WQ0040949_Application (FTSE)_20190430

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: �v _ (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: CITY OF SANFORD (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ GeneraI Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: PAUL WEEKS. PE per I SA NCAC: 02T .0100(h)
Title: CITY ENGINEER
4.Applicant's mailing address: PO Box 3729
City: SANFORD State: NC Zip: 2733I-3729
U
5. Applicant's contact information: 01
e° O
Phone number: 9l9 777-1119 Email Address: pauI.weeksAsanfordnc.net v a
E c"4
cs
IL PROJECT INFORMATION: i ,G
1. Project name: NOTTINGHAM PHASE 5 > c�
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ° Q bD
If a modification, provide the existing permit number: WQ00 and issued date: A
If new construction but part of a master plan, provide the existing permit number: WQ0016086 z
3. County where project is located: LEE
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.2948 Longitude:-79.1120'
5. Parcel ID (if applicable): Lee County Pin_# : 9643-35-6242-00
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: KEN W BRIGHT License Number: 17585
Firm: KEN BRI HT ASSOCIATES PLLC
Mailing address: PO BOX 553
City: SANFORD State: HQ Zip: 27331-0553
Phone number: 919 776-2444 Email Address: KWBRIGHT KENBRIGHTEN INEERING.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: BIG BUFFALO WASTEWATER TREATMENT PLANT Permit Number: 0024147
Owner Name: CITY OF SANFORD V 1
V. RECEIVING DOWNSTREAM S WER INFORM TION (if different than WWTF):
1. Permit Number(s): WQ��+I i Downsfeam (Receiving) Sewer Size: g inch
S stem Wide Collection System Permit Numbed s) cif applicab: WQCS Qd
Owner Name(s):
FORM: FTA 04-16 Page 1 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a De�elorner'.; Operational Aereement [ FORM_DEV) been attached?
[:]Yes ❑No ®N/A
3. If the Applicant is a Home -Troperty Owncrs' Association, has an Operational Agreement FORM: HOA.I been attached?
❑ Yes ❑No ®NIA
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 "/o Commercial
% Industrial (See 15A NCAC 02T .b 103001)
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .011 11? ❑ Yes ® No
➢ If yes, erovide a copy of flow reduction aonroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T
Daily Design Flow'-b
No. of units
Flow
RESIDENTIAL
480 gaVUNIT
44
21,120 GPD
gall
GPD
gall
GAD
gall
GPD
gaV
GPD
gaV
GPD
Total
21,120 GPD
[71
C"X
a See 15A NCAC 02T .0114(b). (d), felt E } 4nd Ie] f2} 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 154 NCAC 02T.0 t 1,11 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 21.120 GPD (per 15A NCAC 021:_.Ol 14)�f ➢ 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

_ VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021' .0305 &,MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,500 PVC
➢ Section lI & 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDCtPumil Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: a 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 (incites) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)t j:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(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 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 (drab 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 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305io & (g) ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be orovided 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
10 feet
Top slo a 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
Z 15A IAA (1 .�305(, contains alternatives where separations in 02T.0305(f) cannot be achieved.
Z "Stream classifications can be identified using the Division's N(; Surfug Water Classifications weboaee
t If noncompliance with 02T.0.M OS nr, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
D 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 15 A NC Ate; 02B .0200? ❑ Yes ❑ No ® NIA
z This would include Trout Buffered Streams per I 5A N�C 21U202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 19LLBUffer Permitting Branch
5. Does project comply with Li NCAC 02T.0105fc)(G) (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 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 15 A NCAC 02TM402, "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 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. the Minimum Design Criteria for the Permitting 2LEM sp Stations
and Force Mains_(atest 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. Apiproval of the request is mquimd prior to submittal ofthe Fast Track A licadon n rti document..
2. Professional Engineer's Certification:
i, Ken
(Pro,Ciessional Engineer's name from Application Item 111.1.)
Nottingham Subdivision Phase 5
that this application for
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 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 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 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,
..4�
Vy B *"iaA,1`
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Paul Weeks, PE attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Nottingham Subdivision Phase 5
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; 215,6B. 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 S10,000 as well as cj)dLpr,.nattJes up to $25,000 per violation.
Date: •7~
FORM: FTA 04-16 Page 5 of 5

t
r
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: City of Sanford
Project Name for which flow is being requested: Nottingham Phase V
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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: l
b. WWTP Facility Permit #:
Buffaloe WWTP
NC 0024147
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
All flows are in MGD
12.0
1.19335 0
e. WWTP facility's actual avg. flow 4.616
f. Total flow for this specific request 0.02112 �-
g. Total actual and obligated flows to the facility 5.83047
h. Percent of permitted flow used 48.59%
11. 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:
Pump
Station
(Name or
Number)
vs
N
CC
0.
a
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Average Daily
Approx.
Not Yet
Total Current
Firm Flow**
Current Avg.
Tributary
Flow Plus
Capacity, * (Firm 1 pl),
Daily Flow,
Daily Flow,
Obligated Available
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 of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a pealing
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station Iocated
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
U
O
ca
M
0
U
Page 1 of 6
FTSE 04-16

M. 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 assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater fl
M
Signing Official Signature
Page 2 of 6
FTSE 04-16

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4

KEN BRIGHT ASSOCIATES, PLLC
Consultin€z Engineers
April 29, 2019
Mr. Ted Cashion
North Carolina Division of Environmental Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Nottingham Phase 5 - Sewer Extension
Lee County
Dear Mr. Cashion:
Enclosed please find the following documents:
1. The fast track sewer application.
2. Form FTSE 04-16
3. A check for the amount of $ 480.00.
4. A Color copy of a USGS Topographic map.
5. A Street level map.
NC Dept of Environmental Quality
APR 3 It 2019
Raleigh Regional Office
The project consists of the extension of approximately 1,500 LF of 8" PVC pipe to serve
44 residential lots.
If you have any questions please feel free to contact me.
I would appreciate your reviewing these as soon as possible. If you have any questions
please feel free to contact me.
Sincerely,
Ken W. Bright, PE
File: project2018INottingham Phase 51Sewer ILetter sewer appi doe
P.O Box 553
2305 Carthage Street
Sanford, NC 27330
Phone: [phone]
e-mail: [e-mail]

Cashion, Ted
From: Paul Weeks <[e-mail]>
Sent: Monday, June 17, 2019 5:18 PM
To: Cashion, Ted; 'Ken Bright'
Cc: Robinson, Jason
Subject: [External] RE:: Nottingham Phase 5 fast track sewer extension application
• ternal (hail. Do not dictc lii��cs or'* pen attachments unlessyou verify. send all suspicious email as an attachmentto
Ted,
That line went in about 1965 so I don't have a downstream sewer permit number. Our records show it being an 8".
Paul M. Weeks Jr, P.E.
City of Sanford
City Engineer
225 E. Weatherspoon St
PO Box 3729 t
Sanford, NC 27330
(o) 919-777-1119
(o) 919-777-1122
From: Cashion, Ted [mailto:[e-mail]]
Sent: Monday, June 17, 2019 2:57 PM
To: Paul Weeks <[e-mail]>; Ken Bright<kwbright@ken brightengineering.com>
Cc: Robinson, Jason <[e-mail]>
Subject: Nottingham Phase 5 fast track sewer extension application
Paul and Ken,
We are reviewing the subject application. Can you provide the items in item V. of the application: downstream sewer
permit number and downstream receiving sewer size. I'll include the Sanford collection system number for you,
WQCS00047.
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

Cashion, Ted
From: Cashion, Ted
Sent: Monday, June 17, 2019 2:57 PM
To: Paul Weeks; Ken Bright
Cc: Robinson, Jason
Subject: Nottingham Phase 5 fast track sewer extension application
Paul and Ken,
We are reviewing the subject application. Can you provide the items in item V. of the application: downstream sewer
permit number and downstream receiving sewer size. I'll include the Sanford collection system number for you,
WQCS00047.
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.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
E Q
l.iP:4 ID�
Deottmcnl of Environmental Uua Nty
Subscribe to Collection System $ Sewer Permitting 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.