WQ0042534_Application (FTSE)_20210513

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15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
DfvWon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Application Number: O0 t.t z 53 yo bearmp1d d by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
L
Applicant's name: City of Sanford (company, municipality. HOA, utility, etc.)
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Statelcounty ® Municipal ❑ Other
3-
Signature authority's name: Paul Weeks. PE per 15A NCAC 02T _010 b)
Title: City_ Engineer
4.
Applicant's mailing address: 225 E_ Weatherspoon Street. P-Q Box 3729
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City: Sanford State: NC Zip: 27331-3729
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5.
Applicant's contact information:
Phone number [phone] Email Address: naul.weeksle7lsanfordnc.ne1
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11. PROJECT INFORMATION:
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1.
Project name: Hwy 78 North - Phase 1
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2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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If modification, provide the existing permit number. WQ00 and issued date:
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If new construction but part of a master plan, provide the existing permit number WQ00
3.
County where project is located: Lee
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.449534-' Longitude:-79.1638490
5.
Parcel ID (if applicable): 9651-074087. 9651-06-5679 , 9651-D6-4458 .9651-06-3385, 965 i_ 07-5937
(or Parcel I to closest downstream sewer)
111. CONSULTANT INFORMATION:
I _ Professional Engineer: Mike Zaccardo License Number. 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road Ste. 102
City_ Raleigh State: NC Zip, 27607-
Phone number 919 532-3291 Email Address; Mike.Zaccardoni timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number. NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION or different than WWTF):
I. Permit Number(s): WQ— Downstream (Receiving) Sewer Size: 115 inch
5yjtemWi&CoIleqigM5s,svw Permit Number( tifagplicable): WQCS00047
OwnerName(s): City of Sanford
FORM: FTA 04-16 Page I of 5

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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 ®NSA
2. If the Applicant is a Developer of lots to be sold, has a Dgweloncr's Oyerational ASOpgaM.LFQRM, DEVbeen attached?
❑ Yes [:]No ®NIA
3. If the Applicant is a home.. P'ro r % Owners' Association_ has an Qpcznlional Agreement (FORM: H(}A) been attached?
❑ Yes ❑No ®N+A
4. Origin of wastewater: (check all that apply)-
® Residential Owned ❑ Retail (stores, centers, malts) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool / day care ❑ Medical / dental 1 veterinary facilities ❑ Swimming Pool (Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Outer (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commemial % Commercial
% Industrial (See 15A NCAC 02T._0113A-7?W)
oIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 021' .0114[1?? ❑ Yes ❑ No
> if yes. provide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01110
Daily Design Flow 'b
No. of Units
Flow
Residential
360 gal/day
64
23,040 GPD
gal/day
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
7btal
23,040 GPD
a See 158 NCAC 071 _QI 14ft (d). fell I ) and (e)( ) 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 .0I 14(c), design flow rates for establishments not identified [in table C 5A NCAC 02T_01 14
J shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project, 23.040 GPD (per 15A N Z4 ll?l` _01 #4)
D 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

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VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T d)305 & MDC Gravity Sewers):
I_ Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
4,654
SDR-21 PVC
8
591
Ductile Iron
`. Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
9 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC Puma Stallons/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 Q?T .03051��Ll ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( l)(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(hx l)(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.
9 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 ors

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IX. SETBACKS & SEPARATIONS —(02B.0200 & 1SA NCAC 02T-0305(i)):
1. Does the project comply with all separations found in 15A NCAC 42T .03050) & t cl
9 15A NCAC VT_03051f) contains minimum separations that shall be provided for sewer systerns:
® Yes [—]No
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)
I8 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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
IGO feet
**Waters classified WS (except WS-1 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, fake, 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 oft feet or more vertical height
10 feet
Drainage systems and in r drains
5 feet
Any swimming is
10 feet
Final earth grade (vertical)
36 inches
➢ I5A NCAC 02'I-.0305(a) contains alternatives where separations in O?T.0305[0 cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications wcb m
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ NrA
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alterative 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 I5A NCAC 0? .0200? ® Yes ❑ No ❑ NIA
D This would include Trout Buffered Streams per 15A NCAtr 28_0202
4. Does the project require coveragetauthorization under a 404 Nationwide or ® Yes ❑ No
individual permits or401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Pranch
5. Does project comply with 15A NCAC 0?T.0105LcI6) (additional permitstcertifications)? ® Yes [:]No
Per 15A NCAC 02T.0105tc)(61, 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 I5A 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 ❑ NSA
D 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 perm ittee 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

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X. CERTIFICATIONS:
1. Does the submitted system comply with ISA,NCAC 02T. the Minimum Design Criteria for the Permitting: of Pump .
and Force Mains (lates# Version}, and the 4mvity Sewer Minimum Desittn Cr4uiallatest version }as applicable?
® Yes ❑ No
If No, complete and submit the VarianceAltemative Design Request application (VADC 10-14) and supporting documents for
review, Approval of the rentiest is reguired prior tosubmittal oftbe Fast Track ApIRlication and supoorting documents.
2_ Prj"onev "n s C cat
1, —anest that this application for
Professional En m 's name A lication I em 11l..)
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haewe
by meand is accurate, bomplete and consistent with the information supplied in the plans, specifications,
engineering calculations. and all other supporting documentation to the best of m} knowledge. 1 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 Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inciusion of these materials under my signature and seal signifies that 1 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 143-215.613, 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 tine not to exceed S 10,000, as well as civil penalties up to 525,000 per violation_ 1 t n 11 t t r
North Carolina Professional Engineer's seal, signature, and date:
�►. OF
3. Applicant's Certification per 15A NCAC 02T .0106(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. 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 143-215.6a, 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 S 10,000 as well as civil penalties up to $25.000 per violation.
Signature:
IP131--54mid M.
OwL h, Uas Jr. P.t.
eeraer:aesrsaae
Date:
4/30/2021
FORM: FTA 04-16 Page 5 of 5

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NC Dept of Environmental Quality
State of North Carolina
Department of Environmental Quality
MAY 13 2021 Division of Water Resources
D- W--R
Raleigh RegionWW racking for Sewer Extension Applications
Dlvlslon of Water Resources (FTSE 10-18)
Application Number: I FT-328 �A
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Hwy. 78 North Subdivision, Ph. l
More than one FTSE may be required jar a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. 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: 1.1007
e. WWTP facility's actual average flow: 5.7330
f. Total flow for this specific request: 0.0230
g. Total actual and obligated flows to the facility: 6.8568
h. Percent of permitted flow used: 57%
11. 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)
(8)
(C)
(n) _ (B+C)
(E)=(A-D)
Pump
Pump
Firm
Design
Approx.
Obligatcd,
Total Current
Available
Station
Station
Capacity
Average
Current
Not Yet
Flaw Plus
Capacity'
(Name or
Permit
Daily Flow
Avg. Daily
Tributary
Obligated
Number)
Number
rFi.mh+f1
Flow,
Daily Flow,
Flow
MGD
MGD
MGD
MGD
MGD
INIGD
1-cman Springs
4006
0.2880
0.1152
00216
0 033H
00554
0.0598
Gastcr Crcck
4.0291
1.6114
1.0195
0.2307
1.2502
0.3611
zaig_suffalo
#NeA
#N/A
#NfA
#N+A
#N1A
#N?A
x
#NfA
#NIA
#NfA
#N'A
#NfA
#N?A
x
#NrA
#NIA
#N.'A
#N:A
#NfA
#NrA
x
#N+A
#N/A
#NfA
#N:A
#N+A
#NfA
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now that
can he achieved with the largest pump taken out of service.
2. Design Average Flaw 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): City of Sanford Collection System
Downstream Permit Number: WQCS00047
Page 1 of 6 FTSE 10-18

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M. Certification Statement
I, 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 11 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.
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Signing Ojjicial Signature
City Engineer
Title oJ'Signing Official
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Date
Page 2 of 6 FTSE 10-18

I
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
PROJECT ENGINEERS' REPORT
Project Name: Hwy 78 North
Location- Sanford, Lee County, NC
PIN: 9641-98-7696, 9641-99-7002, 9641-99-9351, 9641-99-4464
Owners: McKee Homes, LLC
109 Hay Street, Ste. 301
Fayetteville, NC 28301
Developer. McKee Homes, LLC
109 Hay Street, Ste. 301
Fayetteville, NC 28301
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
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The proposed development is located approximately 2,5D0 LF NE from the intersection ofCourtland Drive
(SR 1122) and NC Hwy 78 (Tramway Rd.) in Sanford, NC. The project proposes the construction of 188
single-family lots. The project is anticipated to generate the following wastewater flows:
Phase 1:
64 (3-BEDROOM) UNITS AT 360 GPD = 23,040 GPD
Phase 2:
58 (3-BEDROOM) UNITS AT 360 GPD = 20,880 GPD
Phase 3:
66 (3-BEDROOM) UNITS AT 360 GPD = 23,760 GPD
TOTAL = 67,680 GPD
The proposed gravity sanitary sewer system will consist of approximately 10,131 LF of 8" Ductile Iron and
SDR-21 PVC. Phase 1— 5,234 LF, Phase 2 — 2,671 LF, Phase 3 — 2,226 LF.
Both the new gravity sanitary sewer system and the pump station will be owned, operated, and
maintained by the City of Sanford, NC.

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS_
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office Date: 05/12/2021 Job #: 45739
3800 Barrett Drive Project: Tramway North Subdivision
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 AC
1
4
USGS ma
1
5
VicinitV Ma
Nnral
' �Il
THESE ITEMS ARE TRANSMITTED: Ral".gh /?e
If enclosures are not as noted, please notify us at once. gio lal Of,
COMMENTS: o
Feel free to contact me with any questions at 919-866-4944 or [e-mail].
Thank you,
Dexter Howell
Project Manager
SIGNED:
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