WQ0043220_Application (FTSE)_20220304

• •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
NCDEQ Fayetteville Regional Office Date: 02/17/22 Job #: 46627
225 Green Street, Suite 714
Fayetteville , NC 28301-5095
Project: Shaw Landing
Reference:
Attn: Trent Allen, Environmental Regional Supervisor
Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement) signed 2/7/22 & 1/20/22
1
2
Check # 1087 for $480 dated 12/21/22
1
3
Project Narrative sealed 2/16/22
1
4
USGS map
1
5
Vicinity Map
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-532-3281 or [e-mail].
Thank you,
Mike Zaccardo, PE
Senior Project Manager
SIGNED:
5410 Trinity Road, Suite 112 I Raleigh, NC 27607
FAX [phone]
TEL [phone]
Site Development I Residential I Infrastructure I Technology
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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:
(to be completed by DWR)
MI items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Aberdeen (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation 0 General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Harold Watts per 15A CAC 02T .0106(b)
Title: Director of Public Works
4. Applicant's mailing address: PO Box 785
City: Aberdeen State: N Zip: 28315-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Shaw Landing Phase 1 & 2
2. Application/Project status: ® Proposed (New Permit)
❑ Privately -Owned Public Utility
❑ Other
FEB 2 2 '2022
�N V f .
DEQ-FAYE T EVI! L E REGIONAL OFFICE
❑ 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: WQ00
3. County where project is located: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.1632° Longitude: -79.4044°
5. Parcel ID (if applicable): 00052519 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road. Suite IO2
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:
Owner Name:
Permit Number:
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ® Gravity
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00245
Owner Name(s):
FORM: FTA 06-21
NIA
0 Force Main
Page 1 of 6

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes ❑ No N 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 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 N/A
4. Origin of wastewater: (check all that apply):
Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See I5A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Has a flow reduction been approved under I5A NCAC 021' .0114(t)? ❑ Yes ® No
> If ves, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ,,b
No. of Units
Flow
4-Bedroom Single -Family Residence
120 gal/bedroom
34
16,320 GPD
3-Bedroom Single -Family Residence
120 gal/bedroom
33
11,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
28,200 GPD
a See I5A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rate (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 I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A 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: 28,200 GPD (per I SA 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):
Page 2 of 6
FORM: FTA 06-21

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length
Material
8
1,935
SDR 35 PVC
8
724
CLASS 50 DIP
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. 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 1N THIS PROJECT
1. Pump station number or name: Shaw Landing Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.1659° Longitude: -79.4042°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.1066 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): 74 gallons per minute (GPM) at 66.1 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
1,544
SDR 21
If any portion of the force main is less than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ® Other (please specify) Trash Basket
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):
D 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 timeframes, 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 6

PROVIDE A SEPARATE COP OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Lighthouse Circle Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.1600° Longitude: -79.4031°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.2592 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): jJQ gallons per minute (GPM) at Z feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (Inches)
Length (feet)
Material
N/A
N/A
N/A
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0IC.1.b. 0 Grinder Pump ❑ Mechanical Bar Screen 0 Other (please specify)
6. Power reliability in accordance with I SA NCAC 02T .03050 (11:
® Standby power source or 0 Standby pump
D Must bave automatic activation and telemetry - 15A NCAC 02T.0305(10(IXB)j
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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(1tx1XC):
❑ 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 timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 4 of 6

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in I5A NCAC 02T .0305(0 & (g)? ® Yes 0 No
15A NCAC 02T.0305(p contains minimum separations that shall be nravided 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
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 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(1) or (g) see Section X.1 of this application
*15A NCAC 02T.0305(g) 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 NCSurfaceWater Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? /t1 Yes ❑ No 0 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?
➢ Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the altemative 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 I5A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per I5A NCAC 26.0202
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/pennitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes 0 No
Per I5A NCAC 02T.01OS( 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.).
❑ Yes ❑ No N/A
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes f,1 No
Per I5A 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/conflict 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 permittee 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 5 of 6

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02T the Minimum Design Criteria for the Permitting of Pumn Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
tgl 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
concurrently with the approval of the hermit, and protects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
I Michael V. Zaccardo , attest that this application for Shaw Landing Phase I & 2
(Professional Engineer's name from Application ltem 111.1.) (Project Name from Application Item 11.1)
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. 1 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 t4iniiimm Design Criteria for the Fast -Track Permitting
of Putim 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 I43-215.6A 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 non-compliance 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
ottItitt////
ti`'s
49.'g i
„ Iill it)t�
I, Harold Watts. PW Director , attest that this application for Shaw Landing Phases 1 & 2
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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. 1 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 143-2I5.6A and 143-215.613 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 06-21
Date: W7/20 de --
Page 6 of 6

Division of Water itesotimes
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 Aberdeen
Project Name for which flow is being requested: Shaw Landing
More titan 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 0.64441
e. WWTP facility's actual avg. flow 5.45000
f. Total flow for this specific request 0.02820
g. Total actual and obligated flows to the facility 6.12261
h. Percent of permitted flow used 61.2261
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 / pfl, 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 < 0.
Downstream Facility Name (Sewer): Moore County Public Utilities
Downstream Permit Number: WQCS00034
Page I of 6
FTSE 10-18

111. Certification Statement:
I Randy G. 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 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.
Title of Siining Official
Page 2 of 6
Date
FTSE 10-18

e�e4t
R
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
COVER LETTER AND PROJECT NARRATIVE
Project Name: Shaw Landing Phase 1 & 2
Location: Aberdeen, Moore County, NC
Parcel ID: 00052519
Owners:
Developer:
Consultant:
Canes Creek, LLC
PO Box 1872
Southern Pines, NC 28388
Canes Creek, LLC
PO Box 1872
Southern Pines, NC 28388
Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
NEEC.• QOG`
V ZAGG o`
IIIIII\0171
The proposed development is located along the Town of Aberdeen / Town of Southern Pines boundary
on the east side of SW Broad Street between Council Way and Bell Avenue. The project proposes the
construction of 67 single-family residential lots within Shaw Landing Phase 1 & 2. The project is
anticipated to generate the following wastewater flows:
34 (4-BEDROOM) UNITS AT 480 GPD = 16,320 GPD
33 (3-BEDROOM) UNITS AT 360 GPD = 11,880 GPD
TOTAL = 28,200 GPD
The proposed gravity sanitary sewer system will consist of approximately 724 LF of 8" Ductile Iron Pipe,
1,935 LF of 8" PVC, and 1,544 LF of 3" PVC Force Main.
Both the new gravity sanitary sewer system and the pump stations will be owned, operated, and
maintained by the Town of Aberdeen, NC.
5410 TRINITY ROAD SUITE 102 • RALEIGH NC 27607 • PHONE [phone] • FAX [phone] • WWW.TIMMONS.COM

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