WQ0041810_Sewer Extension_20200709

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State of North Carolina
D B+1 `E'Rr t Department of Environmental Quality
Division of Water Resources
JUL 0 9 ":-a4'.0
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
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: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ 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: 910 947-5041 Email Address: dasmith.pwd(2townofcarthage.ora
II. PROJECT INFORMATION:
1. Project name: Savannah's Garden "Phase 2A"
2. Application/Project status: ® 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: 35.325535' Longitude:-74.409922'
5. Parcel ID (if applicable): 20030400
(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: shane&snsengineers.com
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): WQ0036420 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCSDO134
Owner Name(s): Town of Carthage
FORM: FTA 04-16 Page I 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 Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories El Swimming in
It tBackwash
❑ Nursing Home El Other (Explain Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T 0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow a,n
No. of Units
Flow
3 Bedroom House per Lot
120 gal/Bedroom
15
5,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
5,400 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. 42A4).
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: 5 400 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
❑ 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 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
8"
1,496
PVC
8"
357
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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 cont a ns minimum se arafi th t h 11
ons a s a be rovided for sewer
s stems:
etback Parameter*
Se aration Re aired
sewers and other utilities not listed below vertical
24 inches
mains vertical -water over sewer includin in benched trenches
18 inches
mains horizontal
10 feet
ed water lines vertical - reclaimed over sewer
Fin
18 inches
ed water lines horizontal - reclaimed over sewer
2 feet
private or public water supply source, including any wells, WS-I waters of Class I or
I m oanded reservoirs used as a source of drinkin water
100 feet
rs classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal'
ater or tide elevation and wetlands see item IX.2
50 feetother
stream, lake, impoundment, or ground water lowerinasurface ainage
ditches
] 0 feet
Any building foundation
5 feet
An basement
10 feet
To sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Draina e systems and interceptor drains
5 feet
An swimmingpools
10 feet
Final earth grade vertical
36inches
➢ 15A NCAC 02T.0305( ) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webna e
➢ If noncompliance with 02T.0305(f) or (e) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ®No ❑ N/A
➢ Seethe 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with ]5A NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 I 05(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:
Does the submitted system comply with I5A NCAC OAT the 'Minimum Design Citeria for tile of
and Force Mains i latest v ersion i and the Gravity Sewer Minimum Design Criteria (latest version) as apptlicabl Pum Stations
® Yes ❑ No
If No, complete and submit the Variance Alternative Design Request application (V.ADC 10-14) and supporting documents for
review. Approval ofthe reomest is required prior to c„h. ;tt.,t,.f«G_
2. Professional Engineer's Certification:
M. Shane Sanders
(Professional Engineer's name from Application Item IILI.)
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 appli
Minimum Design Criteria for Gravity Servers (latest version), cable regulations, Gravity Sewer
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
havejudged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, 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 violati
North Catalina Professional Engineer's seal, signature, and date: / ('
n n,
J
SEAL
36249
ME
°9A`E SAN��,•
3. Applicant's Certification per 15A NCAC 02T.0I06(b):
(Signature Authority's name &title from Application Iicatton Item 1.3 } " --- ---attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this
thi
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil ps non-
enalties•
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 packa
incomplete, ge will be returned to me as
NOTE - In accordance with General Statutes 143-?IS.6A and 1
r
statement, representation, 43-215.63. any person who knowingly makes any false
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 $25MO per violation.
Signature:
----- - __... Dace:
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
DW RlDepartment of Environmental Quality
Division of Water Resources
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: Savannah's Garden Phase 2A
More than one FTSE maybe required for a single project ifthe owner of the 11%TP is not responsible for all pump
stations along the route of the proposed wastewaterJl w.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: Moore County Water Pollution Control Plant
b• W WTP Facility Permit 1 NC 0037508
c, W WTP facility's Allflows are in MGD
ty permitted flow 10.0000
d. Estimated obligated flow not yet tributary to the W WTP 0.69698
e. WWTP facility's actual avg. flow 4.57350
f. Total flow for this specific request U0540
g. Total actual and obligated flows to the facility 5.27588
I Percent of permitted flow used 52.7588
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 W WTP:
(A)
Design
(B)
(C)
(D)=(B+C) (D')=(A-D)
pump 111IMP
Station n
Average
Firm Daily Flow**
Approx.
Obligated,
Not Yet
Total Current
(Name or Permit
Number) No.
Capacity, • (Firm / p fl,
Current
Avg. Daily
Tributary
Daily Flow,
Flow Plus
Obligated Available
MGD MGD
Flow, MGD
MGD
Flow Capacity***
NA
* 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
(PI) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Ciiteria.
***.A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy G. Gould, P.E. certify to the best of my knowledge that the addition of
the volume ofwastewater 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
worksdequate capacJt�t�.trrt and treat the proposed new wastewater.
Signing Ocr S/i atur
e•
Title of Signing Official
Page 2 of 6
/'7
c�01Zo
Date
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
IN Ion of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: _ Town of Carthage
Project Name for which flow is being requested: Savannah's Garden "Phase 2A"
More than one FTSE maybe 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
0.0054
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)
Design
(B)
(C)
(D)=(B+C)
(Er(A-D)
Pump
Average Daily
Approx.
Obligated,
Not Yet
Total Current
Station
(Name or
Firm
Capacity, *
Flow**
(Firm Rfpf),
Current Avg.
Daily Flow,
Tributary
Daily Flow,
Flow Plus
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***`
Hwy22
0.460
0.276
0,148
0.1811
.0336
0.0949
Cox Citgo
0.864
0.400
0.283
0.0414
0.3244
0.0756
McCaskill
0.864
0.432
0.295
.0846
0.3796
0.0524
* The Firm Capacity of any pump station is defined as the maximum pumped now 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 Carthage
Downstream Permit Number: W.QCSD0134_
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 I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

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
20.5 % and 0.0654 MGD of the Available Capacity (E) in Pump Station
McCaskill ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.01 MGD per year, and that
c. A funded Capital Project that will provide the required planned capacity, namely
Backwash Recycle Improvements is in design or under construction with
planned completion in December 2019 ; and/or
d. The following applies:
The Backwash Recycle Improvements project is under construction and is expected to be
completed by the end of December 2019 The project will remove approximate)
0.030 MGD from the average flow through the HM1. 22 Cox Cit o and McCaskill ump „A..�_,
stations:
In addition, the Town is in theSprocess of obtaining funding from USDA Rural
Development for a graject to upgrade capacitxt in the McCaskill Cox Citao and Hw . 22
Lxmi -stations. Development for approximate) 0 0432 MGD of the obligated flow to the
McCaskill pump station is on hold until this fundink is secured
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
Signature
Page 3 of 6
FTSE 04-16

SAVANNAH'S GARDEN
PHASE 2A - SITE MAP
E N G I N E E R I N G--- .o
ENGINEERING I SURVEYING 'PLANNING

s"S
E N G I N E E R I N G
ENGINEERING I'-" EG, I CLAN NING
LETTER OF TRANSMITTAL
JUL 0 8 2020
To: Fayetteville Regional Office Date: 1
Water Quality Section SNSPro'ect# 17177 ;`, ^rig- Y 1
225 Green Street Suite 714 Project Name: Savannah's Garden Phase 2X-
Fayetteville, NC 28301-5095 Delivered Via: UPS
910-433-3300 Tracking #:
THIS TRANSMISSION INCLUDES:
Plans
Calculations
Specifications
Comments
Other:
THESE ARE TRANSMITTED AS:
For Review
❑
Re -Submittal
®
For Your Record
®
For Approval
For Your Use
Qty.
Description
REV. #
Cover Letter
One original & one copy of application & supporting documents
• FTA 04-16
• FTSE 04-16 (Carthage)
• FTSE 10-18 (Moore County)
Site Map
Application Fee - $480 Check#
Remarks:
M. Shane Sanders, PE, PLS
Owner
180 Perry Drive • Southern Pines, NC 28387 • P: [phone] • Licensed C-3791
w w w. s n s e n g i n e e r s. c o m

G � 180 Perry Drive
Southern Pines, NC 28387
0038
E N G I N E E R I IN G Phone: sen in e rs.c
www. snsenglneers. com
Delivering efficient solutions... License#C-3791
Project Narrative
3
'� 3 �,.;.
JUL Q 9 19020
v- 1
y P
- �4:E , t�It-I��j=P Fp M1 r•r--.nC
The site is an undeveloped 42.07 acres woodland parcel that is being developed as a subdivision
consisting of 86 total single family lots. "Phase 2X is comprised of 15 lots and will be the first build of six
phases (Phase 2A - Phase 2F). The anticipated flow of "Phase 2A" is 5,400 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 Plant; WWTP Facility Permit #: NC0037508.

G S 180 ou Perry Drive
Southern Pines, -0 38387
E N G I N E E R I N G Phone: sengi910) eery. 8
wwns Sn C-3 9ineers. com
Delivering efficient solutions... License#C-3797
Project Narrative
>a e P eY
4x�
r
The site is an undeveloped 42.07 acres woodland parcel that is being developed as a subdivision
consisting of 86 total single family lots. 'Phase 2X is comprised of 15 lots and will be the first build of six
phases (Phase 2A - Phase 2F). The anticipated flow of "Phase 2A" is 5,400 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 Plant; WWTP Facility Permit #: NC0037508.

State of North Carolina
Department of Environmental Quality
.� �„
Division of Water Resources
"'' QMsion of Water (Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Carthage
Project Name for which flow is being requested: Savannah's Garden "Phase 2A"
More than one FTSE maybe requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastelvater 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 Aiiflows are in MGD
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
0.0054
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)
Design
Pump
Average Daily.;
Station
Firm
Flow**
(Name or
Capacity, •
(Firm tpf),;
Number)
MGD
MGD
Hwy 22
0.460
0.276
Cox Citgo
0.864
0.400
McCaskill
0.864
0.432
(B)
(C)
Obligated,
(D)=(B+C)
(E)=(A-D)
Approx.
current Avg.
Daily Flow,
MGD
Not Yet
Tributary
Daily Flow,
MGD
Total Current
Flow Plus
Obligated
Flow
Available
Capacity*#*:
0.148
.0336
0.1811
0.0949
0.283
0.0414
0.3244
0.0756
0.295
.0846
0.3796
0.0524
* 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 (pi) 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): Town of Carthage
Downstream Permit Number: WQGSD0134
Page 1 of 6
}
FTSE 04-16
- -FTSE 04-16

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
20.5 % and 0.0654 MGD of the Available Capacity (E) in Pump Station
McCaskill ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.01 MGD per year., and that
c. A funded Capital Project that will provide the required planned capacity, namely
Backwash Recycle Improvements is in design or under construction with
planned completion to December 2019 ; and/or
d. The following applies:
The Backwash Recycle Improvements ro ect is under construction and is expected to be
completed by the end of December 2019 The project will remove approximately
n nzn Kenn c---_ .1_ __. ..
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 waste disposal system. excess of the capacity of the
Signature
Page 3 of 6
Date
FTSE 04-16

State of North Carolina
Department of Environmental Quality
DWR-% Division of Water Resources
Division of water eesources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Carthage
Project Name for which flow is being requested: Savannah's Garden Phase 2A
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of theproposed wastewater flow.
I. Complete this section only if you ate the owner of the wastewater treatment plant.
a• WWTP Facility Name: Moore County Water Pollution Control Plant
b. W vrP Facility permit #: NC 0037508
c, WTP facility's permitted flow 1Au Mows are in MGD
W et y tributary to the WWTP O.69698
0000
d. Estimated obligated flow not tribut b9698
e. WWTP facility's actual avg_ flow 4.57350
f. Total flow for this specific request 0.00540
g. Total actual and obligated flows to the facility 5.27588
h. Percent of permitted flow used 52.7588
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 W WTp:
(A)
Design
(D)
(C)
(D}=(B+C) O �=(A-D)
Station Pump
Station
Average
Firm
Approx.
Obligated,
Not Yet
Total Current
(Name or Permit
Daily Flow**
Capacity, * (Firm / pf),
Current
Avg. Daily
Tributary
Daily Flow,
NOW Plus
Number) No.
MGD MGD
Flow MGD
MGD
Obligated Available
NA
>
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped slow
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
(PI) 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): Moore County Publie Utilities
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy G. Gould I .E 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 iron 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 perforated in accordance
with local established policies andprocedures using thebest 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 capaJc" tr"rt and treat the proposed new wastewater.
Signing Oa Si atur
Title of Signing Official
Page 2 of 6
Date
FTSE 10-18
Zo

Clv"u'
IDENOVIR
JUL" 0 9 2020
// 1149 OL
EVi 10N'ALOF'
Jackson And Sons Homes Ilc
Four Oaks
4622
335 fields dr
66-505/531
Aberdeen, NC 28315
7/6/2020
PAY TO THE
ORDER OF nc department_ of EnvirOrnenteal Qu@jjty
$ --480.00
Four Hundred Eighty and 00/1
NC DepartMent of Envirornenteal Quality
DOLLARS
1225 Green St 714
Fayetville NC 28301
MEMO
ALMio FD:

Division of Water Resources
DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR) DE001 to`L'Q
All items must be com Ieted or the avulication will be returned
I. APPLICANT INFORMATION: JUL a
1. Applicant's name: Town of Carthage (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑General Partnership
❑ Federal ❑ State/County ® Municipal
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: 910 947-5041 Email Address: dasmith ovd@townofcartha_e.org
II. PROJECT INFORMATION:
l��/oa Gd
�hfr�12I
❑ Privately -Owned Public Ufility
❑ Other
1. Project name: Savannah's Garden "Phase 2A"
2. Application/project status: ® Proposed P (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_
Jackson And Sons Homes,llc Four oaks 4622
335 fields dr 66To6A531
Aberdeen, NC 28315
7/6/2020
PAY TO THE - - - - $
ORDER OF nc department of Enviromenteal Quality o
*480 00
Four Hundred Ei h g ty and 00l100..«.«..,..:«.<><..>.�,.�><..�.<...,�.<...�.«,.«....<..<..<..<.:....«�...>.., a
NC Department of Enviromenteal Quality DOLLARS
225 Green St714
Fayetville NC 28301
MEMO
;humn SsrnwTURF
c
1
1. Permit NJun : owns eam ecervmg eNize:me
System Wide Collection System permit r
ber(s)(ifaonlicable): WQCSD0134
Owner Name(s): Town of Carthage
FORM: FTA 04-16
Pagel of 5

.DWR
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: (to be completed by DWR)� ae
All items must be completed or the a lication will be returned
I. APPLICANT INFORMATION: JUL ® 9 2"`"j
1. Applicant's name: Town of
Carthage (company, municipality, HOA, utility, etc.) `�r-C)
,R,-
o-'`s�717"iqep
Pri2. Applicant type: Individual El Corporation General Partnership vately'=OwnedP`c q it ltyJr —
=
Federal ❑ State/County ® Municipal ❑ Other v O S
3. Signature authority's name: Allen Smith per 15A NCAC 02T 0106(b)
Title: Public Works Director p v
4. Applicant's mailing address: 4396 Hwy 15-501 (Town Hall) V
City: Carthage State: NC Zip:28327-
— —
5. Applicant's contact information:
Phone number: 910 947-5041 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Savannah's Garden "Phase 2A"
2. Application/Project status: ® Proposed p (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_
1
Jackson And Sons Homes, llc our Oaks 4622
335 fields dr
Aberdeen, NC 28315
7/6/2020 1
PAY TO THE
ORDER OF nc department of Enviromenteal Quality *'480.00 m
w
Four Hundred Eighty and 00/100*` *""****'** *************•• °
DOLLARS- a
NC Department of Enviromenteal Quality
225 Green St 714
Fayetville NC 28301
MEMO m
_- RkPHO 'aiCNAi URE e
a
c
3
1. Permit Num er s : owns eam ecervtng ewer tze:
System Wide Collection vstem Permit Number(s) (if a nlicable): WQCSDO134
Owner Name(s): Town o__ f Carthage
FORM: FTA 04-16
Page] of 5

Permit Number WQ0041810
Central Files: APS _ SWP _
7/16/2020
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
stephanie.zorio
Coastal SWRuIe
Permitted Flow
5,400
Facility Name
Savannah's Garden "Phase 2X
Location Address
Owner
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Fayetteville
County
Moore
Facility Contact Affiliation
Owner Name Owner Type
Town of Carthage Non -Government
Owner Affiliation
Allen Smith
Director Public Works
4396 Hwy 15/501
Dates/Events Carthage NC 28327
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/16/2020 7/9/2020 7/16/2020 7/16/2020
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin