WQ0042603_Application (FTSE)_20210617

s
P
Delivering efficient solutions...
180 Perry Drive
Southern Pines, A/C 28387
Phone: [phone]
www.snsengineers.com
License # C-379 7
Project Narrative
REci vto
DEQ/DWR
JUN 1 1 2021
FAYETTEUII EREGOlONALOFFlCE
The site is an undeveloped 31.27 acres woodland parcel that is being developed as a
subdivision consisting of 46 total single family lots.
The anticipated flow of the full subdivision build -out is 22,080 GPD. Once construction is
completed, all sewer lines will be owned by the Town of Carthage and all waste water will flow to the
Moore County Water Pollution Control Facility; WWTP # NC0037508.
RECEIVED
MAY 212021
NCDEQIrJwRIN PDES

kSet
•
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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ,6j3 Oo'-t,4o3 (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 Carthage (company, municipality, HOA, utility, etc.)
2. Applicant type: U Individual ■Corporation ❑General Partnership ■Privately -Owned Public Utility
Federal
State/County ► / Municipal U Other
3. Signature authority's name: Allen Smith per 15A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: 4396 Hwy 15-501 (Town Hall)
City: Carthage State: NC Zip: 28327-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Tyson's Trail
2. Application/Project status: ►;1 Proposed (New Permit) ❑ 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: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.328546° Longitude: -79.420022°
5. Parcel ID (if applicable): 00000989
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: M. Shane Sanders License Number: 36249
Firm: SNS Engineering, Inc.
Mailing address: 180 Perry Drive
City: Southern Pines State: NC Zip: 28387-
Phone number: [phone] Email Address:
RECEIVED
MAY 21 2021
NCDEQ/owR/Nf»g
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Collection System Permit Number: WQCS00034
Owner Name: Moore County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No Y 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 ZN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: 1-IOA) been attached?
0 Yes ❑No ZN/A
4, Origin of wastewater: (check all that apply):
Z Residential Owned ❑ Retail (stores, centers, malls)
0 Residential Leased ❑ Retail with food preparation/service
0 School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
0 Businesses / offices / factories 0 Nursing Home
❑ Cal- Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (Sce 15A NCAC 02T .0103(20))
L --*Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114Xf)? 0 Yes El No
If yes, provide a copy of flow reduction approval fetter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(l)
Daily Design Flow °,b
No. of Units
Flow
4 Bedroom House per Lot
120 gal/bedroom
46
22,080 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
Total
22,080 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: 19,200 GPD (per 15A NCAC 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 permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (l f Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
8 2,519
Material
SDR35-PVC
8
1,070
Ductile Iron
> 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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 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 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

EX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T v0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
15A NCAC 02T.0305(f) contains minimum separations that shall be orovided for sewer systems:
❑Yes No
Setback Parameter*
Separation Required_
24 inches
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched tenches)
18 inches
Water trains (horizontal)
10 feet
Reclairned 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 drinkinp�water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or S13 from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
> I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ►1 Yes El No [] 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 15A NCAC 02B .0200? ❑ Yes ❑ No ► N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.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
El Yes ❑ No
5. Does project comply with 15A NCAC 02T.0105(cl(6) (additional permits/certifications)? ► Yes ❑ No
Per 15A NCAC 02T.0105(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 issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes 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:
I . Does the submitted system comply with 1.5A,.KA,C_023, the Minimum Q ‘eigtiCriteria loolle_Permitting_ofFam,Stations
and Force Mains (latest version), and the Gravity Sewer fvlinirrium Design Criteria (latest version as applicable?
Yes D No
If No, complete and submit the VarianceiAltemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
. Scve Sa n 6v-s.
(Professional Engineer's name from Application Item MA .)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
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 1 43-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per viola
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, erd'
11111011,,,.
0 ........
SEAL
.._36249
.,2
1,5:4 A.le
y-ontf diaAr attest that this application for
(Sigmature Authority's name & title from Application Item 1.3.)
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. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - 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.
Date: 7/7/Zog'
FORM: FTA 04-16 Page 5 of 5

, • € € €n as • FTSE may 1e beg -
¢a.. �i aT fi - ete this seed
li, €_o
1rtY Name:
<` i�ennit
z Environmental
., rr s o €. $ VV t Resources
@ � \ I E €nsi
. ..
the
S along F e route f E€�€ '� :€' _�= a° waste ester €e owe
are the ormer wastewatewastewater treatment
ss``q[ ciiitvC perm. ,. d 'flow
S la ted flow not 'F`ibutar
facility's actual i:v
Total t.al to w for this specific request
Total actual and obligated flows to
Percent of perm fitted flow used
te:.t:e this section for each
wastewater o'�%'
Num
E
statior s located
i
€: tar „S ! p
All flows are . 161
01008
t you are res e for along the route €his f use
u t C r ectio-
(C) ( )=( +C)
Design
[ Average Appr ,x, Ohligat�e i, Total
! ?ump Daily Not Current Yet Cu -rent Flow
Station Firm Flew.: k ig% Daily `tributary Plus
ter€ Permit Ci? acitgl, (Firm / ij } Dail :low, 1. Y
�` t: i, Flow, t<<.z� .� Ic:��, Obligated
No, MGD MG.I) MGt) M D How
420
0.460 0,276
0.864 0,400
36420 0,864 0,432
485
0,297
* The Fire Capacity (design flow) of any pump station is define€
ti t can be achieved with the largest pump taken out of service.
"r Design Average Daily Flow is the firm capacity of the pump station divided by a peaki
not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
A Planing Assessment Addendum shall be attached for each pump station located
between the project connection point and the %'W' :P where the Available Capacity is
0.0336
0 0414
0.3846
A eaiIable
ri „ca **
0.1821 0.0939
0.3264 Cl. 5 18
0.3816 0,0276
tier Facility Name (Se per): Moore Count u�1F rt.11 t es
trey r Permit Number: CS00034
1 of 6
pumped flow

'ert .on Statement'
vo
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ant
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Given re sonab1y fexpec
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£F` t excess of the capaci of the waste

lastructions for Hew Tracking refill EFTSFft and Planning Assessment Addendunn (FAA')
a ,
Enter the name of the NYAATIP that will receree the wastewater flow,
11 VirW,TP Far Permitil: Enter the NFEES or Non -Discharge number for the receiving the
Nvasterwater flow,
c. WWTP faeig4_ „ permitted ,ijoiy,„laiL?: _From WWTP owners NPDES or Non -Discharge permit,
d. Estim a ted 212_ Q:4,, thlLy et bLbutay tc, 1tte2WWIf ytElD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through intrlock's1
agreements or other contracts not yet contributing flow to the collection system are also included. For POTA;ti's
that implement a pretreatment program include flows allocated to industrial users who may not he using all of
their flow allocation. Please contact your Pretreatment Coordinator :for information on industrial flow tributary
to your WWII).
h
As of January 15 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the VAVTP, in accordance with local policies and procedures employed by the
reporting entity,
WAY . actujal ayg„il M_OD: Previous 12 month average.
Totalflow for tilts specakc request MCif Enter the requested flow volume,
.11.10,s a Lgc.tpsil„ 41p111,_
Percent
For example:
-,-Akitese.
ledows lott
10\v used:
M(TT) Fcnas 10-01
,-ouals fig / el)*
On January 15 a PTV' with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0,5
iMGD of flow that is obligated but not yet tributary'. The annual average flow for 2007 is 2.7 MD. There is a
proposed flow expansion of 0.015 MGD,
The first Porn). FISE submitted after January .p, 2008 may have numbers like this:
c = 6.0 MGT)
(1, = 0,5 MGD
e. == 2.7 MGD
= 0,015 li,4GD
= 3.21 5 MGD
h. se 53.6 4
The next Form IFTSE may be updated like this with a proposed flow 'expansion of 0.102 MGD:
c. = 6.0 MGD
0.515 MGD
e,= 2.73 MGD
= 0.102 MGD
g, = 3,349 MGD
h = 55.8 'A
Each subsequent FT:SE form will be updated in the same manner,
01r
El SE, 1018

past rue pump stain:in! panie iranuiei appioN.unaie kiunip station 111A.11 Lciptl,„1.Ly, a
dallY 0,) approximate current average daily flow (,..13)„ and tile onhgated, riot yet tributary Dow througn the
pump station (Eiji) for each DUMD StabOil that Win. be arinacted by the proposed sewer extension nroieed. Cebu:dale
the total current flow plus obligated flow (D-13+C) and the available capacity (F:=A.-D), Include the proposed flow
for this project with other obligated flows that have been. approved flpr the pump station but are not yet tributary
(0,
Firm capacity is the maximum pumped flow that can be achierved with the lin:gest pump out of service -as per -the
Minimum Design Criteria,
Design it Daily .Flow is the firm capacity of the pump station divided by- a peaking -factor (pf) of not less than
2,5.
if the available capacity fi- -for any pump station is < 0, then prepare a planning assessment for that pump station
if the system ha.s future specific plans related to cauacit: that should be considered in the permitting process.
7) (D)=(B+C) (F)(AD)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. 'Tributary How Plus
Pump Station Capacity Daily Flow Daily Flow Daily Flow, Obligated Available
(Name or Number) Tvisn L- - " - t ml / pi) M S D MGD Flow Capacity
0 (S00 ti, LiO
Val
0.332
472 0.135 0007
Page 5 of 6

ElaRRisigAgmstio_laiaL
:Submit planning assessment addendum for each puarip station listed in Section II where available capacity is 0,
A, planning assessment for Kaw (J.:reek PS (see example data above) may be performed to evaluate ‘vhether there is
siicani iivphb--fibr4 riv,t necded i000rocem,,e, rpcb,,,ti,„t, b1ied no, -,4o1 m oa4e prof to art;vpboc,,
the flows from the proposed sewer extension project,
If the system decides to accent the flow based on a Manning assessment addPaclurn, it is responsible to manage the
flow. without capacity related sanitary °whams and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessm.ent may identify a funded project ementty in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
-compliance.
For example:
Given that:
a, The proportion and amount of obligated, not yet tributary flow accounts for 24 (lio and 0.080 N46D of the
committed flow in PuntStation Kaw Creek; and that
1he rate of activation of this obligated, not yet tributary capa, ity is currently approximately 3.01MSD
per year: and that
c. A funded capital project that wili provide the required planned capacity, namely
is in design or under construction with planned
completion in ; andlor
d. The -following applies:
The mas er plai enyear capital plan contain rec mmende scope and fimding for a capital liroject entitled
Kim Cree NMI) Station ipgrade with fundingplanned in 'July 2014. This _project isTlaimed to add 0.100 MGD
to the firm capacity of the pump station h0ctober 2015, Inclusion of thisproposed capitaTproject as a condition
of _This _How TrackinglAccmtance for Sewer Extension Permit Applicatiorr ,-'leyates this project's priority for
fiindingan constniction to be irnglemented ahead of thcyjyt o b1ia ed ntettrilaLaky flows jruimopnts
that exceed tie firm pujnp station capacities identified in Section rIoe
-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.
age 6 o

Division of' pater Resources
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 Carthage
Project Name for which flow is being requested: Tyson's Trail
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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC 0037508
All flows are in MGD
c. WWTP facility's permitted flow 10.0000
d. Estimated obligated flow not yet tributary to the WWTP 0.52118
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
4.40600
0.01920
4.94638
49.4638
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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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 < O.
Downstream Facility Name (Sewer): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Gould, PE, Public Works certify to the best of my knowledge that the addition of
Director
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.
ure / Date
c 4,Ar- kJ -
Title of Signing Official
Page 2 of 6
FTSE 10-18

inch = 750 fe
180 Perry Drive
Southern Pines, NC 28387
S BDIVISIQ
PLANNING

Lid
The.
t fOVVR
JUN �
fiAYETTEVILWQROS REGIONALOFFICE
RecEIVE'D
DLWDVVF!
JUN 1 1 2021
WQHOs
TEL:LIE REgi NA:1(Q
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N

LETTER OF TRANSMITTAL
To: Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, NC 28301-5094
910-433-3300
THIS TRANSMISSION INCLUDES:
V ENGINEERING i SURVEYING I PLANNING
Date:
SNS Project # 1816r 1915
Project Name: Tyson's Trail
Delivered Via: UPS
Tracking #:
Plans
Calculations
Specifications
Comments
Other:
THESE ARE TRANSMITTED AS:
For Review
Re -Submittal
For Your Record
X
Approval
For Your Use
XFor
Qty.
Description
REV. #
Cover Letter
One original & one copy of application & supporting documents
• FTA 04-16
• FTSE 10-18 (Carthage)
• FTSE 10-18 (Moore County)
Site Map
Application Fee - $480 Check#
Remarks:
M. Shane Sanders, PE, PLS
Owner
RECEIVED
MAY 21 2021
NCDEC/IWR/NP
ES
180 Perry Drive • Southern Pines, NC 28387 • P: [phone] • License# C-3791
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LETTER OF TRANSMITTAL
To: Fayetteville Regional Office
Water Quality Section
2Z5Green Street Suite 7l4
Fayetteville, N[28302'5O94
910-433'3300
THIS TRANSMISSION INCLUDES:
Date:
SNSProject # 18150
Project Name: Tyson'sTrai|
Delivered Via: UPS
Tracking#:
Plans
Calculations
Specifications
Comments
Other:
THESE ARE TRANSMITTED AS:
For Review
Re Submitta|
For Your Record
\/
/'\
For Approval
For Your Use
>(
Qty.
Description
REV.#
Cover Letter
One original & one copy ofapplication & supporting docunnents
w FTAO4'1G
w FTSE lO-lO([arthage)
w FTSElO'1O(Moore County)
Site Map
Application Fee $480Check#
Remarks:
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M.Shane Sanders, PE, PL5
Owner
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Central Files: APS SWP
Permit Number WQ0042603
Permit Tracking Slip
6/17/2021
P rogram Category
N on -discharge
P ermit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
P rimary Reviewer
danielle.simpson
Coastal SWRuIe
Permitted Flow
22,080
Facility
Status
Active
Version
1.00
Project Type
New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Tyson's Trail
Location Address
Owner
Major/Minor
Minor
Region
Fayetteville
County
Moore
Facility Contact Affiliation
Owner Name
Town of Carthage
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Kevin Kimball
4396 Hwy 15-501 Town Hall
Carthage NC 28327
Orig Issue
6/17/2021
App Received
6/11/2021
Regulated Activities
Draft Initiated
Scheduled
Issuance
Wastewater collection
Outfall
Public Notice Issue Effective
6/17/2021 6/17/2021
Requested /Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name
Streamindex Number Current Class
Subbasin

Central Files: APS SWP
Permit Number WQ0042603
Permit Tracking Slip
6/17/2021
P rogram Category
N on -discharge
P ermit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
danielle.simpson
Coastal SWRuIe
P ermitted Flow
22,080
Facility
Status
Active
Version
1.00
P roject Type
N ew Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Tyson's Trail
Location Address
Owner
Major/Minor
Minor
Region
Fayetteville
County
Moore
Facility Contact Affiliation
Owner Name
Town of Carthage
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Kevin Kimball
4396 Hwy 15-501 Town Hall
Carthage NC 28327
Orig Issue
6/17/2021
Scheduled
App Received Draft Initiated Issuance
6/11/2021
Regulated Activities
Wastewater collection
Outfall
Public Notice Issue Effective
6/17/2021 6/17/2021
Requested /Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name
Streamindex Number Current Class
Subbasin