WQ0042007_Regional Office Historical File Pre 2018

State of North Carolina
Department of Environmental Quality
Division of Water Resources
' AC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Rcctl+itEELLE REGIONAL OFFICE
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:.r'°its .. lc t amptet % t l
All items mast be completed or the application will be returned
APPLICANT .INFORMATION:
r'ir c,tJvL ,4Ndt::T.:,ENN IM
WQ ()
REGIONAL .. OFFICE
1. Applicant's name: Town of Troutman (company, municipality, IIOA, utility, etc.)
2. Applicant type: OQ Individual ED Corporation. OD General Partnership OD Privately -Owned Public
Utility
©Q Federal DO State/County 0
3. Signature authority's name: Bryan Gruesbeck per 15A NCA( 02T
Title: Town Manager
4. Applicant's mailing address: 400 N, Eastway Drive
City: Troutman State: NC Zip: 28 1 66-
Applicant's contact information:
Phone number: [phone] Email Address: btesbeckt)trou
nnc, ttov
EC Other
PROJECT INFORMATION:
1. Project name: The Meadows Aparttnerrts
2. Application/Project status: 1;";t Proposed (New Permit) [] Existing PermitlProject
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 County
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.700922° Longitude:-80.884170'
5. Parcel ID (if applicable); 4741054722,000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Jim Chandler License Number: 026466
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State; NC Zip: 27607-
Phone number: [phone] Email Address: tim.chandler(d timmons.corn
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Third Creek WWTP Permit Number: NC0020591
Owner Name: City of Statesville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ0034676 Downstream (Receiving) Sewer Size: 8 inch
System Wide collection. System Permit umber's "ifa plicable): WQCS
Owner Name(s): Town of Troutman
FORM: FTA 04-16
Page 4 of 5

GENERAL REQUIREMENTS
1. I the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessi
2. If the Applican
If the Applicant is a llomc,
4. Origin of wastewater: (check all that
►9 ❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑❑ Food and drink facilities
Backwash
© Businesses / offices / factories
❑❑ Yes ❑ ❑No ❑ 1► _ N/A
a Developer of lots to be sold, has a Developer's Opera iGnat Agreement
❑❑ Yes ❑❑No s:4N/A
)wncrs° Association, 14 an Operation tl, Agreemen R UO/ been attached?
been attached?
❑❑ Yes ❑ ©No D'►,':IN/A
ply):
❑❑ Retail (stores,centers, malls)
❑❑ Retail with food preparation/service
❑❑ Medical / dental / veterinary facilities
❑❑ Church
DOD
Nature of wastewater : 100 % Domestic/Commercial
% Industrial See 1.SA NCAC" 02"
ing Home
o Commercial
�20 )
Is there a Pretreatment Program in effect? ©❑❑ Yes
6. Has a flow reduction been approved under 1.5A NCAC
➢ If yes, provide a copy of flow reductionapproval letter
7. Summarize wastewater generated by project.
t Type (see 02T°,0114(1)
Residential 16 - 1 Bedroom (Min. 240GPD)
Residential 42 - 2 Bedroom (120x2BDR
Residential 26 - 3 Bedroom (120x3BDR)
s and. Office Facilities
Total 23,330 GPD
4
Daily .Resign. Flow �d
240 gaUday
Yes ❑.
been attached?
Elj Car Wash
Hotel and/or Motels
Swimming Pool /Clubhouse
❑❑ Swimming Pool/Filter
Other (Explain in Attachment)
❑❑ No
No
No. of Units'',:
16 3,840 GPD
240 gal/day
360 gal/day
25 gal/employee/ shin
gaU
gal/
42 10,080 GPD
26 9,360 GPD
50 GPD
GPD
GPD
a See 15A NCAC 02°h .01 14(b),Ad), (e)( 1 ) and (el('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. 42.A-4).
b Per 1SA NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T,011.4] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 23,330 GPD (per 1 SA Ni'r' ( 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑❑ ❑Pump Station or Gravity Sewer where flow will be Pc in subsequent permits that connect to this line
❑C
❑Flow has already been allocated in .Permit Number:
❑❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑❑ Other (Explain):
FORM: FTA 04-16 Page 5 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) _ 02' .0305 & CiGravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
8
Length (feet)
422
PVC
157
DIP
> 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 requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pu.mp Station /Force Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump stationnumber or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC, 0.'I'
©© Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .030
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily t10
000 gallons per day:
h
©[j Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
DE Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Y It shall be demonstrated to the Division that the portable 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 tirneframes, shall be
provided in the case of a multiple station power outage.
FORM: PTA. 04-16 Page 6 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC tl2T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02°r .0305 )
EJ No
• 15A NCAC 02T.0305(0 contains minimum separations that shall be •rovided for
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer includin in benched trenche
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-I waters of Class I or
Class II impounded reservoirs used as a source ofdrinkint water
Waters classified WS (except. WS-I or WS-V), 13, SA, ORW, 1-HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
Any other stream, lake, impoundment, or ground water to
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more,
Drainage systems and interceptor drains
An swirnrrsin +Is
Final earth grade (vertical)
surface drainage
Yes©
10 feet
36 inches
> ISA NCAC 02T.0305(e) contains alternatives where separations in 02T,0.305(f1 cannot be achieved,
ttions wehpage
A **Stream classifications can be identified using the Division's NC Surface
A If noncompliance with 023"see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ►#i0 YesD
0 N/A
A See the Division's draft separation requirements for situations where separation cannot be meet.
A No variance is required if the alternative design criteria specified is utilized in design and construction
A As built documents should reference the location of areas effected
I1 0200? ' Yes© No
Does the project comply with setbacks found in the river basin rules per t 5 A NCAC 02
N/A.
A This would include Trout Buffered Streams per 15A.'hr'AC" 2I3 02t 2
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 40i & Buffer 1'cr �ittinj3rar�cla
©0 Yes©
Does project comply with l 5A NCAC 02T,0105 c°)(6) (additional permits/certifications)? MCI © YesQ [] No
Per !SA NCAC' 02T.0i05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on i.ssuanee of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc).
6. Does this project include any sewer collection lines that are deemed "hit'« -priority?"
Per 15A NCAC 02' 04022, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallelto streambanks that is subject to erosion that undermines or deteriorates the sewer,
©[ YesEl No D N/A
FORM: FTA 04-16
Page 7 of 5

➢ 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.
X.
FORM: FTA 04-16 Page 8 of 5

CERI'IFICA"TONS:
Does the submitted system comply with 15A NCAC_02'F, the Minimum Design
and Force M ins (latest vt
and the Gravity Sewer Muumwn Design Criteri
© Yes 00 No
If No, complete and submit the Vari
for review. Approval of the request is required prior to submittal of the Fast Track Application and sut portfn
documents.
tn3ittiLiILo1_Puwp Stations
a applicable?
Professional Engineer's Certification:
e/Alternative Design Request application (VADC 10-14) and supporting documents
his application for
has been reviewed by me and is accurate, n mm te, co and consistent wit 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 designhas 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:
Applicant's Certification per 15A NCAC 02T .0106(b):
attest tha
(Signature Authority's name title from Application Item 1,3.)
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 wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. 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 21. t aII, 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:
FORM: FTA 04-.16
Pa i;e 9 of 5

3../A)
D2v /sloe of Water Resources
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: The Meadows Apartments
More than one FTSE may be required for a single project tithe 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
0.02658
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf; Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
I-L Creek 1.14 0.455 0.198 0.049 0.247 0.141
* 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 < 4.
Downstream Facility Name (Sewer): Third Creek WWTP
Downstream Permit Number: NC0020591
Page 1 of 6
FTSE 04-16

Certification Statement:
I Bryan Gruesbcck
ify t.o the best of my knowledge that the addition
the volume ofvvastewater 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 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
f6
4-16

•
t
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Statesville
Project Name for which flow is being requested: The Meadows Apartments
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: Third Creek WWTP
b. WWTP.Facility Permit #: NC0020591
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP Q. 2A O, 5 2.m
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
p.lS•
vgo
0.02658
.355LIS
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-I-C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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 < 0.
Downstream Facility Name (Sewer): Town of Troutman Collection System
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I 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 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
to
Sign fgOffic al Signature II zo
Date
Page 2 of 6

APPROXIMATE
i °CAT ON OF THE
SITE

VICINITYAP

PROJECT ENGINEERS' REPORT
Project Name:
Location:
The 1vMeadows Apartments
Winecoff Street, Troutman, NC'
Owner/ Developer: Solstice Partners, I.,LC
I06 Muir Woods Drive
Cary, NC 27513
Consultant: Timm -Ins Group
Mike Zaccardo, PE
5410 Trinity Road, suite T02
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside. the Town of'T'routntatr, NC.lurisdietional litrsit and is (coated along
'Winecoff Street, at tyre comer of Winecoff Street and S Eastway Drive. The scope of this project will
include the construction of 84 units, "the project is anticipated to generate the 'following wastewater
240 GPD/BEDROOM (MIN. 240 GPL)) ;tt 1 BEDROOMS/ UNIT ,,ct; 16 UNITS = 3,
120 GPD/BEDROOM Ck 2 BEDROOMS/ UNIT° r"i 42 UNITS ^. 10,080 GPD
T20 GPD/BEDROOM °°c 3 BEDROOMS! UNFI ra 26 L1Tf I I S - 9,360 GPD
CLUBHOUSE - 4 WASHING MACCHINES a? 500 GAL/ MACHINE = 2,000 GPI)
CLUBI-LOUSE - 4 PUBLIC REST"ROOMS 4't 325 GAL/ TOILET — 1,300 GPD
TOTAL = 26,580 GPD
4
GPD
The proposed sanitary sewer system will be comprised of approx. ttr ttely 608 I.LF of SDR. 35 PVC
of gravity sanitary sewer and approximately 415 LT' o1'Class 50 DIP.
The new gravity sane
Troutman, NC.
:em will be owned, operated, and maintained by, the f

hiF !DWR
WGOROS
ESV LLE REOi0NAi t 4CE
Tim Grissinger
Timmons Group tOet.
5410 Trinity Rd, Ste • -12
Raleigh, NC 27607
September 11, 2020
RE: Signed Original Fast Track Sewer Systenn Extension Application
Mr. Grissinger,
Attached please find signed documents referenced above. Please let me know if have any questions or
need additional information. Thanks!
Sincerely,
ilryan Gruesbeck
Town Manager
Town of Troutman
400 North Eastway Drive • Post Office Box 26 • Troutman North Carolina 28166
Phone: [phone] • www,troutmannc. ov • Fax: 704.528,7605