WQ0045156_Application (FTSE)_20240205

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1. Article Addressed to:
6M ENGINEERING, PLLC
t:: , a: A. SCOTT MATTHEWS
248 JOEL RD
'ARTHAGE, NC 28327
11111111111111111111111111111111111111111 IN III III III
9590 9402 8052 2349 4590 34
2. Article Number (transfer from service label)
7022 2410 0003 3233 8190
PS Form 3811, July 2020 PSN 7530-02-000-9053
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BQReceived by (Printed Name) 0•
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❑ Collect on Delivery Restricted Delivery
Restricted Delivery
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I
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wer 450g1
Domestic Return Receipt

USPS MC"G #
11111111111111110112 L
9590 9402 8052 2349 4590 34
United States •Sender: Please print your name, address, -a
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CDEQ — DWR - WQROS
TTN: KIRSTEN STENINGER
RECEI Agg VIL LI?,,NC 28301E 714
FEB 14 074
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Postage & Fees Paid
USPS
Permit No, G-10
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U.S. Postal Service'"
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PSFemr38O0,Apri12015yRere2e)PSN]Sap02-0 K41 -

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Att: A. Scott Matthews, PE, PLS
ASM Engineering, PLLC
2248 Joel Road
Carthage, NC 28327
NORTH CAROLINA
Environmental Quality
February 9, 2024
SUBJECT: Fast Track Application Fee Increase
Dear Scott Mathews, PE, PLS:
The Division of Water Resources received increases in fees, Session Law 2023-134, Section
12.14a for several program areas including National Pollutant Discharge Elimination System
(NPDES) permits, Non -Discharge permits, Water Quality Certifications and Public Water Supply.
Fees for these programs have not been increased in sixteen years (since 2007). These fees will
be used throughout these programs to provide funding to retain and recruit staff who are
engaged in these permit programs. The fee increases in G.S.143.215.3D became law on
October 3, 2023. As a result of the fee increase, your application fee which was received after
October 3, 2023 does not align with the new/increased fee recently established by the General
Assembly. Please resubmit the appropriate fee within 15 days. Your application for Henson
Street Sanitary Sewer Extension has been placed on hold until your resubmitted fee is received:
Your new Fast Track Sewer System Extension Application fee is $600
Please be sure to make the check payable to NC DEQ and write the Fast Track Application
Project name on the Memo line to identify which application the check is associated with.
Return to the following address:
NC Department of Environmental Quality
Attention: Kirsten Steininger
225 Green Street Suite 714
Fayetteville NC 28301-5095
If you should have any questions, please contact Sharon Moran at [phone] or at
Sharon. [e-mail].
Sincerely,
Cnasoearsnonrase
Kirsten Steininger, Environmental Specialist
Water Quality Regional Operations Section
Fayetteville Regional Office
Division for Water Resources, NCDEQ
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DocuSign Envelope ID: B5E01256-AA32-493A-AA43-7A8027A4D48C
DWR
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: [] 5 (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 Southern Pines (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: James Michel_ PE. MBA per 15A NCAC 02T .0106(b) IJtL&1 VtU
Title: Town Engineer, Asst. Public Works Director -010WR
4. Applicant's mailing address: 801 SE Service Rd. FEB 0 5 a0a�
City: Southern Pines State: NC Zip: 28387-_
5. Applicant's contact information: WOROS
Phone number: 9( ]0) 692-1983 Email Address: jmichel6osouthennines.net=AYETmin I F RGgIf1NAl OFFICE
IL PROJECT INFORMATION:
1. Project name: Henson Street Sanitary Sewer Extension
2. Application/Pmject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: _,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.161°Longitude:-79.409'
5. Parcel ID (if applicable): _ (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: A. Scott Matthews, PE, PLS License Number: 036809
Firm: ASM Engineering, PLLC
Mailing address: 2248 Joel Rd.
City: Carthaee State: NC Zip: 28327-_
Phone number: 9( ]0) 701-3070 Email Address: scott(a),asmenaineering.net
IV. WASTEWATER 3070 FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Water Pollution Control Plant Permit Number: NC-0037508
Owner Name: Moore County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00309
Owner Name(s): Town of Southern Pines
FORM: FTA 06-21 Page 1 of 5

DocuSign Envelope ID: B5E01256-AA32-493A-AA43-7A8027A4D48C
VI. GENERAL REQUD2EMENTS
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 ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooVFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial _ % Industrial (See 15A NCAC 02T .0103(20)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(11? ❑ Yes ®No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow a,b
No. of Units
Flow
1 Lot (4 bedrooms)
120 gal/bedroom
1
480 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
480 GPD
a See 15A NCAC 02T .0114(bL (dL (e)(I) 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 48 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

DocuSign Envelope ID: B5E01256-AA32-493A-AA43-7AS027A4D48C
VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
S
129
PVC
➢ 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
VIH. 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 limeframes, 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

DocuSign Envelope ID: B5E01256-AA32-493A-AA43-7A8027A4D48C
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (a)? ® Yes ❑ No
15A NCAC 02T.0305(fl contains minimum separations that shall be orovided for sewer systems:
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 It impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-l), 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(fl or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305 (f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(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 nonconformance.
➢ Seethe Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name:_ ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02007 ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(61 (additional permits/certifications)? ® 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/contlict 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 permttiee 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

DocuSign Envelope ID: B5E07256-AA32-493A-AA43-7A8027A4D48C
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/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
2. Professional Engineer's Certification:
1, A. Scott Matthews, PE. PLS attest that this application for Henson Street Sanitary Sewer Extension
(Professional Engineer's name from Application Item I11.1.) (Project Name from Application from R 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 noncompliance 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: ,OWN CAR0111,,,, j
4� SEAL. �9 t
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, James Michel, PE. MBA attest that this application for Henson Street Sanitary Sewer Extension
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item IL 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.
n Slang by:
,'watts M.iclu,l,
Signature: 672191 A4RA 412...
Date: 1/19/2024
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Di,%ki, q[ of k ;a+<-( t,,,,, m v. Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Southern Pines
Project Name for which flow is being requested: Henson Street Sanitary Sewer Extension
Afore than one FTSE maybe required for a single project if the owner of the WIl'TP is not responsible for all pump
stations along the route of theproposed wastewaterflow. I"' J=L&lUi-1 t
I. Complete this section only if you are the owner of the wastewater treatment plaQI!Q/bWR
a. WWTP Facility Name: Moore County Water Pollution Control Plant ��$aoo"t-`�
b. WWTP Facility Permit #: NC O037508
All flows are it0
908
c. WWTP facility's permitted flow 10.0008ayI.r.m„,. __—
d. Estimated obligated flow not yet tributary to the WWTP 1.09030 AI OFFICE
e. WWTP facility's actual avg. flow 4.92200
f. Total flow for this specific request 0.00048
g. Total actual and obligated flows to the facility 6.01278
h. Percent of permitted flow used 60.1278
I1. 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)
(0)
(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.
MOD MOD
Flow, MOD
MOD
Flow Capacity***
* The Firm Capacity (design Dow) 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): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Gould, PE _ 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 Il 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.
t`—
Title of Signing Official
/ 12t/ Z3
Date
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Southern Pines
Project Name for which flow is being requested: Henson Street Sanitary Sewer Extension
More than one FTSF, maybe required for a single project if the owner of the WWTP is not responsible far 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: WQCS-00309
b. WWTP Facility Permit M NCG590018
All flows are in MGD
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 0.00048
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
11. 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) (F)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Finn 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 (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 W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I J arks M i C kr- 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.
Of
Title of Signing
Date
Page 2 of 8
FTSE 10-23

ASM P" "c1 : HENSON ST. SANITARY SEWER EXTENSION
1: 23018
1:12000
10-29-23 VSGS MAP
1 d 1
ASM ENGINEERING, PLLC

ASM Engineering, PLLC
2248 Joe/ Rd.
Carthage, NC 28327
Phone: [phone]
scottC asmengina&ring.net
License # P 2502
Project Narrative
Due to the property being within the limits required by the LIDO of the Town of Southern, public
sanitary sewer shall be extended to the property. The construction of the project will consist of sanitary
sewer improvements. The total requested flow for the project is 480 GPD. 129 Linear feet of 8" PVC pipe
and three manholes will be installed per the plans by ASM Engineering, PLLC. Once construction is
completed, all sanitary sewer lines will be owned by Town of Southern Pines and all waste water will flow
to Moore County Water Pollution Control Plant; WWTF # NC 0037508.
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