WQ0043060_Application_20211217

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W &vQ 43o60- (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Troutman (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Ronald N. Wyatt per I5A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 400 Eastway Drive
City: Troutman State: NC Zip: 28166-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Smith Village
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ0030370
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.663051° Longitude: -80.850878°
5. Parcel ID (if applicable): 4710-91-9017 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jonathan A. Carter License Number: 30916
Firm: Bluestone Land Management, PLLC
Mailing address: 115 Autumn Frost Avenue
City: Statesville State: NC Zip: 28677-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTP Permit Number: NC0046728
Owner Name: Town of Mooresville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0030370
2. Downstream (Receiving) Sewer Information: 24 inch
FZ1
Gravity ❑ Force Main
121/ 4./'Z1
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00258
Owner Name(s): Town of Troutman
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .01 14(0? ® Yes ❑ No
r If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow a,b
No. of Units
Flow
3-bedroom townhomes
255 gal/day
165
42,075 GPD
4-bedroom single-family residential
340 gal/day
77
26,180 GPD
Commercial Property (120 employees)
25 gal/day
120
3,000 GPD
Day Care (20 staff+ 100 students)
15 gal/day
120
1,800 GPD
gal/
GPD
gal/
GPD
Total
73,055 GPD
a See I5A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I5A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 73,055 GPD (per I5A NCAC 02T .0114)
r Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
18
6,442
PVC
8
647
DIP
8
2,642
PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is Tess than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
r� Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in I5A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems•
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
If no, please refer to 15A NCAC 18C.0906(0 for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I5A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
®❑ Yes ❑❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be
a significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Jonathan A. Carter , attest that this application for Smith Village
(Professional Engineer's name from Application Item 1II.1.) (Project Nane from Application Item 11.1)
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,
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. Misrepresentation of the
application information, including failure to disclose any design non-compliance with the applicable Rules and design
criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing board. (2.1 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: ��0'*4.,
Tom'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Ronald N. Wyatt , attest that this application for Smith Village
(Signature Authority Name from Application Item.1.3.)
30916
414
VINOON,E.:"....,p'4�%` CN� � ZI
•I IS4 N�ai►CP�`,� •1
(Project Nanie from Application Item I.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to coed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: / d 8- 3/
FORM: FTA 06-21 Page 12 of 5

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Justin Longino, Town Manager
Town of Troutman
P.O. Box 26
Troutman, NC 28166
NORTH CAROLINA
Environmental Quality
September 19, 2019
Subject: Weathers Creek Sewershed
(served by Westmoreland Road Pump Station — WQ0030370)
Residential Flow Reduction Approval
Iredell County
Dear Mr. Longino:
On July 23, 2019, the Division of Water Resources (Division) received a request for an adjusted daily
sewage flow rate (flow reduction) that would apply to all permitted but not yet tributary 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(f)(2), the Division has evaluated the 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 applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 170 gallons per day.
• Each additional bedroom above two 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 flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the -capacity
of the sewers downstream of any new sewer extension or service connection's).
North Carolina Department of Environmental Quality ! Division of Water Resources
512 North Salisbury Street 116i Mail Service Center 1 Raleigh. North Carolina 27699-16[7
919.107.9000

Town of Troutman
Weathers Creek Sewershed
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 15A
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
C h r i styn. Fe rte n ba ugh @ n cd e n r.gov ,
Sincerely,
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: WQ0030370
PERCS (electronic copy)
Page 2 of 8

Entity 1Zequcstii
llaea€IC>n: Town of "I"rot�tr
Project Name for hieh Ilc)w
Department
Division
eking for Sewer
n requested Smit l Villag�c
art)lina
Quality
!Resources
'ion Applications
0-1-sr 0-18)
More than one 1`7Sli rnay he retjrtared for u sirr{le7rreaject if the orc'ner ol'the 141TV7P iv nut responsihle for all pu
.rtatineas along the route of the proposed wastewaterHon.
a. W\V'TP I~
l7. WW1Pf`a
section only if you tyre the owner of the wastewater treatment plant.
ty Name:
e. \V\VTP facility"s pent) tted flow
estimated obhgsated flour not yet tributary to the WWTP
WWTP facility's actual avg. flow
"total Clow for this specific request
al asset obligated flows to the facility
pitted flour used
All
0.073
for each pump station you are resp<rnsibl
pump stations located betvvreen
Pump Siatio
(Marne or
Number)
No
Firm
('apaciry,
VIGO
e
nncetion t�vi
(A)
t)esign
.Average
1)aily
ricRO'
(Firm 1 pi),
11CrO
g the route of this props
W\VTP':
(C)
Oblieaied. Total
Not 1'ct Curr
hu1i ry Flo Pius
Daily Flow, i)
MG1) I•'low
Wcstnlorel<:uld \VQ0030370 1.08[) 0,432 0.085 0.q1 0.500
n
can be achieved
r: l.)esign Average Daily
(pi) not less than 2.5, per
y pump statio
est pump taken out of se
mp stati€ n divided t)y a peakint;
2.02(, .)(4)(c) of the !\ lillizraum Design Criteria.
Al capacity
A Planning Assessment ' do nduni sltrtlil lle
letweell the project connection point and the 1%
Dow ,at
r each pnnip station Ioc�rlt€:d
the \call tble (apacit) is <
lily Name. (Sewer): Town of Moores Mc Collection
I)owts treats Permit Nuinher:
0.068
VFSF.

III. Certification Statement:
I Ronald N. Wyatt, 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 perfattned 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 addcndums 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
(94.4.).A /44 41".7.3 ifr'•
Title al Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (FAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Numbe
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
over 100 % and 0.415 MGD of the Available Capacity (E) in Pump Station
Westmoreland Road ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.020 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. Furthermore, it
will likley take many years for the developments to 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 constriction and associated increases in flow, and will begin upgrades to the pump
station in time to handle any flow exceeding current capacity.
Note that at the current rate of activation of obligated flow, such upgrades would not be
needed for 17 years. However, the Town is aware that the rate may 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 likelihood of over -allocating capacity in the system
infrastructure,
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
//- eg-2/
Page 3 of 6
FTSE 10-18

Subdivision
3uUeoMiU
Sanders Ridge
Falls Cove, Phase
Falls Cove, Phases 5-7
SuttorsMill U
Weathers Creek,
Calvin Creek
Falls Cove, Phasox3.4
Smith VillageTotal
�
R3EAttachment ' November 8, 2021
Obligated Not Yet Tributary Daily Flow
Tributary to Westmoreland PS
Lots Remaining
--��
0
88
131
256
136
204
225
123
242
Permit Reference
VVQO030983
VVQ0O34G7O
VY(30038395
VV{)0041047
VV00O4O770
yVOOV41270
VVQO042O4O
pending
this specific request (Uoef
Remaining Obligated |
Flow (GPD) based on 8.5
GPD8BR
U
22,695
40.440
76,160
34,680
52,020
/J.475
]5.D2O
/3.O55
415,545

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Smith Village
:tore than one FTSE may be required for a single project 1/ the owner ot.the WHIP is not re.sponsihle for all pump
stations along the route oldie proposed wastewater/low.
1. Complete this section only if you are the owner of the N-vastewater treatment plant.
a. WWTP Facility Name: Rocky River WWTP
b. WWTP Facility Permit #: NC0046728
All flows are in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 1.375
e. WWTP facility's actual avg. flow 5.101
f. Total flow for this specific request 0.073
g. Total actual and obligated flows to the facility 6.549
h. Percent of permitted flow used 87.3%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
l..,ist pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-I))
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm I p1), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
S. Iredell 2,33 0.934 0.432 0.486 0.918 0.016
Reeds Cr. 9.37 3.746
2.780 0.951 3,731 0.015
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
*°` Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (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): NA
Downstream Permit Number: NA
Page 1 of 6
1 "C SE ()4-16

I11. 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 1 and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Ryan Rase
DRJRally+ goal1I y Rvan Race
DN. or::Ryan Rase. 0-Town of NI00resville.
o=Fuhlic Opera,on.
emall=rrase=rnooresvillenc.gov, c=US
Date- 202I 12 i 7 0823 00 .0S'C0'
12/17/2021
Signing Official Signature t/ Date
Page 2of6
FTS1 ti4 16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
NA % and NA MGD of the Available Capacity (E) in Pump Station
NA : and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
NA MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
NA is in design or under construction with
planned completion in NA ; and/or
d. The following applies:
The proposed flow from Smith Village does not overallocate capacities, however, the Town
is providing the following information of items in progress;
1. Town is pursuing flow reduction.
2. Removing flow from Reeds Creek Pump Station
3. Design commencing fir a new Reeds Creek Pump Station
4. Complete a full assessment of S. Iredell Pump Station to better determine actual firm
capacity and incoming flow.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
1 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.
u1-=F'van Aatiz -e,b by ,'. uwn of
Ryan Rase ti , �P
12/17/2021
Signing Official Signature Ce' Date
Page 3 of 6
f 1 St? (i4-16

BLUESTONE
LAND MANAGEMENT, PLLC
470 NORTH BROAD STREET, SUITE A
MOORESVILLE, NC 28115
[phone]
bluestonelandmanagement.com
NC License #: P-1444
L4
SITE
LAT: 35.663051 °
LONG:-80.850878°
GRAPHIC SCALE
1000' 2000' 4000'
( IN FEET )
HORIZONTAL 1 inch = 2000 ft.
SMITH VILLAGE
TROUTMAN, NORTH CAROLINA
PRESTIGE CORPORATE DEVELOPMENT, LLC
PROJECT #: 2020-0001 DATE: 10/20/21.
DRAWN BY: JAC CHECKED BY: JAC
TITLE USGS TOPO W/
AERIAL MAP
SHEET
l OF l

rIECEIVED/NCDEQ/DWf
DEC 1 8
Bluestone Land Management, PLLC
47o N. Broad Street, Suite A Mailing Address:
Mooresville, NC 28115 470 N. Broad Street, Suite A
[phone] Mooresville, NC 28115
December 16, 2021
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue, #301
Mooresville, NC 28115
Project: Smith Village
Project Location: Troutman, North Carolina
Dear Sir or Madam,
On behalf of the Town of Troutman, please find attached the following:
WQHOS
MOORESVILLE REGIONAL OFFICE
1. One original and one copy of the Sewer System Extension Applications (FTA-06-21) —
Smith Village
2. Cover letter
3. Application fee of $48o payable to North Carolina Department of Environmental Quality
(NCDEQ)
4. Flow tracking form (FTSE 10-18)
5. 8.5 x 11 — USGS topographic map / Aerial location map
This project involves the construction of gravity sewer for 77 single family — 4-bedroom units;
165 — 3-bedroom townhome units; a commercial property (10o employees); and a daycare (too
students and 20 staff).
Please contact me with any questions/comments.
Sincerely,
frta—t.�ae..cal. e.a4 1.
Jonathan A. Carter, P.E.
1