WQ0042236_Application_20221018

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(Q()µaPAp 9o4e 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
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Ronald N. Wyatt per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: PO Box 26
City: Troutman State: NC Zip: 28166-
5. Applicant's contact information:
Phone number: [phone] Email Address: rwyattna,troutmannc.gov
II. PROJECT INFORMATION:
1.
Project name: Sanitary Sewer Connection to CHA Barium Campus
RECEIVED/NCDEQ/DWR
� C 1 8 2022
MOORESVILWQROS
LE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ❑ Proposed (New Permit) I Existing Permit/Project
If a modification, provide the existing permit number: WQ0042236 and issued date: February 2, 2021,
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: WQ00
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.720308° Longitude: -80.889598°
5. Parcel ID (if applicable): 4731895352 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Benjamin B.Thomas
Firm: West Consultants, PLLC
Mailing address: 405 S. Sterling Street
City: Morganton State: NC Zip: 28655-
Phone number: [phone] Email Address: [e-mail]
License Number: 20757
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Third Creek WWTP Permit Number: NC0020591
Owner Name: City of Statesville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 10 inch ►Z1 Gravity ❑ Force Main
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.0115(c) been attached?
❑Yes ❑No /1N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
El 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
El Swimming Pool/Clubhouse
Swimming Pool/Filter Backwash
El 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? El Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes I4 No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential (children's home)
60 gal/peron
40
2,400 GPD
Staff
25 gal/person
100
2,500 GPD
Church
3 gal/seat
200
600 GPD
Fitness Center
50 gal/100 sq. ft.
5,000
2,500 GPD
Gymnasium
50 gal/100 sq. ft.
5,000
2,500 GPD
Swimming Pool
10 gal/person
200
2,000 GPD
Total
12,500 GPD
a See 15A NCAC 02T .0114(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 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
El 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
12
2,273
PVC
12
632
DIP
Zl 9 0 5.
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ 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 less 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:
➢ 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(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(0 & (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
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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(t) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No 11 N/A
> If no, please refer to 15A NCAC 18C.0906(f) 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: ii 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
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
❑ Yes ® No
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? I Yes ❑ No
Per 15A NCAC 02T.0105(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 permittne 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

X. CERTIFICATIONS:
1. 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, Benjamin B. Thomas, attest that this application for Sanitary Sewer Connection to CHA Barium Campus
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Ronald N. Wyatt, attest that this application for Sanitary Sewer Connection to CHA Barium Campus
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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 exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: /O// 2—/it 0 22.
FORM: FTA 06-21 Page 5 of 5

CONSULTANTS PI IC
October 12, 2022
Mooresville Regional Office
NCDEQ - DWR
610 East Center Avenue
Mooresville, NC 28115
405 South Sterling Street, Morganton NC 28655
828 433 5661 / fax [phone] / info@west-consultants,com
RECEIVEDINCDEOIDWR
OCT 18 O2?-
WOROS
MOORESVILLE REGIONAL OFFICE
RE: WQ0042236 Modification - Sewer Connection to CHA Barium Campus
To Whom It May Concern:
The referenced permit needs to be modified. To plan for expected increased flows in this area,
the gravity sewer is to be 12-inch size rather than 8-inch. Furthermore, in lieu of upgrading the
existing Technology Drive pump station, the Town of Troutman expects to build a larger pump
station further downstream in the future (to be separately permitted). Therefore, the enclosed
permit modification application omits the Technology Drive pump station and force main. Note
that the current flow associated with this project (12,500 GPD) is not being modified and it is not
dependent on upgrading any downstream pump stations.
The total length of gravity sewer to be included in the modified permit is 2,905 linear feet. No
pump stations or force mains are to be included.
Included in this submittal is the Fast -Track Application, updated FTSE form, maps, a copy of the
existing permit, and a check for $480.00.
Sincerely,
WEST CONSULTANTS, PLLC
Benjamin B. Thomas, PE
Enclosures

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: CHA Barium Campus - Modification
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 flow.
I. 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 flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.0125
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
I-L Crk 1.140 0.455 0.198 0.271 0.469 -0.014
Tech Dr
Irdll Ave
0.118 0.047 0.0034 0.0368 0.040 0.007
0.144 0.058 0.004 0.0368 0.041 0.017
* 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 < 0.
Downstream Facility Name (Sewer): Statesville Third Creek WWTP
Downstream Permit Number: NC0020591
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Ronald 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 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.
4.G�J�U /0 - 12.- 2022
Signing Official Signature U Date
Title of Signing Official
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 0.271 MGD of the Available Capacity (E) in Pump Station
I-L Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.016 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
2022 Wastewater Capacity Improvements is in design or under construction with
planned completion in 2024 ; 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 construction and associated increases in flow, and will begin upgrades to the pump
station in time to handle any flow exceeding current capacity.
Furthermore, the Town's 2022 Wastewater Capacity Improvements project in the design
phase will allow diverting approximately 0.2 MGD to the Town of Mooresville so that
the I-L Creek PS receives that much less 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.
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.
/O-/3 -,?02
Signing Official Signatur, Date
Page 3 of 6
FTSE 10-18

Town of Troutman
Sewer Connection to CHA Barium Campus - Permit Modification
FTSE Attachment - October 10, 2022
Obligated Not Yet Tributary Daily Flow
Tributary to I-L Creek PS
Subdivision
Lots/Units
Remaining
Permit Reference
Remaining Obligated
Flow (GPD) based on 85
GPD/BR if applicable
Brookside
137
WQ0041039
34,935
Redwood Apartments (private)
96
WQ0041952
23,365
The Meadows Apts
84
WQ0042007
26,580
Colonial Crossing
366
WQ0042055
93,330
CHA Barium N/A
W00042236
12,500
Marley Jaye
165
WQ0042541
42,075
Brookside modification
N/A
WQ0041039
13,260
Winecoff Village
83
pending
24,693
Total
270,738
Tributary to Technology Drive PS
CHA Barium
Legend Lane PS Abandonment
N/A
N/A
WQ0042236
WQ0040966
12,500
24,320
Total
36,820
Tributary to Iredell Ave. PS
CHA Barium
Legend Lane PS Abandonment
N/A
N/A
WQ0042236
WQ0040966
12,500
24,320
Total
36,820

High Priority (Aerial) Line Description
There will be one aerial line for this project. The aerial line is on Sheet 2 of the plans between ex.
manhole 174 and manhole 1. The aerial line will be constructed over Duck Creek and will be 12"
flanged ductile iron with flanges centered with the creek. Concrete anchors will be installed on
each side of the creek.

I -
a
w
C7>-
F-
a
= W
v a
0
O
o) a
w
z0Q
a2z0z
W w
Q z Z
Z Q
0 J
C Z w W a'
O H a 1-
O Z O
O u)
7
Z W
w
x
0
w=
IY U
W
W
CO

WORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
the
Town of Troutman
Iredell County
For the construction and operation of 2,895 linear feet of 8-inch gravity sewer, 4,245 linear feet of 6-
inch force main, 315 gallons per minute pump station with 160 feet of total dynamic head and is equipped
with a stand by power source or pump with automatic activation and telemetry; to serve a 40 person
children's home, 100 staff, 200 seat church, fitness center, gymnasium, and swimming pool, as
part of the CHA Barium Campus development, and the discharge of 12,500 gallons per day of
collected wastewater into the Town of Troutman existing sewerage system, pursuant to the
application received January 13, 2021, and additional information received on February 2, 2021,
and in conformity with 15A NCAC 2T; the Division's 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 data subsequently filed and approved by the Department of Environmental
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
,, --- DocuSigned by:
`— A14CC681 AF27425...
for S. Daniel Smith
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0042236
Permit Issued:February 2, 2021