WQ0040268_Application (FTSE)_20221210

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VIA 04-16 & SUPPORTING DOCUMENTATION
Application Number: _ (to be completed by DWR)
All lteMs u returned
I. APPLICANT INFORMATION:
1. Applicant's name: Durham County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: StgQhanie Brixty per 15A NCAC 1121' .0LQk(b)
Title: POTW Director
4. Applicant's mailing address: 5926 Highway 55 East
City:12prhgM State: NC Zip: 27713-
5. Applicant's contact information:
❑ Privately -Owned Public Utility
❑ Other
C�
d
co
•ate
o
Phone number: Q.L9 560-9034 Email Address: sbrixey[a).dconc.gov �*
IL PROJECT INFORMATION: 0 °
1. Project name: Bethpage Multi -Family Phase 1 o r-�
2. Application/Project status: Proposed(New Permit . Existin Permii/Pro ect
If a modification, provide the existing permit number: WQ0040268 and issued date: //7/2018 y
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: 35.895 9° Longitude:-78,9257"
5. Parcel 1D (if applicable): 223341, 226726
(or Parcel ID to closest downstream sewer)
1111. CONSULTANT INFORMATION:
1. Professional Engineer: Kelsgy We§tmood Hall License Number: 047013
Firm: Kirnley Horn
Mailing address: 300 Mo xis Street Suite 200
City: Qg ham State: NC Zip: 27701- _
Phone number: 919) 237-9493 Email Address: kelse .westwood kimle -
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Wastewater Tr•eament Plant Permit Number: NCO02605I
Owner Name: DpLb Coun
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ _—Jrlk�lcwn> Downstream (Receiving) Sewer Size: $ inch
%)AL01 Witif t'0143:0DIM SYSIC111 Pennil NUntber(s) (ifapI&abl�:): WQCS00038
Owner Name(s): Durhaui County
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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 hevele er' Opepktjt lr�l Agreement ORM' i3E1�>F been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Associatiou_ has al) C?per$tionol.A.gree n nt iFORM: I IOA) 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 1 offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial �% Commercial
_ % Industrial See 15A.hL['.('. 02 r .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A 19CAC 021A)l 14(fl? [--]Yes ®No
D If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114tfI
Daily Design Flow Nb
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T.•Ol iI i � { ji2l for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities Iocated 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 .5.42&-!).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [ire table 15A NCAl;_' Q21S.1 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A- I CAC 021' .0I 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 Pennit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): __ _
FORM: PTA 04- l6 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T A305 & MDCAGrsvily Sewers :
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3401
PVC
8
604
DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewers)
}' Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VID. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0395 & h113C (Pu a n Stations/Force Alrf im :
COMPLETE FOR EACH PUMP ION 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 15 A NCAC 02 1'.0305011111:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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.
D 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(t)):
1. Does the project comply with all separations found in 15A. NCAC 02: i MOW L ig1
➢ 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 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-1 or WS-Y), 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 swinuning pools
10 feet
Final earth grade vertical
36 inches
➢ J 5A MCAC o2 I.03Q5(g} contains alternatives where separations in 02'r.93im cannot be achieved.
)> **Stream classifications can be identified using the Division's NC Surface Water Clas,%iJ`iukQu1yr&Mg
➢ If noncompliance with 02T..030S(1) or ILL see Section X of this application
2, Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes (--]No ❑ NIA
➢ Seethe 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 I $A b!CAC02H AMU? [a Yes ❑ No ❑ NIA
D This would include Trout Buffered Streams per I SA NCAC 29.0202
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 .fit Z11%r Pimnit ing Lkr nch
5. Does project comply with UA NCU 0;140J ) (additional permits/certificadons)? ® Yes ❑ No
Per .15A NCAC 021'.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 . 1JALJd0Z, "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 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: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A ldir`AC 021-, the IMinimum I.1Gsign.t rAcsia the.Rennilling u. mu I10ILS
aiW Force Mains tluteJ v�r-SiC'11 and the Crayily St r Milt �lp�n-Design 'rite a l gMyersi l as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review- Auuroyal of the request is r&guired prior to submittal of the Fast TrackApnlication and supporting documents.,
2. Professional Engineer's Certification:
I, K/19,w V Ye<-hmVa1 MM.. T I�J. _attest that this application for
aer's name from Application item Ill i.
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 143-215.6B, 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
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signature Authof ity's name &
signature, and date:
1/tl/srA
rom Application item 1.3.)
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 snake no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if ail 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--1_15.6A and 14;-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: Y Date: IQ J D-) ao 2i
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
F i Department of Environmental Quality
Division of Water Resources
Divistott of Wak-z fz(-"Otlljv Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation; Durham Counter .�
Project Name for which flow is being requested: Bethpage Multi -Family Phase 1
More than one FTSE maybe 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.
d
1. Complete this section only if you are the owner of the wastewater treatment plant.
71
a. WWTP Facility Name: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051 — � eit,
A11 flows are in MGD o o�
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.831
e. WWTP facility's actual avg. flow 4.227 p
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 6.058
It. Percent of permitted flow used 50.5
I1. 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, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm I pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Stirru Iron 6.50 2.60 2.416 0.158 2.574 0.026
* 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): Durham County Sewer
Downstream Permit Number: W CS00038
Page 1 of 6
1"I'SE 10-18

III. Certification Statement:
I S�O�a=o- certify to the best of my knowledge that the addition of
the volume oTwastewater to be &rmitted 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.
Signing Of cYal Signature 6 Date
Title of
Page 2 of 6
FTSE 10 18

NC Dept of Environmcntal Quality
Kimley>»Horn
December 8, 2021
NCDEQ — Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
DEC 10 20
Raleigh Regional () ffice
RE: Modification to WQ0040268 — Fast Track Sewer System Extension Application
Kimley-Horn is pleased to submit, on behalf of Buckingham Companies, LLC, the items listed in the
table below as a part of their application for the Fast Track Sewer Extension permit for Bethpage
Apartments, to modify the existing WQ0040268 for Bethpage Multi -Family Phase 1. The project is
located at 5621 Chin Page Road and 5530 Primary Drive in Durham, NC. The project will realign a
portion of the previously permitted and installed sewer, which was certified in July 2020 by a different
engineering firm. Approximately 439 LF of existing 8" PVC sewer main from Bethpage Multi -Family
Phase 1 will be replaced with approximately 97 LF of 8" PVC and 257 LF of 8" Dl. Two existing
manholes will be removed and replaced with two new manholes. No new flow will be added to this
portion of the line.
This submittal is transmitted to you with the following supporting documentation:
Date
Item
12/02/2021
FTA 04-16
12/02/2021
USE 10-18
09/07/2018
Previous Permit (WQ00400268)
12/08/2021
Site Map — 8.5"x11" USGS Topographic Map
12/08/2021
Site Map — 8.5"xl 1" Aerial Vicinity Map
$480 Application Fee (Check)
Should your office have any questions or concerns with this submittal, please do not hesitate to
contact me at [phone] or Kelsey.Westwoodiakimley-horn.com.
Sincerely,
Kelsey Westwood Hall, P.E.
Kimley-Horn & Associates

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BETHPAGE
APARTMENTS
5621 CHIN PAGE ROAD AND 5530 PRIMARY DRIVE
DURHAM, NORTH CAROLINA
PIN NUMBER: 0758-10-39-0222, 0758-21-10-0461
DURHAM CASE NUMBER: D2000226
NRH _ r
a r
_ _ CGINIA
NORTAROLINA
OXFORD
5L: I
85
OREFN5BDRO
LOUISTRRtG
40
1
70
PROJECT
LOCA
54
WAKE FOREST
GµP0.
"LL
40 44
A9®aRo
R
15
cARr" n
84
GARNER
1
OUITON
4 40
SANFORD
F"AY-VARWA
95
PROJECT LOCATION
N TS
VICINITY MAP
1 ":1000'
NORTH