WQ0043292_Application (FTSE)_20220301

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Lilt_ OQ`133C2 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Durham (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: Donald F. Greeley per ISA NCAC 02T .0,106(b)
Title: Water Management Director
4. Applicant's mailing address: 1600 Mist Lake Drive
City: Durham State: NC Zip: 27704-
5. Applicant's contact information:
Phone number: 919 560-4381 Email Address: don.greelev(durhamnc.gov
II. PROJECT INFORMATION:
1. Project name: 751 South Secondary LS
2. Application/Project 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
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.877' Longitude: -78.955
5. Parcel ID (if applicable): 0717-03-32-2282
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. Mark P. Ashness License Number: 18894
Firm: CE Group, Inc
Mailing address: 301 Glenwood Avenue, Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: mark®cegroupinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Durham WRF Permit Number: NC 0047597
Owner Name: City of Durham
NC Dept of Environmental Quality
12022
Raleigh Regional Office
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQS-001146 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) if applicable): WQCS00005
Owner Name(s): City of Durham
FORM: FTA 04-16
Page 1 of 5

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 Operational Agreement (FOR.t.LOffi been attached?
D Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, hasan Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
® Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
0 Retail (stores, centers, malls)
El Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
O Nursing Home
0 Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
)Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t)? 0 Yes ® No
D If yes., provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(6)
Office
Residential 4 BR
Daily Design Flow''b
25 gal/Emp
120 ga1BR
gal/
gal/
gal/
gal/
No. of Units
Flow
600
15000 GPD
73
35040 GPD
GPD
GPD
GPD
GPD
GPD
Total
50,040 GPD
a See 15A NCAC 02T_,21011.4 4Ld),, (e)(1j and (e)(2) for caveats to wastewater des gn 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 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 50.040 GPD (per 3 5A NCAC 02T .0114)
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
El Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1, Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
N/A
➢ 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 requirement is not allowed and a violation of the MDC
VIII. 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: 751 South Secondary LS
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.877 Longitude: -78.955
3. Design flow of the pump station:.712 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 495 gallons per minute at 5. . feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
N/A
6. Power reliability in accordance with 15A NCAC 02T .0305 fh)(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)(I)(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 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T ,03051f1 & f Q)
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® 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 Iines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**My private or public water supply source, including any wells, WS-I waters of Class I or
Class II 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 swimming pools
10 feet
Final earth grade (vertical)
36 inches
> j116.NCAC 02T-9 O5(g) contains alternatives where separations in (I2T.0305(0 cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webppg_e
> If noncompliance with 02T.0305ff1 orb,) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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 NCAC 02B .0200? ❑ Yes ❑ No ® N'A
➢ This would include Trout Buffered Streams per ) 54. NCAC 213_0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401. & Buffer Permitting Branch
❑Yes ®No
5. Does project comply with 15A N A 2T.0105c k) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01051c1t6), 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 15A 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 ❑ 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 J5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains ( latest version}, and the Gravity Sewer M inimum Design Criteria (latest veeion) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and sunoortina documents.
2. Professional Engineer's Certification:
r-IL
(Professional Engineer's name from Applicp,tior. Item III.1
1 L
-
has been reviewed by me and is accurate, com�and consistent with e information supph d 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
I, _
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ��r .4e4, /if,� LCy/ - ateErrb2
(Signature Authority's name & title from Application Item I.3.)
attest that this application for
attest that this application for
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 retumed to me as
incomplete.
NOTE In accordance with General Statutes 143-2 1 5.6A 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.
Signature:
Date: .00 Z
FORM: ETA 04-16 Page 5 of 5

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10- 1 8)
Entity Requesting Allocation: City of Durham
Project Name for which flow is being requested: 751 Secondary Lift Station
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: South Durham WRF
b. WWTP Facility Permit #: NC 0047597
All flows are in MGD
c. WWTP facility's permitted flow 20.0
d. Estimated obligated flow not yet tributary to the WWTP 1.72
e. WWTP facility's actual avg. flow 9.45
f. Total flow for this specific request 0.050
g. Total actual and obligated flows to the facility 11.22
h. Percent of permitted flow used 56.1%
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm ? pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Primary
WQ0041756 1.58 0.47 0.0022 0.365 0.367 0.103
* 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): 751 South Phase 113
Downstream Permit Number: S-001146
Page 1 of 6
FTSE 10-18

III. Certification Statement:
4 0roz r>/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.
Official
//ter
Title of Signing Official
Page 2 of 6
Signature
Signing Date
FTSE 10-18

GRADING 8
INFRASTRUCTURE
IMPROVEMENTS
(IN PROGRESS)
SEE PLANS BY
COULTER JEWELL
THAMES
751 SOUTH
SECONDARY LIFT STATION
SITE MAP
500' 0' 500' 1000
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2016
WOO. REFKO. OSOS X2♦K1

0D0
TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mail: mark(&ceoroupInc.com
Transmittal
DATE: 3/ 1 /2022
PROJECT NO: 199-02
WQ 0041756 751 Secondary Lift Station
Durham County
Quantity
Drawing No.
Description
1
Original
FTA/ FTSE Applications w/ Site Maps
1
Check
Application fee in amount of $480.00, Check #11536
1
CD
FTA/ FTSE Applications w/ Site Maps (copy)
NC Dept of Environmental Quali4
l#ri
µ I
RaIcigh Rep• real Off
cu
REMARKS
Please let us know if you require any additional information.
CC: City of Durham Water Mgmt
oup, Inc.
Signed ti -
. Ashness, PE
PROVIDING CIVIL / SITE & INFRASTRUCTURE CONSULTING SERVICES SINCE 1998