WQ0042040_Regional Office Historical File Pre 2018

Resources
Appl°cat tin \artrsrLr:
All'
API'E.ICAy 1" I\FR
;Applicant's matte:
Applicant type
Phone ,umh r: (` C1=; ) 528a. 7fJtft)
I1. vR(:}JF'("1' 1\F`(JIZ.WIA°hwN:
(ter: C aroL°1
I1. (:()\SE.`I "I'.AN I' INI
Aitrilirrt; atciciress:
l'!I� C,c)t°C e.lici
„ttlyitin Et
teclk per ..5,A_.
✓�i
iig perrnit ttrai ibei.
I°A 04-1(r &
A E'FaR "1 RF;A`I'\IF \ E` FA( I LI'1`Y ('1vw IT) E\ F'OR 1A 1IO\:
Name:
rolrcrr.
uctit nl` r:nvir•tr x enia1 Quality
Yur ces
Division of \\
EWER S STF:' 1 EXTENSION API' Al ION
ATION
WQRQ
)r4AL., Or FiC:;-E
1LJ

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 DOCUMENTATION
Application Number:
(to be completed by DWR)
All items st be completed or the application ifl e returned
APPLICANT INFORMATION:
Applicant's name: DR Horton, Inc. (company, municipality, ROA, utility, etc.)
2. Applicant type: .0 individual Corporation 0 General Partnership 0 Privately -Owned Public I -
0 Federal Ej Siate'Count D Municipal Ell Other
3. Signature authority's name: Bryan Gruesheck per15 A NCAC 021 ,0j06(1b2)
Title: Town Manager
4. Applicant's mailing address: 400 North Ea,stwav Drive
City: 'Troutman State: NC Zip: 28166-
5. Applicant's contact information:
Phone number: (7'04) 528-7600 'Entail Address: [e-mail]
E VERN CO LEN R /DVV, R
tIfICS SST 'I's
MOOSV LLE. R.E.L7Lk., NAL. OFFIC.E
IL ,PROJECT INFORMATION
1. Project name; Calvin creek
2. Application/Project status: Proposed (New Permit) El 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 the existing permit number: WQ00
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.1889Longitude. -80,8881°
5. Parcel ID (if applicable): 473089.6355 & ;4740090982
(or Parcel ID to closest downstream sewer)
1111. CONSULTANT INFORMATION':
I. Professional Engineer: Dan E. Brewer License Number: 1758,2
Firm: ESP .Associates Inc.
Mailing address: 20484 Chartwell Center Drive, Suite D
City: Cornelius State. NC Zip: 2803 [-
Phone number: (7'04) 990-9428 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) 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 Coljection_SystemPerip it IT ber()_(if ap_plicatik): Vv'QCS
Owner 'Name(s) : 'Town of Troutman
,'VE' ,PNCO E D
WQR
MOORESVILLE REG! NAL OFFICE
RECEIVED/NG( -NrvDwP.
WO OS
MOORESVILLE REGIONAL OEM
FORM: FTA 04-16 Page 1 of 5

VI.
GENERAL REQUIREMENTS
1. I'fthe Applicant is a Privately -Owned Public utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes DNo DNA
2. If the Applicant as a Developer of lots to he sold, has a Devc..ltp r; Operational reerrtcnt I FORRI DE\) been attached?
Yes ❑No ©N/A
lftlte Applicant is a }t«rt e/Propert}Owoecs Ass©ci ition has an Operational Agreement l7OR\1wlil;i0AJ been attached?
0 Yes ONo DNIA
4. Origin of wastewater: (check all t!
Residential Owned
0Residential Leased
School / preschool / day care
Q Food and drink facilities
Businesses offices ! factories
at apply):
El Retail (stores, centers. malls)
0 Retail with food preparation service
Medical I dental / veterinary facilities
0 Church
[� Nursing home
Nature of wastewater : 100 % Domestic/Commercial %n Commercial
% Industrial (See 15 A NC,A( 02 [ _0I 010)))
�Is there a Pretreatment Program in effe
6. Has a flow reduction been approved under 15 1_NC N O 1 01 14j0?
If yes, provide .a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 112T.O1 l41f))
5 BR
© Car Wash
0 Hotel andlor Motels
0 Swimming Pool /Clubhouse
® Swimming Pool/filter Backwash.
Other (Explain in Attachment)
Yes 0 No
No
Design
425 gal/'day
No.
30
Flow
12,750 GPD
4 BR
340 galr`day 100
34,000 GPD
3 BR
Amenity
gal•(day 95
50 gal 'sf" 5000
gal/
24,225 GPD
2,500 GPD
GPI)
GPD
I oral
73,475 GPD
a See I5.1 N A(, 02.,I 0 V 00},1di (eJ{l) and ,(e,li ' for caveats to wastewater design flow rates (i.e , minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
inGS.,_^`2A ?).
b Per 15A NCAC 02mf .01 14(c), design flow rates for establishments not identified [in table JSA N(C 0't t,0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 73,475 GPD (per 1 sA;N( 1C Or 1 t)11 4)
Y Do not include 'future flows or previously permitted allocations.
If 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
0 Flow has already been allocated in Permit Number;
0 Rehabilitation or replacement off
0 Other (Explain): „,
g sewer with no new flow expected
FORM, ETA 04-16 Page 2, of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 0 T .030
1. Summarize gravity sewer to be permitted:
> Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for y vity 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) Q2T .03() & MDC (Pump Stations/Force Mainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS FaQ4!
I . 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 paint(s) of the purrtp(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
6. Power reliability in accordance with 15A NCAg_92I .03050)(1):
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(hX1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
A Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)( 1 XC)
or
O Portable pumping unit with piued emergency pump connection and telemetry - 15A NCAC 02T .0305(11X1XC):
A It shall be demonstrated to the Division that the port source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
A If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16

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)
15A NCAC 02T.0305(f) contains minimum se ionsiostIsijJjrovided for
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched tren
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**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 of drinking water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, FIQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
Separation Required
24 inches
10 feet
18 inches
2 f
100 feet
50 feet
**Any other stream, lake, impoundrncnt, or ground water lowering and surface drainage
di#zthes
0 feet
Y b
ing foundation
Any basement
Top slope of embankment or cuts of 2 fee or
Drainage systems and interceptor drains
Any swirmning pools
Final earth itrade (vertica
ical heigh
5
10 feet
10 feet
5 feet
10 feet
36 inches
> I 5A N_CACO2T.0305(g) contains alternatives where separations in 02T.03025_(0 cannot be achieved.
> Stream classifications can be identified using the Division's NC Sorface Wgjjtwc
> If noncompliance with 02T.0305( or see Section X of this tplication
No
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes 1 No 0 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 I5A NcAC 02B ,0200? 1 Yes El No El N/A
> This would include Trout Buffered Streams per JSA 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 & Buffer Permitting Branch
0 Yes
5. Does project comply with 15A NCAC 02T.0 105(0(6) (additional permits/certifications)? ),41 Yes 0 No
Per J li QZL0C, directly related environmental permits or certification applications are being prepared, have
been 1ied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentationsedimeatation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A N 'AC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned banks that is subject to erosion that undermines or deteriorates the sewer,
Yes El 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:
' . Does the submitted. system comply with 15A. NCAC 021 the 'Minimum Design Criteria for the Pei:Mining of Pump Stations
and Force,Mains (latest version.), and the Gravity Sewer Minimum Deign Criteriatjatest vCroft) as applicable?
Z Yes El No
If No, complete and submit the Variance/Alternative Design Request application, (VA DC 10-14) and supporting documents for
review, Approval of therequest is required prior to submittal of the Fast Track Application and supporting documents„
Professional Engineer's Certification:
E, 6re 'c v attest that this application for
(Professional Engineer's name from Application Item 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 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity' Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
'have judged it to be consistent with the .proposed design.
NOTE ---- In accordance with General Statutes 143-215,6A and 143-215,6B, 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,
North Carolina Professional Engineer's seal, signature, and date:
3.Applicants Certification per 15A NCAC 021 „0106(b):
I g Y/4 fki GIZA) " e. C14. Cr.)e4 1,44 P4t1 6/2.
(Signature Authority's name & title from Application Item 1,3,)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my ,knowledge. I 'understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wa.stewater 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, andlor criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated1 also understand that if all required parts of this application package are not completed and that if
all required supporting inforniation 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 143-21.5.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class .2 misdemeanor, which m.ay
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation,.
Signature:
Date:
FORM: FTA 04- 6 Page 5 of 5

Tuvia, Ori A
From: Fertenbaugh, Christyn L
Sent: Friday, October 23, 2020 11:36 AM
To: Tuvia, Ori A
Subject: RE: [External] RE: Calvin Creek Additional information
Follow Up Flag: Follow up
Flag Status: Flagged
Hello,
If this project is part of the Weather's Creek Sewershed which is served by the Westmoreland Road PS, then it is eligible
to use the flow reduction — it's not limited to a single permit within that sewershed and rather covers everything
tributary to that PS.
If you need any further information, please let me know. I'll be happy to look at the application package itself if you'd
like me to review. Thanks;
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
Municipal Permitting Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe to Collection System & Sewer Permitting Updates**
919-707-3625 — Office
919-807-6489 — Fax
[e-mail]
Please note that during this unusual time,l am unfortunately not available via my regular telephone number. The best way to
reach me is via email.
If you would like speak with me on a call, please contact me via email to schedule an Internet call, such as using Teams, Zoom,
WebEx, or other web -based calling services.
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 9255
Raleigh, NC 27604-1170
_ . i
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Tuvia, Ori A
Sent: Thursday, October 22, 2020 11:38 AM
To: Fertenbaugh, Christyn L <[e-mail]>
Subject: FW: [External] RE: Calvin Creek Additional information
1

Retry
Thank you,
Ori
From: Tuvia, Ori A
Sent: Tuesday, October 20, 2020 3:16 PM
To: Fertenbaugh, Christyn L<[e-mail]>
Cc: Basinger, Corey <[e-mail]>
Subject: FW: [External] RE: Calvin Creek Additional information
Good afternoon Christyn,
Please see the email below, according to my understanding of the flow reduction the new application will require a new
approved flow reduction.
Thank you,
Ori
From: Ron George[mailto:[e-mail]]
Sent: Tuesday, October 20, 2020 3:06 PM
To: Tuvia, Ori A <[e-mail]>
Cc: Dan Brewer <[e-mail]>
Subject: [External] RE: Calvin Creek Additional information
CAUTION: +
Ori
The first paragraph says all future residential connections within the Weathers Creek Sewershed which is served by the
West Moreland pump station which is what this project will be served by and the conditions listed below that we read it
as this flow reduction shall not apply to any other sewer system not part of the West Moreland pump station (different
permit number listed)
Are we wrong on this interpretation? There was a concern about being over capacity before and if we use higher
numbers it may put them over so just want to make sure so we know how to proceed
Do you think that is what it actually means because we thought it was requested for this project
Please take another look into this and let us know
Thanks, Ron
Ronald J. George, PE, PLS
Project Manager
ESP Associates, Inc.
20484 Chartwell Center Drive
Cornelius, NC 28031
www.espassociates.com •
[e-mail]
[phone] 1 Direct
[phone] 1 Office, ext. 818
2

From: Dan Brewer <[e-mail]>
Sent: Tuesday, October 20, 2020 12:00 PM
To: Ron George <[e-mail]>
Subject: Fwd: Calvin Creek Additional information
Can you check on this? Another issue with Town's forms.
Dan
Sent from my iPhone
Begin forwarded message:
From: "Tuvia, Ori A" <ori.tuviaaa ncdenr.gov>
Date: October 20, 2020 at 11:04:59 AM EDT
To: "[e-mail]" <[e-mail]>, Dan Brewer
<[e-mail]>
Subject: Calvin Creek Additional information
TIIIS MESSAGE ORIGINATED OUTSIDE OF ESP ASSOCIATES. INC. USE CAUTION WHEN OPENING
ATTACHMENTS. CLICKING LINKS. OR RESPONDING TO REQUESTS FOR INFORMATION.
Good Morning,
I have received the subject application the following need to be addressed.
The application refer to a flow reduction dated September 19,2019, however the subject flow reduction
was only approved for the Weathers creek Sewershed project permit WQ0041279. The flow reduction
specifies it will be effective for that project and not any other project. If you wish to use a flow reduction
you will have to apply for a new flow reduction specific to this project. If you do not wish to apply for a
flow reduction the application flow calculations, and flow tracking forms will have to be updated.
Sincerely,
Ori Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]
Ori.tuviac ncdenr.gov
!'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
3

ROY COOPER
Governor
MICHAEL S. REGAN
Sea -Mary
LINDA CULPEPPER
Dtractor
Justin Longino, Town Manager
Town ofTroutman
P.O. Box 26
Troutman, NC 28166
NORTH CAROLINA
Environmental Quality
September19, 2019
Subject Weathers Creek Sewershed
(served by Westmoreland Road Pump Station — WQ0030370)
Residential Flow Reduction Approval
!radell County
Dear Mr. Longino:
On July 23, 2019, the Division of Water Resources (Division) received a requestfor an adjusted daily
sewage flow rate (flow reduction) that would apply to all permitted but not yet tributeri. residential
connections and all future residential connections within the Weathers Creek Sewershed (served by the
Westmoreland Road Pump Station) service area.
In accordance with 15A NCAC 02T .0114(0(2), the Division has evaluatedthe request, and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance, the Division hereby
approves for use by the Town of Troutman an adjusted daily sewage design flow rate for the Weathers
Creek Sewershed with the following conditions:
• The flow reduction is.appllcabie to residential single family dwellings only.
• The minimum flaw for 1 and 2 bedroom dwellings shall be 170gallons per day.
• Each additional bedroom above tuna bedrooms shall increase the volume by 85 gallons per day
per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Town of Troutman collection system (WQCS00258).
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flaws
exceed the effluent limits defined in the NPDES Permit forthe treatment facility orexceed the canacity
of the sewers downstream of any new sewer extension or service connection fs).
•Nonh Carolina Deparunent orEnvironmental Quality 1 Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center 1 Roletgh.NurthCarolina 27699-16f7
919.7079000

Town of Troutman
Weathers Creek 5ewershed
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in ISA
NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at [phone], or via email at
[e-mail].
Sincerely,
I
for Linda Culpepp r
Director, Division of Water Resources
by Christyn L Fertenbaugh, P.E.
Pretreatment, Emergency Response and Collection Systems Branch
Cc Benjamin B. Thomas, P.E., West Consultants PLLC ([e-mail])
Allison Kraft, Public Utilities Director, Town of Mooresville [e-mail])
Mooresville Regional Office, Water Quality Regional Operations
Water Quality Permit Files W00030370
PERCS (electronic copy)
Page 2 off;

vvora0S
RESV1LLE REGIONAL
State of North Carolina.
Department of Environmental Quality
Division of Water Resources
aching for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: ESP & Associates, Inc.
Project Name for which flow is being requested: Calvin Creek Subdivision.
More than one FTSE may he required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the waste
a, WWTP Facility Name: Rocky River WWTP
b. WWTP Facility Permit #: NC0046728
c. WWTP facility's permitted flow
atcr treatment plant.
,4li flaws
7.5000
ein. GD
d. Estimated obligated flow not yet tributary to the WWTP 1.6193
e. WWTP facility's actual avg. flow
4,9167
f. Total flow for this specific request 0.0735
g. Total actual and obligated flows to the facility 6.6095
h, Percent of permitted flow used 88.12
Complete this section for each pump station you are respo
wastewater flow.
ib1e for along the route of this proposed
Pist putnp stations located between the project connection point and the
(A) (B)
Design
Average, Approx.
Pump Pump Daily Current
Station Station Firm Row** Avg. Daily
(Name or Permit Capacity, * (Firm 1 pf), Flow,
Number) No. MGD MGD MGD
DTP:
(C)
Obligated,
Not Yet
Tributary
Daily How,
MGD
Total
Plus
Obligated
Row
.Available.
Capacity***
S.Iredell - 2.33 0.93 0.46 0.3797 0.8397 0.0903
ReedCreek
7.93 3.17
9 0.9317 2,6217
4
3
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2..5, per Section 2.02(A)(4)(c) of the !Minimum Design Criteria.
** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is U.
Downstream Facility Name (Sewer):
Down.stream Permit Number:
Page 1 of 6
FTSE 1.0-18

IiI..Certification Statement:
I Ryan Rase 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
/,,ele, /eaz,2
Signing Official Signature Date
10/5/2020
Assistant Town Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18

ESV LLE: RE+ uO l L.
State of North Caro
Department of Environmental. Quality
Division of Water Resources
Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Calvin Creek Subdivision
More than one .FTSE may be required for a single project if the owner of "the WWTP is not responsible for ulf pump
stations along the route of the proposed wastewaterow.
Complete this section only. if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit
c. WWTP facility's permitted slow
d. Estimated obligated flog not yet tributary to theWWTP
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
GD
)735
Complete this section for each pump station you are responsible for along the route ofthis proposed
wastewater .flow.
List pump stations located between the project connection point and the WWTP:.
(A) (B) (C) (D)==(B+C) (tl )—( -t))
Design Approx.
Average Current Obligated., Total
pump Daily Avg. Not Yet Current
tamp Station Station Firm Flow** Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf). Flow, Daily Flow. Obligated Available
Number) No, MGD MGD MGD MGl How Capacity**
WQ0030370 1.080 0.432 0,064 0.376 0.440 -0.008
Westmoreland
Streamwood WQ0030370 1.022 0.409 0.037 0.221 0,258 0.151
**
(P
irm Capacity (design flow) of any pump station is defined as the maximum pumped flow
be achieved with the largest pump taken out of service,
;n Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
not less than 2.5, per Section 2,02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station 'located
between the project connection point and the \%WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Mooresville Collection System
Downstream Permit Number:
Page 1 of 6

III. Certification Statement:
I Bryan Gruseback, Town Manager 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater_
Signing Official Signature
jv�rJ M41UkG4 L
Title of Signing Off cial
Dat
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
over 100 % and 0.376. 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
0.014 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
(N/A at this time) is in design or under construction with
planned completion in N/A ; and/or
d. The following applies:
Many new developments have submitted sewer extension permit applications within a few
years, and the Obligated, Not Yet Tributary Flow is based on full build out of every
development at design flow rates. It is expected that actual flows per house will be less than
design flows and that some developments will not fully build out. Therefore, the Town of
Troutman will begin planning for increasing the capacity of this pump station but will not
yet begin permitting and construction. Rather, the Town will monitor the rate of home
construction and associated increases in flow, and will begin upgrades to the pump station
in time to handle any flows exceeding current capacity.
Note that at the current rate of activation of obligated flow, such upgrades would not be
needed for 26 years. However, the Town is aware that the rate will increase and therefore
will monitor it.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant IikeIihood 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 Official Signature Date
Page 3 of 6
FTSE 10-18

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACI MENT
FOR SEWER SYSTEMS
nt Name
Engineer Name
Location
ID
A
Pr1edt�Na
Firm Name
If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary+ joins.
l 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
*** 'END OF FORM " 4^'S -AS 08-13 ***
Waterbody
Classification
FORM: WSCAS 08-
Page C of i.

,7/29/2020 North Carolina Secretary of State Search Results
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings •
Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Business Corporation
Legal Name
D. R. Horton, Inc. - Charlotte Division
Information
Sosid: 0238582
Status: Merged 0
Date Formed: 11 /21 /1988
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Annual Report Status:
Registered Agent: The Prentice -Hall Corporation System, Inc. **Note load times may be long**
Addresses
Reg Mailing Reg Office
327 Hillsborough St. 327 Hillsborough Street
Raleigh, NC 27602 Raleigh, NC 27603
Officers
Stock
Class: COMMON
Shares: 100000
Par Value 1
httpsJ/wwwsosnc.gov/onlIne services/searchausTness_Reglstration_Results 1/1

DocuSign Envelope ID: F521A758-5F7C-41F1-A8E1-541828525B3A
FAST TRACK SEWER ENGINEERING CERTIFICATION
Scott Harrell, Exec. PW Dir / City Engineer
Printed Name, Title
PERMITTEE: CITY OF STATESVILLE
PERMIT #: WQ0035166 MODIFICATION
PROJECT: NCDOT PROJECT I-3819B IREDELL COUNTY
ISSUE DATE: JANUARY 8, 2020
This project shall not be considered complete nor allowed to operate in accordance with standard
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 Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 shall subject the Fermittee to
appropriate enforcement actions. The Permittee 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 drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S 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
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
DocuSigned by:
Scoff t4-a,LL
9f,99.6A942F...,
ENGINEER'S CERTIFICATION
12/2/2020
Date
1, Corey D. Bousquet , as a duly registered Professional Engineer in the State ofNorth Carolina,
having been authorized to observe (® periodically, ❑ weekly, ❑ 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 diligence was used in the observation of the following construction:
471 linear feet of 8-inch gravity sewer, 2,796 linear feet of 24-inch gravity sewer; such that the
construction was observed to be built within substantial compliance of this permit; 15A 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 I, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:'
❑ Final ® Partial (include description)
Sewer Line 4
Certification Comments/Qualifiers (attach if necessary):
12/2/2020
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Narrative
The property is mainly undeveloped and wooded with the exception of a single family
dwelling. It is located on the north side of Autumn Leaf Road and the east side of Perth
Road in Troutman, North Carolina. The proposed subdivision is the creation of 225
single family residential dwellings. The sanitary sewer flows fir this project are based
•on the approved daily sewage flow rate•reduction•for the Weathers Creek Sewershed --• •--- - -- -- • • ••• --
served by the Westmoreland Pump Station WQ0030370 in a letter dated September'19,
2029 from NCDEQ. •• • • •- -
Calculations are in accordance with 15A NCAC 02T.0114(f)(2) and the residential flows
are based on the approval letter stated above:
170 gpd per 1 or 2 bedroom and each additional bedroom shall increase by 85 gpd
Estimated dwellings:
30 — 5BR dwellings x 425 gpd = 12,750 gpd
100 --4BR dwellings x 340 gpd = 34,000 gpd
95 — 3BR dwellings x 255 gpd = 24,225 gpd
Amenity = 5,000 sf x 50 and/100 sf = 2.500 god
Total sewage flow: 73,475 gpd

0.2020
MO RESVILLE RaEGEt S" A 0T F1GE;
NCDEQ/DWR
Water Quality Section -- Wastewater Branch
PERCS UNFI
1617 Mail Service Center
Raleigh, NC 27699-1636
RE: Calvin Creek Subbdiv*ision
Perth. Road
Application for Sewer Extension
Troutman, NC
Dear Ladies & Gentlemen,
ESP Associates has prepared the attached last -Track Application for Gravity Se
Extension. Included in the application is listed below:
* Fast -Track Sewer System Extension Application (ETA 04-16) with
documentation
* A check for the application tee in the amount of $480
• Flow Tracking/Acceptance for Sewer Extension Application (FTSE 10-18)
• Watershed Classification Attachment (WSCAS 08-13)
* Site Maps
This project involves a proposed 8-inch gravity sanitary sewer to serve 22 res. deatia
units, The proposed sewer will discharge into the existing "Town's gray sewer trunk
line along Streamwood Road to the pump station with an estimated average daily flow
of 73,475 gpd.
Please do not hesit•
Sincerely,
ESP Associates, Inc.
Dan 1. Brewer
Department Manager
to contact me if you have any quest]. ns or comments.
ESP Associates, Inc
20484 hartwell Centel Drive, $„ mite °s`t y
SL'tt's4'.R' sT;�;.? s soda to s.d:"dt m

ESP
'RE:c -1V.MiNGDENRIDWR
WOROS
MYE:i.31/11.„'S REGIONAL:It_ ",,,Ft(7.,E
NCDEQ/DWR
Water Quality Section — Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
RE: Calvin Creek Subbdivision
Perth Road
Application for Seer Extension.
Troutman, NC
Dear Ladies & Gentlemen;
July 30, 2020
RECEIVED
SEP 2 2 2020
NCDEQ/DWR/NPDES
V 'CDENR/DWR
WOROS
R -SVILLE REGION.AL OFF1C
ESP Associates has prepared the attached Fast -Track Application for Gravity Sewer
Extension. Included in the application is listed below:
•
•
•
Fast -Track Sewer System Extension Application (FTA 04-16) with
documentation
A check for the application fee in the amount of $480
Flow Tracking/Acceptance for Sewer Extension Application (FTSE 10-18)
Watershed Classification Attachment (WSCAS 08-13)
Site Maps
This project involves a proposed 8-inch gravity sanitary sewer to serve 225 residential
units. The proposed sewer will discharge into the existing Town's gravity sewer trunk
line along Streamwood Road to the pump station with an estimated average daily flow
of 73,475 gpd.
Please do not hesitate to contact me if you .have any questions or comments.
Sincerely,
ESP Associ
Dan E. Brewer
Department Manager
ESP .,f‘ssociates,th
2048,4 Chartwell Cent*.r Drive, Corndius, .NC '28031
704,990,9128 fax 803,802,2515