WQ0042798_Application (FTSE)_20210820

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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: W �V� l �t{,�j (to be cumpletcd by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
. Applicants name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ StatelCounty ® Municipal
3. Signature authority's name: Paul Weeks PE per I SA NCAC 02T .0106(b)
Title: City Engineer
4. Applicant's mailing address: 225 E. Weathers oon Street P.Q. Box 3729
City: Sanford State: NC 7ip: 27331-3729
5. Applicant's contact information:
Phone number: [phone] Email Address: paul,[e-mail]
Ill. PROJECT INFORMATION:
❑ Privately -Owned Public L'til0y
❑ Other
1. Project name: Hwy. 78 South - PHASE 3
2. ApplicationlProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQCIi__
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3. County where project is located: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.449534• Longitude:-79.163849=
5. Parcel ID (if applicab'e): 9651-074087 9651-06-5679 9651-06-4458 9651-06-3385 9651-07-5937
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
. Professional Engineer: Mike laccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Ste. 102
Crty: Ra eiuh State: NC Zip: 27607-
Phone number: [phone] Email Address: Mikc.Zaccardorrrrftimmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO024147
Owner Name: CiLy of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 15 inch
S stem Wide CoIICCtiorl S stern Permit Numbers if a plicabl . WQCS00047
Owner Name(s): City of Sanford
FORM: F'TA 04-16 Page I of 5

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VT. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes [—]No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Qperauonaf Agreement (FORM: DI V) been attached?
❑ Yes ❑No ®N+'A
3. If the Applicant is a I lomcll'rolway Owners' Association, has an Operational Agreement [FORM: FIOA) been attached'?
❑ Ycs ❑No ®N1A
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 f day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming POOL/Filler Backwash
❑ Businesses / offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic?Commercial % Commercial
- % Industrial (See I SA NCAC 02'r .0103 20
—Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. l [as a flow reduction been approved under 15A NCAC 02'r A l 140)? ❑ 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`-"
No. of Units
Flow
Residential
360 gal/day
48
17,280 GPD
gal/day
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
17,280 GPD
a See 15A NCAC 02'r .01 14(b), (d),_(c)(1) and (c)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified (in table 15A NCAC 021.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 17,280 GPD (per I SA NCAC 021' .01 14
➢ 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):
NCDeptofEnvfronmental Quali
ty
1111102821
Raleigh Regional of
fico
FORM. FTA 04 16 Page 2 of 5

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V1I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be pcnnitted:
Size (inches) Length (feet) Material
8 1,675 SDR-21 PVC
➢ Section 11 & 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
Vill. 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 021' .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 oF5

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TX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I SA NCAC 02,1' .03051 t)_& 0 ® Yes ❑ No
➢ 15A NCAC 02T.03054f) contains minimum separations that shall he provided for sewrr wmen,x•
Setback Parameter*
Se aration 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
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 swimmin ools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC U2T.0105(s) contains alternatives where separations in 021',0305(1) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or 66, 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 I SA NCAC 0213,0200'? ® 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 & Huffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)"? ® Yes [:]No
Per I_SA NCAC 02T.0 1 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 I SA NCAC 0211'.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 ❑ NIA
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 t5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

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X. CERTIFICATIONS:
1. Does the submitted system comply with 15A_NCAC ii'T, the VTinintuin I) �sr�iun Criteria for the Prrsttittirtg of Pump Stluic n�
and Force Mains (latest version), and the (ir-avity ,Biwa Minimum, Deziign e,ritcria I latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance, Alternative Design Request application (VADC l 0-14) and supporting documents for
review. Approval of the re uest is required prior to . ubmittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
t/ ` 54a*4D attest that this application for
(Profession al�_Enginc r'�amc fro�,A�lica 'on ftcut it �Iae 3
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has been reviewed b me and is acculatc, complete and consistent with the information supplied in the plans, specifications,
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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 to accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewcrs (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, inc'usion 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 143-215.6191, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per I SA NCAC 02T .0I06(b):
Paul M. weeks Jr. P.E. City Engineer
attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. f understand that if all required parts of
this application arc 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 141-215%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.
Signature:
IP
DocuSiyned dy:
NA h, (�f, ks Jr. P.f,.
BBC39E6667844B9.
Date:
7/26/2021
FORM: FTA 04-16 page 5 of 5

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DWR
Dlvlsion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Application Number: I FT-332 —�
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Hwy. 78 South Subdivision, Ph. 3
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO024147
All flows are in MGD
c.
WWTP facility permitted flow:
12,0000
d.
Estimated obligated flow not yet tributary to the WWTP:
1.1308
e.
WWTP facility's actual average flow:
6.0970
f.
Total flow for this specific request:
0.0173
g.
Total actual and obligated flows to the facility:
7.2451
h.
Percent of permitted flow used:
600,E
Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D) _ (B+C)
(E)=(A-D)
Pump
Pump
Firm
Design
Approx.
Obligated,
Total Current
Available
Station
Station
Capacity
Average
Current
Not Yet
Flow Plus
Capacity`
(Name or
Permit
Daily Flowz
Avg, Daily
Tributary
Obligated
Number)
Number
(F,r,r lnn
Flow,
Daily Flow,
Flow
MGD
MGD
MGD
MGD
MGD
MGD
txmon_Spnngs
#006
0,0083
01152
0.0216
0.0719
0.0935
0,0217
Gaster Creek
4.0291
1.6114
1.0195
0.2307
1.2502
0.3611
7Big Buffalo
#NIA
#N?A
#NrA
#NfA
#NfA
#NfA
x
#NrA
#NIA
#N,`A
#NrA
#NIA
#N: A
x
#NIA
#NIA
#NfA
#NrA
#NIA
#N?A
x
#N:A
#N+A
#N.-A
#NrA
#N:A
#N'A
1. 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.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. 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 5 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
City of Sanford Collection System
WQCS00047
Page 1 of 6 FTSE 10-18

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111, Certification Statement
1, Paul Weeks, Jr. 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.
DocuSigned by.
k. Ups Jr. P. f.
EP BBC39E6667944BO
Signing Official Signature
City Engineer
Title of Signing Official
07/23/21
Date
Page 2 of 6 FTSE 10-18

III
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROJECT ENGINEERS' REPORT
Project Name:
Hwy 78 South
Location:
Sanford, Lee County, NC
PIN:
9651-07-4087 , 9651-06-5679 , 965106 4458, 9651-06-3385 , 9651-07-5937
Owners:
Racoon Path Holding, LLC
402 Forestwood Park Road
Sanford, NC 27330
Developer:
Racoon Path Holding, LLC
402 Forestwood Park Road
Sanford, NC 27330
ts�pfrS.
r:
Consultant:
Timmons Group
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2
Mike Zaccardo, PE
;'
5410 Trinity Road, Suite 102
rG'•. GINE
Raleigh, NC 27607
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Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed development is located approximately 2,500 LF NE from the intersection of Courtland Drive
(SR 1122) and NC Hwy 78 (Tramway Rd.) in Sanford, NC. The project proposes the construction of 111
single-family lots. The project is anticipated to generate the following wastewater flows:
Phase 1:
28 (3-BEDROOM) UNITS AT 360 GPD = 10,080 GP
Phase 2:
35 (3-BEDROOM) UNITS AT 360 GPD = 12,600 GPD
Phase 3:
48 (3-BEDROOM) UNITS AT 360 GPD = 17,280 GPD
TOTAL = 39,960 GPD
The proposed gravity sanitary sewer system will consist of approximately 6,542 LF of 8" Ductile Iron and
SDR-21 PVC. Phase 1— 3,382 LF, Phase 11-1,485 LF, Phase III —1,675 LF.
Both the new gravity sanitary sewer system and the pump station will be owned, operated, and
maintained by the City of Sanford, NC.

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office Date: 08/19/2021 Job #: 45739
3800 Barrett Drive Project: Tramway South Phase 3
Raleigh, NC 27609 _ Reference:
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)
1
2
Check for $480
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
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 919-866-4944 or dexter.howellCa7timmons.com
Thank you,
Dexter Howell
Project Manager
C Dept of Enviro�n'cntal Quality
N
Raleigh Regional piece
SIGNED: 6t
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