WQ0041003_Application (FTSE)_20190530

State of North Carolina
DWR Department of Environmental Quality
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 �P000— (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION,
I. Applicant's name: City of Sanford (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: Paul Weeks per 15A NCAC 02T .0I06(b)
Title: City Engineer
4. Applicant's mailing address: PO Box 3729
City: Sanford State: NC Zip: 27330-
5. Applicant's contact information:
Phone number: (9777-11 19 Email Address: PaLtl.weeks@.sanfordnc.net
11. PROJECT INFORMATION:
1. Project name: North Currie Drive Sewer Extension
2, ApplicationlProject status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Lee
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4742,- Longitude: -79 2056:
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5. Parcel ID (if applicable): 9632-87-858 1 -00
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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1. Professional Engineer: David Honeycutt License Number: 034999
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Firm: McGill Associates, P.A.
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Mailing address: 5 Regional Circle, Suite A
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City: Pinehurst State: NC Zip: 28374-
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Phone number: [phone] Email Address: david.hone cuff me illassociates.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 (if different than WWTF):
1. Permit Number(s): WQ-Unknown Downstream (Receiving) Sewer ;Size: 8 incSvstem Wide Collection SystemPermit Number(s) (if applicable): WQCS0 3 D Q
Owner Name(s): City of Sanford
FORM: FTA04-16 Page I of

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 O erational Agreement FORA: DEV been attached?
❑ Yes []No ®N'A
3. If the Applicant is a FlomelPro erty Owners' Association. has an Operational Aereement FORNI: fIOA 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 1klotels
❑ School / preschool / day care ❑ Medical"dental 'veterinary facilities ❑ Swimming Pool :Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool ':Filter Backwash
ElBusinesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial ° o Commercial
% Industrial (See_] 5A NCAC 02T.0103(20))
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0.1 14(f)? ❑ Yes ®No
> If vesprovide a coriv of flow reduction angroval letter
7. Summarize wastewater generated by project:
JJJ:
Gr'
Flow
Establishment Type (see 02T.0114ft1)
Daily Design Flow 1,u
No. or Units
3-Bedroom Dwelling Unit
120 gal'day/bedroom
8
GPD
gal:
GPD
gal'
GPD
gale
GPD
gal!
GPD
gal?
GPD
Total
9 GPD
�, VG
I S� 0
a See 15A NCAC 02T .01 14(b). M. (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._d2A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9GPD (per 15A NCAC 02T .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 sower with no new flow expected
❑ Other (Explain):
FORM. FTA 04-16 rr...,� i f J' c

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
692
PVC
8
244
DIP
:- 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 StationslForce 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 (TDI-I)
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):
❑ 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 now 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.
rORM: f TA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305M
> 15A NCAC 02T.0305(f) contains minimum separations that shall he provided rnr sewer cvUrmr-
® 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)
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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, FIQW, 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 swimming pools
10 feet
final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305671 contains alternatives where separations in 021'.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications ti,�ebnaae
> If noncompliance with 02T.0305(f) or (z). 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 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permittim—, Branch
5. Does project comply with 15A NCAC 02T.0 I 05(c)(6) (additional permitsicertifications)? ® Yes ❑ No
Per I5A 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 depcndent 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 15A NCAC 021.0402, "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 se%�er.
❑ 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 he inspected by the perm ittee or its representative at least once every sir -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual S}stem-Wide Collection permit.
FORM: FTA 04-16 n...,,. , .,r1Z

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 ve n and the Gravit 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. Anvroval of the request is re uired prior to submittal of the Fast Track Application and supportina documents.
2. Professional Engineer's Certification:
I, David L. Hone cuff PE attest that this application for
(Professional Engineer's name from Application Item Ill.].)
N"t Currie Drive Sewer Extension Pro'ect
(Facility 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, 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, 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 143-215.613, 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 line not to exceed S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T.0106(b):
=t1
t•
Paul Weeks, PE, City Engineer attest that this application for
(Signature Authority's name g title from Application Item 1.3.)
h.-U,44 Currie Drive Sewer Extension Project
(Facility name from Application Item IL 1.) +
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.
MOTE — 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 applicati c shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil pe ties up to $_" 000 per violation.
Signature:
FORM: FTA 04-16
Date:
trine 5 nr 5

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GRMATY {
SEWER
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State of North Carolina
Department of Environmental Quality
.-WRDivision of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Notch Currie Drive Sewer Extension
More than one ME may be required for a single project if the owner ojthe IVWTP Is not responsible for al1 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: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit ##: NC0024147
All J%ws are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.24073
e. WWTP facility's actual avg. flow 4.616
f. Total flow for this specific request 0.00299
g. Total actual and obligated flows to the facility 5.85961
h. Percent of permitted flow used 48.83%
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 Average Daily Approx. Not Yet Total Current
Station Firm FIow" Current Avg. Tributary Flow Plus
(Name or Capacity, • (Firm � pt), Daily Flow, Daily Plow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*'
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out orservice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) not less than Z.S.
*** 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):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

111. Certification Statement:
I Paul M. Weeks Jr., P.E. 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 as addendums for which i am the responsible party.
Signature of this form indicate acceptance 's wastewater flow. !
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

May 29, 2019
Danny Smith, Supervisor
Raleigh Regional Office
North Carolina Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: Fast Track Sewer Application
North Currie Drive Sewer Extension
City of Sanford, North Carolina
Dear Mr. Smith:
Shaping Communities Together
ATCDeptofEnvironmental Quality
Please find enclosed for your review one (1) original and one (1) copy
System Extension Application package for the above referenced project.
in the amount of $480 to cover the application fee.
MAY 3 0 2i019
Raleigh Regional Office
of a Fast Track Sewer
Please also find a check
The project will provide public sewer service to currently unserved residences. The project
includes the installation of approximately 940 linear feet of 8-inch gravity sewer line with 5
manholes and related appurtenances along the shoulder of Currie Drive, a City -maintained road.
The proposed sewer line will connect into the City's existing 8" interceptor on the road shoulder
within the existing road right-of-way.
If you have any questions during your review or require further information regarding this project,
please do not hesitate to give me a call at 910-295-3159_
Sincerely,
McGILL ASSOCIATES, P.A.
2MATTHaEW. JO S, P.E.
Project Engineer
Enclosures
cc: Paul Weeks, P.E., City Engineer, City of Sanford
19.04001)DS. FTA_20190529.doc
MCGILL ASSOCIATES 5 REGIONAL CIRCLE, SUITE A, PINENURST, NC 28374 / 910.295.3159 / MCGILLASSOCIATES.COM

Cashion, Ted
From: Cashion, Ted
Sent: Monday, July 15, 2019 8:24 AM
To: David Honeycutt; Paul Weeks
Cc: Robinson, Jason �,�-�
Subject: RE: [External] RE: Brookwood i rail Sewer Extension fast track application
,r it CL J- 4
Thanks David. We'll need revised FTSE forms for each project.
can make the other revisions to expedite issuance of the permit.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
r ,:ter•• r,.���..raa flD�
Ge ,X menl oT Eii i onnjen;al pua ty
Subscribe to Collection System & Sewer Permitting lJ dates
it
Emoil correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: David Honeycutt <[e-mail]>
Sent: Wednesday, July 10, 2019 4:14 PM
To: Cashion, Ted <[e-mail]>; Paul Weeks <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Brookwood Trail Sewer Extension fast track application
ffiLerni lemail. 0o not ciacJk li 1k5 or open attachments unless you verify. Send all suspidous email as an attachment to
tii k
Ted,
You are correct for this project and Currie Drive. The flows should be with 3 bedrooms per residence.

Do you need a complete corrected application and the FTSE or only the corrected FTSE?
mcgill
David L. Honeycutt, P.E.
Senior Project Manager
McGill Associates, P.A.
5 Regional Circle Suite A
Pinehurst, North Carolina 28374
T 910.295.3159
C 910.690.2583
david, hone cutt me illassociates.corn
mcoillassociates.com
We launched a refreshed brand. Please note email / web address changes above.
From: Cashion, Ted <ted.cashion ncdenr. ov>
Sent: Wednesday, July 10, 2019 3:44 PM
To: Paul Weeks < aul.weeks2sanfordnc.net>; David Honeycutt <David.Hone cutt me illassociates.com>
Cc: Robinson, Jason <ia� son.t.robinsonia)ncdenr.sov>
Subject: Brookwood Trail Sewer Extension fast track application
Paul and David,
We are reviewing the subject application and have a question concerning the volume of wastewater generated by this
project.
Item VI.7, of the application shows there are 8, three -bedroom homes @ 120 gpd/bedroom, with a total flow of 960
gpd.
Should the flow for this project be 360 gpd per home, for a total flow of 8 x 360 = 2880gpd?
Please explain/confirm, and also revise the FTSE form as needed with the correct flow.
Also, item V. of the application noted an incorrect collection system permit number. With your permission, we'll include
the correct permit number, WQCS00047, to expedite the issuance of this permit.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, July 10, 2019 10:14 AM
To: [e-mail]; Paul Weeks
Cc: Robinson, Jason; Deck, Erin M
Subject: North Currie Drive Sewer Extension fast track permit application
David and Paul,
We are reviewing the subject application and have 1 question.
Item V1.7. of the application shows there are 8, three -bedroom homes @ 120 gpd/bedroom, with a total flow of 960
gpd.
Should the flow for this project be 360 gpd per home, for a total flow of 8 x 360 = 2880gpd?
Please explain/confirm, and also revise the FTSE form as needed with the correct flow.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion ncdenr. ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
r.. •n �:;.r.::�l_iraa
Cepaetmenl of Environmental Quality
Subscribe to Collection System & Sewer Permittincl Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.