WQ0041565_Application_20200318

DEQ/,DWR State of North Carolina
Department of Environmental Quality
QWR MAR 18 2020 Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VVQROS FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WQ 00k$K (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Aberdeen. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Pubic Utklity..
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Joe Wood per 15A NCAC 02T .0106(b)
Title: Utilities Operations Manager
4. Applicant's mailing address: Post Office Box 785
City: Aberdeen State: NC Zip: 28315-_
5. Applicant's contact information:
Phone number: (910 944-4523 Email Address: iwood [e-mail]
II. PROJECT INFORMATION:
I. Project name: Sandy Springs Subdivision Phase 4b
2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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:.35.1156° Longitude:-79.4101 °
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
I. Professional Engineer: John Wiley Johnson, PE License Number: 8257
Firm: Consulting Engineer
Mailing address: 4612 Gunston Place
City: Raleigh State: NC Zip: 27612-3948
Phone number: [phone] Email Address: jwileyj@a bellsouthm
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Water Pollution Control Plant Permit Number: NCO037508
Owner Name: Moore County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. PermitNumber(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS 00245
Owner Name(s): Town of Aberdeen
FORM: FTA 04-16 Pagel 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 Horne/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 ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in 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(fl? ❑ Yes ®No
➢ If yes, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow "b
No. of Units
Flow
3 BR single family
360 gal/dsy
29
10,440 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
10,440 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 10440 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
81, 1728 PVC
➢ Section Il & Ill 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) —112T .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)i _ 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)i
❑ 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 pu np 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(i)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water 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 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (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
1.0 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannotbe achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
9 If noncompliance with 02T.0305(fl or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ 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 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 15A NCAC 02T.0105(c)(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 pennits (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 -prim ity 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:
1. Does the submitted system comply with I5A NCAC 02T, die 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, complete and submit the Variance/Alternative 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 supportinia
documents.
2. Professional Engineer's Certification: I, J d h h LA)i le N t h h h(�G
SM, f" y attest that this application for
(Professro al Engineer's name from Application Item 1I1.1.)
ti.
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 Poore 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 kinowingly mikes 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.
Applicant's Certification per pert 15A NCAC /
02T.0106(b):
name & title from
that this application for
has been reviewed by me and is accurate and complete to die 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 IAL-21_; 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, wb.ich tray
include a fine not to
exceed $10,000 as well as civil penalties up to 325,000 per violation. Signature:—.,"`" �i� Datc: 3-Jo-o2f]..
FORM: FTA 04-16
Pale 5 of 5

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John Wile? Johnson, PE, PLS Sandy Springs 4a & 4b Stream Classification Sheet No.
Consulting Engineer
4612 Gunton Place Raleigh, NC Pee Dee Road — NCSR 20UJ & Location Map
27612-3946 Town of Aberdeen _
[phone] mob (919) 3a2-a699 Moore County, North Carolina 1 "= 1 Mlle'
Ema9: iwlleyi®bellsouth.net Iof _

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Consulting Engineer pee Dee Rood — NCSR 206J USGS LOCATION MAP
4BI2 Gun276 Place Raleigh, NC Town of Aberdeen 111 1,0�0'
27612-3946
(919) 7mail, jwi mob [phone] rii00re County, North Carolina
Email: jwileyj®bellsouth.nst of _

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Aberdeen, NC
Project Name for which flow is. bring requested: Sandy Springs S/D Phase 4b
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#: NC0037508
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
Allflows are in MGD
10
.66314
4.3600
0.01044
4.427
44.27
IL 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,
Pomp 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) MOD MGD MGD MGD Flow Capacity***
N/A
* 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): Moore County Public Utilities Collection
Downstream Permit Number: WQCS00034
Page 1 of 6
FTSE 04-16

Consulting Engineer Phone: [phone]
02.0699
John Wiley Johnson PE PLS 48leigh,12 C 27612Place Mobile: (919)3j@bell
, > Raleigh, NC 27812-3948 email: jwileyjpbellsouth.uet
Tuesday March 10, 2020
Mr. Trent Allen, Supervisor
Water Quality Section, NC DEQ
225 Greene Street, Suite 714
Fayetteville NC 28301-5094
Subject: Sanitary Sewer Construction Permit
Sandy Springs S/D Phase 4b
Town of Aberdeen, Moore County, NC
(NC WQCS 00245)
Dear Mr. Allen,
RECEIVED'
..
MAR 10 2020
";yyp0
DEQ-FAYETTEUILLE REGIONAL OFFICE
Enclosed, please find the original and one (1) copy of the executed Application (Form: FTA 04-16) along;
with two copies of each of the following:
1. Flow Tracking/Acceptance (Form: FTSE 04.16) from Moore County
2, Stream Classification and Location Map (1"= 5000')
3. USGS Location Map (1"=1,000')
4. Application Fee (Check in the amount of $480.00 payable to NC DEQ)
We trust that you will find this request to be in order.
9;;9:e,
John Wiley Johnson, PE,
Cc: Mr. Joe Wood
Stafford Land Company

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Town of Aberdeen. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County Z Municipal
3. Signature authority's name: Joe Wood per 15A NCAC 02T .0106(b)
Title: Utilities Operations Manager
4. Applicant's mailing address: Post Office Box 785
City: Aberdeen State: NC Zip: 28315-_
5. Applicant's contact information:
Phone number: 910) 944-4523 Email Address: jwoodna.townofaberdeen.net
y . . .
❑ Privately-QWpe4;Pu0ic:uAl ty.,
❑ Other
D6, QfLAIR
/04�n
IL PROJECT INFORMATION: [C
I. Project name: Sandy Springs Subdivision Phase 4b
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WON and issued date:
If new construction but part of at a the existing permit number: W000_
3. County where project is loc d: Moore
4. Approximate Coordinates ( egrees): Latitude: 35.1156' Longitude:-79.4101 °
5. Parcel ID (if applicable): _
(or Parcel ID to closest downstream sewer)
STAFFORD LAND COMPANY INC
SANDY SPRINGS
246 VALLEYFIELD LANE -
SOUTHERN PINES, NC 28387
FORM: FTA 04-16 Pagel of5

V
M"AD v n
STAFFORD LAND COMPANY INC
SANDY SPRINGS
248 VALLEYFIELI) PANE
SOUTHERN PINES, NC 28387

Permit Number W00041565
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
stephanie.zorio
Coastal SWRule
Permitted Flow
10,440
Facility
Central Files: APS _ SWP _
3/20/2020
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sandy Sprinngs Subdivision Phase 4b Minor Fayetteville
Location Address County
Moore
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Aberdeen Government - Municipal
Owner Affiliation
Joe Wood
PO Box 785
Dates/Events Aberdeen NC 28315
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/20/2020 3/18/2020 3/20/2020 3/20/2020
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfali
Waterbody Name Streamindex Number Current Class Subbasin