WQ0040474_Application (FTSE)_20181012

State of North Carolina
DW
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:
Ito be completed by AWR1
All items must be completed_or the application will be returned
I. APPLICANT INFORMMATION:
1. Applicant's name: City .of Durham (company. municipality, HOA. utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Robert Joyner per 15A NCAC 02T .0106(h)
Title: Development Review Supervisor
4. Applicant's mailing address: 101 City Hall Plaza
City: Durham State: NC Zip: 27701-
5. Applicant's contact information:
Phone number: (919) 560-4L 2 Email Address: Robert.JoynerC'durhamnc.gov
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Shepard's Square
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
11'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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.956745 Longitude:-79,870901
5. Parcel ID (if applicable): 156827
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher Mehl. P.E. License Number: 034059
Firm: Edens Land
Mailing address: 2314 S. Miami Blvd. Suite 151
City: Durham State: NC Zip: 27703-
Phone number: [phone] Email Address: chris.mehlfa edensland.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Triangle WWTP Permit Number: unknown
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQCS00038 Downstream (Receivinc) Sewer Size: 8 inch
System 11_idk! Colioction System Permit Nwt hcr(s) 61'applicablc1: WQCS00038
Owner Name(s): Durham County
FORM: FTA 04-16 Page I 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 Develo er's Operational Agreement FORM: DEV been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home Pro erty Owners' Association. has an Operational Agreement FORM- HOA 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 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 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
b Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14? ❑ Yes ® No
1W If yes• provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow a-b
No. of Units
Flow
single family residential
360 gal/per day
8
2,880 GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
2,880 GPD
a See I5A NCAC 02T .01 14(b). (d). (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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1141 shall be
determined using available flow data, water using Fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2.880 GPD (per 15A NCAC 02T .0114)
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 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
8
529
PVC
8
620
DIP
Section I1 & 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 .030& MDC (Pumn 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)
S. 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)l l is
❑ 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.
e 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-I6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be urovided for sewers stems:
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 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 slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical
36 inches
I5A NCAC 02T.0305(el contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webaagge
If noncompliance with 02T.0305 ore 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
i 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 0213.0200? ❑ Yes ❑ No ® N.-'A
This would include Trout Buffered Streams per I3A NCAC 2B.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 & Buffer Permitting Branch
5. Does project comply with l5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T;0I05(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 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 ® N.?A
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 perndttee 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:
I. Does the submitted system comply with 15A NCAC 02T. the Minimum Design_Cntcria for the Pcrnutlin� ul' Pump St.pi�,n�
and Force Main, 0.ac,t �crsionl. and the Gravity SC%Wr Min infclm Dcsi m Crileria dutc.t version 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 supporting documents.
Professional Engineer's Certification.
IWAACA 1141, 111"�Ivvl attest that this application for
(Professio al Engineer's Hume from Application Item lIl.l.)
has been reviewed by me and is accurate, complete and consistent with the information supplied to the plans, specifications,
ensineering calculations. and all other supporting documentation to the hest of my knowledge. I further attest that to the best
ofmyknowledge 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 1 33-215.6f3, 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 $10.000. as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: � \�k\k � AR
$h3r
4059
Girt
...................................... ......................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Robert N. Joyner attest that this application for
(Signature Authority's name & title from Application Item 1.3.)}��r�/ 'J�
am
has been reviewed b me and is accurate and complete to the best of nt knowledgc. I undJerst�'rtd tltat if a!I re urrtd arts of
Y P Y � q P
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. 1 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 143-315.6A and 1 .1-21i.613, any person who knowingly makes any false
statement, represent ion, or certification in any application package shall be guilty of a Class 2 misdemeanor. which may
include a tine toe ecd $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: lit
FORM: FTA 04-16 Page 5 of 5

r
'.5
State of North Carolina
Department of Environmental Quality
d Division of Water Resources
DIVisluil of Water IteSOUICCS Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Durham
Project Name for which flow is being requested: She ard's S uare
Adore than one FTSE may he required for a single project if the owner of the W117P is not responsible for all pump
stations along the route of the proposed wasteivater flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Triangle Wastewater Treatment Plant'
b.
WWTP Facility Permit #: N00026051
AlI flows are in MGD
p
c.
WWTP facility's permitted flow
12
S
d.
Estimated obligated flow not yet tributary to the WWTP
2.213
a
`v
o
e.
WWTP facility's actual avg. flow
4.244
T
f.
Total flow for this specific request
0.00288
g.
Total actual and obligated flows to the facility
6.459
0
©
cp
h.
Percent of permitted flow used
S3,83
aw
11. Complete this section for each pump station you are responsible for along the route ofthis
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Station
Firm Flow**
Current Avg.
Tributary
(Name or
Capacity, * (Firm pf),
Daily Flow,
Daily Flow,
Number)
MGD MGD
MGD
MGD
(D)=(B+C)
Total Current
Flow Plus
Obligated
Flow
(E)=(A-D)
Available
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 peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the VVVVTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Durham CounLy Sewer
Downstream Permit Number; W CS00038
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
I Stephanie Brixey _ 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 sewcr 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
farm indicates acceptance of this wastewater flow.
Signing Ojficial Signature
aot8
Date
Page 2 of 6
RSE 04.16

�m EdensLand
November 28, 2018
Durham County Engineering
5926 Highway 55 East
Durham, NC 27713
NCDEQ/DWR
Water Quality Permitting -- Wastewater Branch
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Shepard's Square
Fast -Track Application for Gravity Servers (FfA 04-1 G) - Public
Dear Sir or Madam:
Please find the attached permit application, fee, and approved engineering Construction Drawings for the
installation of approximately 1,149 linear feet of public 8" gravity sewer main in Durham, North Carolina.
The sewer main is being installed to serve 8 lots within Shepard's Square, a single-family residential
development containing a total of 156 single family lots.
Thank you and please call 919-316.1855 or email chris.mehl(q edendind.com with any questions.
Sincerely,
Edens Land
f �h
NMI
Chris Mehl, PE
Director — Civil Engineering Services
www.edensland,com
Direct: 919.316.1855
CAlrl 4
_� • F� to • 9�s
•ate SEAL 'ram
034059
I.,� • J• ��
//1j11111 `10
2314 S. Miami. Blvd,
5ulte 151
Durham, NC 27703

PUBLIC WORKS
CITY OF DURHAM
October 9, 2018
N.C. Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
July 31, 2014
Dear Sirs:
Subject: Sewer Permit Application - Public & Private
SHEPARD`S SQUARE
l of Environ tai Quality
NcnepIX
�
OCT �f
Raleigh Regional Office
Please find enclosed the subject application package, which includes the original and one copy of both
the public and private completed application forms and flow acceptance letters, (form FTSE-10/07
from the City of Durham and Durham County), the appropriate topographic maps, and the $480.00
fee for each APPLICATION
Should you have questions or comments, please do not hesitate to contact me at [phone], ext.
30229.
Sincer
Robert N. Joyner, , P..,
Development Review Group Manager
City of Durham
Dept. of Public Works
101 City Hall Plaza, Third Floor, Durham, NC 27701 919.560.4326 DurhamNC.gov Follow Us @CO o' Durham