia, Ori A
RE: [External] RE: WQ0039314 - 2017 Westside Sewer syste
engineering certification additional information.
provements - final
That 10" force main was constructed with the original pump station and permit dating back well before 2007 when the
current triplex wet pit/dry pit PS was permitted and constructed.
R.J. Mozeley, PE
t Manager,.
t F>cG.
T 328
C 828 22
We launched a refreshed brand. Please note email
changes abov°e.
From: Tuvia, Ori A <[e-mail]>
Sent: Wednesday, September 4, 2019 3:51 PM
To: Ri Mozeley <[e-mail]>
Subject: RE: [External] RE: WQ0039314 - 2017 Westside Sewer system improvements _ final engineering certification
additional information.
Mr. Mozeley,
After looking at the documents you provided, they appear to address my concerns with the project and it's variance
from the permit (as long as the modification for the gravity sewer is completed as stated). One additional question that
came up is regarding part 9 of the design memo, indicating there is a 10in FM, is that lone been previously permitted?
Or is it a new line?
Sincerely,
Ori
From: Ri Mozeley <Rj,Mozeley m giilassocia es.corn>
Sent: Tuesday, September 03, 2019 4:18 PM

To: Tuvia, Ori A <[e-mail]>
Subject: RE: [External] RE: WQ0039314 - 2017 Westside Sewer system improvements - final engineering certification
additional information.
Mr. Tuvia,
Attached to this message is a DRAFT response to the comments you'd provided below. Would you be available to
discuss these responses sometime tomorrow over the phone?
Thank you,
Project Manager
We launched a refreshed brand. Please note
1 I
b address changes above.
From: Tuvia, Ori A < ri.tuviaencden r.R
Sent: Friday, July 12, 2019 10:40 AM
To: RJ Mozeley <K, °icwz_ei Ly_@mcai lase clates..com>
Subject: RE: [External] RE: W00039314 - 2017 Westside Sewer system improvements - final engineering certification
additional information,
Mr. Mozeley,
Please see attached
Hope it helps,
Ori
From: RJ Mozeley <RjmMozele_y( mcri9
Sent: Friday, July 12, 2019 10:23 AM
To: Tuvia, Ori A <ori.tuviaclncdenr.gov>
Subject: [External] RE: WQ003931.4 - 2017 Westside Sewer system improvements - final engineering certification
additional information,
2

Mr. Tuvia,
As we're preparing our responses to your comments we've begun looking for a copy of the application information and
do not find a signed copy of the original FTA form or the FTSE form. Could you pull them from your files and scan back.
to me please?
Thank you,
R.,J. Mozeley, PE
1240 i 9,'' t L ' NW,
T 828,328,2024
C _ '.B 228 4230
mozeley3 fed
t s "li.assocxi
Fate
We launched a refreshed a -and. Please note email / we address changes above.
From: Tuvia, Ori A <ori.:uv a@ncden aYv>
Sent: Wednesday, July 10, 2019 9:11 AM
To: RJ Mozeley <J._MozeleyTrncgl:iscrn>, rick nu^cleititiy.cnm
Cc: Fertenbaugh, Christyn L <ciiristyn,
Subject: WQ0039314 - 2017 Westside Sewer system improvements - final engineering certification additional
information.
Good Morning Mr. Howell and Mr. Mozeley,
pv>
The Mooresville Regional Office is in receipt of the As -Built Plans for WQ0039314 on July 9, 2019, Review of the plans
has resulted in the conclusion that the final certification for this project is deemed incomplete for the following reasons:
1. The peaking factor used to calculate peak flow for Grizzly industry was listed has 1.35 (or 1.803 combined for
all). However per Minimum Design Criteria
"Peaking factors for pump stations conveying industrial or other process wastewater shall be determined based
on actual operating conditions of the facility; however, in no case shall the peaking factor be less than the
minimum set forth in Section 2.02A.4.c.c.
In no case shall a peaking factor less than 2.5 be used to calculate peak hourly wastewater flows for any pump
station"
In order for the project be permitted through the fast track program all minimum design criteria's must be met.
If you wish to apply for a variance using a lower peaking factor for this project, please contact Christyn
Fertenbaugh, (CCed).
2. The gravity sewer lines connecting Manholes 1-5 are all 30-inches in diameter. The permit was issued for 24-inch
gravity sewer. A permit modification will be needed to address this issue,
3

The average flow listed for this project for at least this phase of it) .9 G(1. MGD for Grizzly, 0.3
other current 0.1 Other -future). The permit was issued for 1 MGD, in addition to the 0,8 MGD current average
daily flow, equal to 1.8 MGD, less than the average flow expected. if you wish to increase the allocated flow a
permit modification will be needed, or alternatively the flow listed for this project will need to be reduced;
Please let me know if you have any questions
Sincerely,
Ori Tuvia
Environmental Engineer
NC C EO f Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: (704) 2 -21 Fax: [phone]
Ori.toviaancrienrcov

mcgd
September 3, 2019
Mr. Ori Tuvia
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
i iµr'rvli'ii , Tog
RE: Final Certification — Mooresville Regional Office R i Comments
2017 Westside Sewer System Improvements
Permit No. WQ0039314
City of Shelby, North Carolina
Dear Mr. Tuvia:
We are in receipt of your comments
in your email on July 10t, 2019. PIe
response to that comment,
Comment No. 1: The peak facto
has 1.35 (or 1.803 co
for pump stations c
on actual operating
less than the minimu
than 2,5 be used to calcut�r
the projed thro
met,
Respon
project's
more reliable
equipment insta
The prop "
;sign phase.
ration from
Il the Grizz
Further, the City of She
inal ce
quote o
he subject project as provided
comment below along with our
Grizzly industry was listed
Criteria "Peaking factors
shall be determined based
in no edge shall the peaking factor be
In no case shall a peaking factor less
flows for any pump station" In order for
all minimum design criteria's must be
Grizzly flow has been reduced significantly since the
in proposed wastewater discharge is based on
zly process engineers and inclusion of process water re -use
cility.
anding Significant Industrial User (SW) program in place and
has reached agreement the Grizzly facility in its pre-treatment permit to create on -site flow
equalization tanks with a vo ume of 340,000 gallons and assist the industry in limiting its
instantaneous wastewater discharge to the Westside basin to 350 GPM for the proposed
expansion. Please review the revised design calculations which indicate the amount of each
tributary flow planned for the Crest PS and with the associated peaking factors now at 2.5 for all
flows.
Comment No. 2: The gravity sewer lines connecting Manholes 1-5 are all 30-inches in diameter.
The permit was issued for 24-inch gravity sewer. A permit modification will be needed to
address this issue,
MCGtlLL ASSOCIATES 1240
NW,Fi,..KOR4 MCGILL,

Mr. Ori Tuvia
September 3, 2019
Page 2
Response No. 2: Due to the expeditious nature of the project's overall original schedule the FTA
was submitted early in the design process. During the sustained design process, the City
desired to reduce its number of sewer lines crossing under the creek at the pump station and
therefore the project's design was modified to combine the existing 1 6-inch diameter sewer with
the proposed expansion project's sewer, Therefore, the proposed 24-inch diameter sewers
under the creek were increased in size to 30-inches in diameter. As requested by Comment
No. 2, please find enclosed with this submission an updated FTA to modify the previous FTA
and replace 24-inch gravity sewers with 30-inch gravity sewers.
Comment No. 3: The average flow listed for this project (or ,t this phase of it) is 1.9 MGD
(1.5 MGD for Grizzly, 0.3 MGD other current, 0.1 Other f The permit was issued for 1
MGD, in addition to the 0.8 MGD current average daily � ,'� 1 to 1.8 MGD, less than the
average flow expected. if you wish to increase the allocated flouerrnit modification will be
needed, or alternatively the flow listed for this prs vill need to duced.
Response No. 3.' The proposed additional Grr
project's early design phase. The reduction it
more reliable information from Grizzly process en
equipment installed in the Grizzly faPlease rev
indicate the amount of each tribute f i need fo
We trust that these responses and rev
you need anything further tissue the fin
Sincerely,
McGILL AS I ES,
R.J. MOZEL
Project Manage
Enclosures: Modifieorandum
has been reducsignificantly since the
d wastewater disc is based on
fusion of press water re -use
vised design calculations which
est PS,
ess all of your comments, If
us at [phone].

mcg l
July 3, 2019
Ill l.l...lil_
Mr. Ori Tuvia
NC DEQ Division of Water Resources
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Final Certification
2017 Westside Sewer System Improvements
Permit No, WQ0039314
City of Shelby, North Carolina
Dear Mr, Tuvia:
To the best of my knowledge and in my professional opinion the above referenced project has
been constructed in substantial compliance with the approved plans and specifications. This final
certification includes all proposed gravity sewer improvements, pump station improvements and
force main sewer improvements, Enclosed for your use is the completed Certification page, a
copy of the design calculations and a complete record drawing plan set for each contractual
division of the project.
Should you have any questions or comments regarding this certification, please do not hesitate
to contact us at 828-328-2024.
Sincerely„
McGill ASSOCIATES, P.A.
R,J, MOZELEY, P
Project Manager
;rjm
Enclosures
Cc: Mr. David Hux, City of Shelby

riEr VEDINCOENRIEMIE
FAST TRACI( SEWER ENGINEERING CERTIFICATION
PERMITTEE: City of Shelby
PERMIT #: WQ0039314
PROJECT: 2017 Westside
ISSUE DATE: July 14, 2017
System improvements
WOHOE
MOD:4E8V E REG VE)NA „ PiCE
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Uvision's receipt, Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shalt subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PEMrrtEES CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
designiconstruction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herrrir porofls thereof.
Printed Name, Title
nature
Et4GIINIEFFI'S CERTIFICATIO
as registered Professional Eutineer in the State of North Carolina,
having been autho izecl to observe eriodacally, [1 weekly, LI full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and dirgence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 1SA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materiais,
North Carolina Professional Engineer's Seal wisignature & date:
[ \/1Final
Partial (Include description)
Certification Comments/Qualifiers (attach if necessary):
CA 'ix)
S
:4" SEAt
0479,37
44P4flitot
Mato of North Caroltror Env:r ownsonl QUAr); WAtti Ria4,444;t5 i le Qoatiry RegirNo!! Operroium
orikti 6101 111:1$! Curet! clog!, 5::!!!t 1131 Mooncv! 281.1!,1