WQ0040269_Application (FTSE)_20190925

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: 1 04 11 14"1 t1 0o be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
i . Applicant's name: Durham County (company, municipality, HOA, utility, ctc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership
❑ Federal ® Statc/County ❑ Municipal
3. Signature authority's name: Stephanie Briny per 15A NCAC 02-f .010
Title: POTW Director
4. Applicant's mailing address: 5926.Highway 55 East
City: Durham State: NC Zip: 27713-
5. Applicant's contact information:
Phone number: [phone] Email Address: sbrixeytwdconc.gov
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
NC Dept of Environmental Quality
SEP 2 5 2919
Raleigh Regional Office
L Project name: Beth a gc Village Multi-FamiI - Phase 2-6
2. Application/Project status: ❑ Proposed (New Permit) ®Existing Permit/Project
If a modification, provide the existing permit number: WQ0040269 and issued date: 6/18/19
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: 35.8973" Longitude:-78.8252':
5. Parcel ID (if applicable): 215781
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John C. Martin License Number: 043217
Firm: McAdams
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-
Phone number: [phone] Email Address: imartinCi4mcadnmsco.cont
IV. WASTEWATER TREATMENT FACILITY (wwri.) INFORMATION:
I. Facility Name: Triangle WWTP Permit Number: NC 0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMMATION (if different than WWTF):
L Permit Number(s): WQ0040268 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable)- WQCS00038
Owner Name(s): Durham County
9
APatnotlAL. 00
OF sew6R >rLaw
INIUA010 tM rW1I
MUDIFIcATt•N
FORM: FFA 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 Developer's Operational Agreement FORM! Dk V been attached?
❑ Yes ®No ❑N'A
3. If the Applicant is a Home/ Propc� O►vncrs' Association has an O erational A �rcemcnt (f O1tN1: I fOA) 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 i denial I veterinary facilities ❑ Swimming Pool /Clubhouse
Food and drink facilities ❑ Church K Swimming Pool+Filter Backwash
❑ Businesses / offices / factories ❑ Nursing I come ❑ Other (Explain in Attachment)
5. Nature of wastcwater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
L - Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a (low reduction been approved under 15A NCAC 02T .0114(09 ❑ Yes ® No }aka vM
L If yes. provide a copy of flow reduction apornyal letter Jo"ti
7. Summarize wastewater generated by project:
Establishment Type (see U2T.01140
Daily Design Flow e,b
No. of Units
Flow
I & 2 Bedroom Units
240 gal/unit
540
129,600 GPD
gal/unit
GPD
Fitness Center (3,437 so
0.5 gal/sf
1
1,719 GPD
Restaurant (4,781 so
0.5 gal/sf
1
2,391 GPD
Retail (4,895 so
0.1 gal/sf
1
490 GPD
Pool (3,445 sf r 15 sf per user — 230 users)
10 gal/user
230
2,297 GPD
Total
136.495 GPD
a See 15A NCAC 02'r .01 14(b). {d (e)(1) and (c)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in (i_S_42A.4).
b Per 15A NCAC 02 1'.0114(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- 136,495 GPD - (136,005 gpd previously R mitted GPD (per 15A 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
® Flow has already been allocated in Permit Number: W00040269 * NtdfltFie ATtoN 1NGt.1X0ES 440 GPI)
0; AVVtr19NA1. Fuow
❑ Rehabilitation or replacement of existing sewer with no new now expected 1
❑ Other (Explain).
t�
a
r,A
NORM: FT'A 04-16 Page 2 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers :
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,441,
PVC
8
67
DIP
r
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 sewer(s)
3> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
V11I. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (PtnuIR Stations/Force 1llains :
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 15A NCAC 02T .0305 h I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(I3)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
T- 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.
Y 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 multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. wrBACKS & SEPARA'TIONS T (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC- 02 I' .0305 &
D 15A NCAC 02T,0305(i) contains minimum scvarations that shall be nrovided for sewer systems:
® Yes [:]No
Setback Parameter*
Sc aration 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 1 or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), 13, SA, ORW, IIQW, 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 s stems and interceptor drains
5 feet
Any swimming pools
10 feet
36 inches
_
Final earth grade vertical
I_5A _NCAC 02T.030 contains alternatives where separations in 02-l'.0305(f} cannot be achieved.
s "Stream classifications can be identified using the Division's NC Surface _Water Classifications webpa p
3- If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
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
D As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213 .0200Y ® Yes [:]No
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> Information can be obtained from the 401_& Buffer Pennitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)f ) (additional permits. -'certifications)?
® Yes ❑ No
Per I5A 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 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
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 permitce's individual System -Wide Collection permit.
FORM: I TA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02`I', the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains latest version and the Gravity Sewer Minimum Uc;sign 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. Approval of the request is re uired prior to submittal of the last Track Application and supporting documents.
2. Professional Engineer's Certification-.
1, .SOH N C MAIVIA) attest that this application for
(Professional Engineer's name from Application Item Ill. 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. 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 Past -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 shalt 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: `01t t 1 t fill,,
�
C A R p4///
Q�•'�ESSlpN�9�'�
0.0 y,
a 043217„nf%
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i, S�lla[ Y ��¢ta.�l(�•.e.,'1O[ attest that this application for
(Signature A lhority's nam title from Application Item L3.)
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. 1 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature. cz�)kL�" pate. 9 `gyp I 19
FORM: FTA 04-16 Page 5 of 5

Bethane Villane Multi -Family - Wastewater Flow Calculations
540 1 & 2 BR apartments
3437 SF Fitness Center
4781 SF Restaurant
4895 SF Retail
3445 SF Pool (assumed all 5 feet deep or less)
Average Daily Flow from Apartments
Reference: Apartment wastewater flow is calculated using 120 gpd per bedroom per 2T Rules
However, the minimum wastewater flow is 240 gpd per dwelling unit
540 Dwelling Units 12 BR)
240 gpd per dwelling unit
129,600 gpd average daily flow
Calculate Average Daily Flow from Fitness Center
Reference: Fitness center wastewater flow is calculated using 50 gal per 100 square Feet per 2T Rules
3437 SF Fitness Center
0.5 gal per square foot
1,719 gpd average daily flow
�Calcutate Average Daily Flow from Restaurant
Reference: Restaurant wastewater flow is calculated using 50 gal per 100 square feet per 2T Rules (for carryout restaurants)
4781 SF Restaurant
0.5 gal per square foot
2,39I gpd average daily flow
Calculate Average Dally Flow from Retail
Reference: Retail wastewater flow is calculated using 100 gal per 1000 square feet per 2T Rules (stores and shopping centers)
4895 5F Retail
01 gal per square foot
490 gpd average daily flow
Average Daily Flow from Pool
Wastewater flow from pool areas is calculated using 10 gal per person per 2T Rules.
Pool user.Im-Wing is 15 square feet of water surface area per person in areas 5 ft deep or less (15A NCAC 18A.2529)
3445 SF Pool
15 Square feet of water surface per person
230 Pool User Loading
10 wastewater gallons per person per day
2,297 gpd average daily flow
Total Average Daily Wastewater Flow
Category
ADF
Apartments
129.600 gpd
Fitness Center
1,719 gpd
Restaurant
2,391 gpd
Retail
490 gpd
Pool
2,297 gpd
Total ADF
136,495 gpd

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BETHPAGE TOWN HOMES
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USGS TOPO MAP
PROJECT #: LSC-96020
DURHAM, NORTH CAROLINA

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Durham County
Project Name for which flow is being requested: Bethpage Village MultiFamily Ph. 2-6
Afore than one FTSE rnav he required for a single project if the owner of the 14 VTP is nor responsible for all pantp
stations along the route ofthe proposer! wastervaterjlow,
I. 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 #: NC0026051
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
£ Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flops are in MGD
12
1.582
4.922
0.000490
6.5045
54.20
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)
Design
Pump
Average Daily
Approx.
Station
Firm
f low**
Current Avg.
(Name or
Capacity *
(Firm / pf),
Daily Flow,
Number)
MGD
MGD
MGD
Stirru 1p ron
3,540
1.416
1.142
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.384
1.526
-0.110
* The Firm Capacity of any pump station is defined as the maximum pumped now 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 WWTP where the Available Capacity is < U.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number; WQCS00038
Page I of 6

Ill. Certification Statement:
I Stephanie Brixe 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 1 and I[ plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing OJJicial Signature
Page 2 of 6
Date

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
27.1 % and 0.384 MGD of the Available Capacity (E) in Pump Station
Stirrup Iron Creek -, and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.1 I MGD per year; and that
e. A funded Capital Project that will provide the required planned capacity, namely
IFB 18-029: Stirrup Iron Creek Lift Station is in design or under construction with
Capacity Improvements (WQ0039913)
planned completion in August 2019 ; and/or
d. The following applies:
See email chain between Kyle Mannin l Durham Count and Jason Robinson DE
concerning two 2ump failures at the station. The current firm capacity is based upon the
160 lip bypass pump being in operation with the 70 hp_pump.
Notice to Proceed issued to Carolina Civil Works on January_7, 2019. Project should be
complete by the end of October 2019 once the generator is installed.
Once the capital Rroject is completed, the firm capacity will be 6.5 MGD.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing 00cial Signature
Page 3 of 6
FTSI 04-16

The John R. McAdams
Company, Inc.
Raleigh 7 Ourham. NC
2905 Meridian Parkway
purliam. North Carolina 27713
(919)36t•5000
Charlotte, NC
11301 Carmel Cammons Blvd,
5ude III
Chadollr. North Carolina 28226
J704) 527.0800
McADAM(,jDept
of Environmental Quality
September 3, 2019
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Bethpage Village Multifamily — Phases 2-6
Durham, North Carolina
LSC-16020
SEP 2 5 2019
Raleigh Regional Office
The accompanied Fast -Track Applications (FTA 04-16) request a
modification to the current existing pen -nit WQ0040269 (attached) for the
Bethpage Village Multifamily Phase 2-6 project located off Page Road in
Durham, NC. This modification includes the additional flow associated with
a larger pool than what was previously permitted. Durham County will
remain the pennittee. The approved permit (WQ0040269) includes 2,508
linear feet of 8" gravity sewer and a flow of 136,005 gallons per day. The
requested revision will include an additional 490 gallons per day due to the
pool size increasing from 2,300 sf to 3,445 sf. The revised total flow
requested by this modification is 136,495 gallons per day.
Flow Permitted in Existing Permit (WQC0040269)
Establishment Type (see 02T.0114(f))
Design Flow
No of
Units
Flow
1 and 2 Bedroom
240
gal/unit
522
125,280
Fitness Center
0.5
gal/sf
4,763
2,382
Clubhouse
0.5
gal/sf
6,500
3,250
Restaurant
0.5 1
gal/sf
6,096
3,048
Retail
0.1
gal/sf
5,120
512
Pool (2300 sf / 15 sf/user =153 users)
10 1
gal/user
153
1,533
Total
McAdamsCo.com Designing Tomorrow's Infrastructure & Commun:t:es
GPD
GPD
GAD
GPD
GPD
GPD
GPD

'J McADAMS
NCDENR - DWR
Bethpage Village Multifamily Phases 2-6
September 3, 2019
Page 2 of 2
Previously Submitted Modification (Decrease Flow Not Permitted)
Establishment Type (see 02T.0114(f))
Design Flow
No of
Units
Flow
1 and 2 Bedroom _
Fitness Center
240
gal/unit
540
129,600
GPD
0.5
gal/sf
3,437
1,719
GPD ,
Restaurant
0.5
gal/sf
4,781
2,391
GPD
Retail
0.1
1 gal/sf
4,895
490
GPD
Pool 12300 sf / 15 sf/user = 253 users) 19.J gal/user
~
153
1,534
GPD
Total
135,733
GPD
Flow included with this Modification Request
Establishment Type (see 02T.0114(f))
Design Flow
No of
Units
Flow
1 and 2 Bedroom
Fitness Center
240
gal/unit
540
129,600
GPD
0.5
gal/sf
3,437
1,719
GPD
Restaurant
0.5
gal/sf
1 4,781
4,895
230
2,391
490
2,297
GPD
GPD
GPD
Retail
0.1
_
gal/sf
Pool (3445 sf / 15 sf/user = 230 users) 1
10
gal/user
Total
136,495
GPD
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
C/4g_c' 7y
John C. Martin, RE
Technical Manager, Engineering Services
1.5C-16020

JMCADAIVMS
Date: September 24, 2019
To: NCDENR Division of Water Resources
1628 Mail Service Center
Raleigh, North Carolina 27699
919-791-4200
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
❑ Plans ❑ Prints
LETTER OF TRANSMITTAL
FEDERAL EXPRESS
Re: Bethpage Village Multifamily / Phases 2-6
Job ##: LSC-16020
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
2
Original/Copy
Signed FTA 04-16 Package for Public Sewer
1
Check
$480 for application fee for public permit modification
NC Dept of Environmental Quality
SEP Z S ZU19
Transmitted as checked below: Raleigh Regional Office
® For approval ❑ For review + comment
❑ For your use ❑ Other
❑ As requested ❑ Other
Remarks:
Copy to: _ _ Signature: dot 6 1?46ztt�
Jo Martin, PE / and
T chnical Manager, Residential
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000