WQ0040269_Application (FTSE)_20190425

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: M.44uk ret *Wbc completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Durham County (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: Stephanie Brixey per 15A NCAC 02T .0106 b
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: 9( 19) 560-9034 Email Address: sbrixey(czdconc.gov
II. PROJECT INFORMATION:
1. Project name: Bethpage Village -Multi -Family - Phase 2-6
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
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If modification, provide the existing permit number: WQ0040269 and issued date: 9i7l18
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If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Durham
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.8973' Longitude:-78.8252'
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5. Parcel ID (if applicable): 215781
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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1. Professional Engineer: John C. Martin License Number: 043217
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Firm: McAdams
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-
Phone number: (2.L9) 361-5000 Email Address: imartin(a',,mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle WWTF Permit Number: NC 0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. 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
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 ❑NiA
2. if the Applicant is a Developer of lots to be sold, has a Dev_eloket's gjyjAtional Agreement FORM: DE ) been attached?
❑ Yes ®No ❑NIA
3. If the Applicant is a Home?Property Owners' Association, has an QVerational A ent FORM: 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 1 dental i 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_] 5A NCAC 02T .OI03(20)}
'Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(11? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114
Daily Design Flow `•e
No. of Units
Flow
gal/unit
GPD
gal/unit
GPD
gaUsf
GPD
gal/sf
GPD
gal/sf
GPD
gaUsf
GPD
Total
0 GPD
a See 15A NCAC 02T .0114&, J0 e}f L a_nd lel(21 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 QS, 42A4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I 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 -flow vreviously allocated GPD (per 15A NC:AC OAT .0I 4J
t 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- WQ0040269
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain),
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1- Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,441
PVC
8
67
DIP
S- Section 11 & 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)
D 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 (Puinp 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)
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)t 1}:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r 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):
D 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(f)):
1. Does the project comply with all separations found in 15A NCAC'.' 02T .0305(f1 &
15A NCAC 02T.0305f fi contains minimum separations that shall he nrnvided fnr sewer wcremc•
® Yes ❑ No
Setback Parameter*
Separation Re uired
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 fI impounded reservoirs used as a source of drinkinS 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
To2 slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
I0 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305fg) contains alternatives where separations in Q03.0;5J) cannot be achieved.
"Stream classifications can be identified using the Division's N rface Water Classifications webi2age
If noncompliance with 02T,0305( 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
D 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
);- This would include Trout Buffered Streams per I3%A(;AC 2B4O202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Z Information can be obtained from the 401 & Buffer Permittine, Branch
5. Does project comply with 15A NCAC. 0�?T,0105. Lc)((r] (additional permitsrcertifications)?
® Yes [:]No
Per 15A INCAC 02T.MOStc),(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 Iines 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
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, a CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the N1inimum Design -Criteria for the Permitting of Pump S[aiions
and Force Mains Llatest.version and the Gravity Sewer Minimum Design Criteria (latestlmest version) as applicable?
® Yes ❑ No
If No, complete and submit the VarianceiAIternative 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.
2. Professional Engineces Certification:
attest that this application for
~ (Professional Engineer's name from Application Item I11-1.)
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 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 S 10,000, as well as civil penalties up to $25,000 per violation.
_........ ............... .... ...................,
North Carolina Professional Engineer's seal, signature, and date: CARO���/
Off" OF eS S Ip
ZL SEAL
043217
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if prrn t.t.E ��......... .....
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's Arfic & title from Application Item I.3.)
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 143-215A , 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 $ I0,000 as well as civil penalties up to $25,000 per violation.
Signature; 1A 1AA Date: 4 I IQ(),
FORM: FTA 04-16 Page 5 of 5

PR[7_Ib.[:T AN
:1:11:1VAMMr•
i

'J McADAIAS
April 24, 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
I LSC-16020
The accompanied Fast -Track Applications (FTA 04-16) request a
modification to the current existing permit (WQC0040269) for the Bethpage
Village Multifamily Phase 2-6 project located off Page Road in Durham, NC
to convert a portion of the previously permitted public sanitary sewer
(Durham County is permittee) to private sanitary sewer (permitted by LC
Brier Creek, LC). As such there are 2 Fast -Track Applications (FTA 04-16)
attached — one application is for a modification to the existing permit for the
public sewer to be owned/operated by Durham County and one application for
the private sewer to be owned/operated by LC Brier Creek, LLC. The total
linear footage of 8" sanitary sewer in the existing permit is 4,249 linear feet.
This modification request will result in the 2 separate permits summarized
below:
Public Permit modification of existing permit)
• 2,508 linear feet of 8" sanitary sewer (4,249 permitted under
WQC0040269)
Private Permit (new permit)
• 2,132 linear feet of 8" sanitary sewer (includes additional 39I linear
feet)
This modification request will also result in an overall increase in the total
The John R. McAdams linear footage of 8" sanitary sewer of 391 linear feet and a modification of the
Company, Inc. composition of wastewater flow as described below. Note the total wastewater
flow reduces 272 GPD but this application is not requesting modification of
Raleigh l Durham, NC the total wastewater flow in the existing permit but rather is documenting the
2905 Meridian Parkway deviation in the origin of the wastewater flow.
Durham, North Carolina 27713
[phone]
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlolle North Carolina 28226
[phone]
MCAdamsCo.com Designing Tomorrow's Infrastructure & Communities

'J McADAMS
NCDENR - DWR
Bethpage Village Multifamily Phases 2-6
April 24, 2019
Page 2 of 2
Flow Permitted in Existing Permit W C0040269
Establishment Type (see 021.01140
Dally Design Flow "`'
,No. of Units
Flogs
1 Bedroom Units
240 galrunit
210
50400 GPD
2 Bedroom Units
240 gal;unit
312
74880 GPD
Fitne-zs Center
0.5 galtsf
4763
2382 GPD
Clubhouse
0.5 gal(sf
6500
3250 GPD
Restaurant
0.5 gat!sf
6096
3048 GPD
Retail J512 gpd) and Pool (1.533 gpo)
0.1 gal'sf
n'a
2045 GPD
And
136.005 GPD
Flow in this Modification Reauest
Establishment Type (see 02T.0114 f})
Daily Design Row yn
No. of Units Flom
gal; unit
GPD
i 2 Bedroom Units 240 garunit
Fitness Center M gal.`sf
Restaurant T Y 0-5 gal-`sf
Retail 0.1 gal:sf ---
Pool gals -
540
129.600 GPD
3.437
1.719 GPD
4.781
2.391 GPD
4.895
490 GPD
2.300
1.533 GPD
Told13?.733
GPD
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
C'�- G
John C. Martin, P.E.
Technical Manager, Engineering Services
L5C-16020

Robinson, Jason
From: Chirichella ll, Vincent J. <[e-mail]>
Sent: Monday, June 10, 2019 9:34 AM
To: Robinson, Jason
Cc: Brixey, Stephanie; Martin, John; Cashion, Ted
Subject: [External] RE: Bethpage Village Multi -Family - Phases 2-6
RMOnIDW email Do not dick links or open attachrrmen� np less you verify. Send all suspicious email as an attaeErment to
__]
s am v
Good morning Jason,
Please associate the flow with the public line for this project. Thanks.
Vincent Chirichella, PE
SR. PROJECT MANAGER
EOJURNAM c..vtJNTY
Eny3 nc.-rr rri ryrc;
Environn,t:'ital C, r, c -
5926 Highway 55 East
Durham, North Carolina 27713
Office: [phone] 1 Fax: [phone]
Email: [e-mail]
From: Brixey, Stephanie
Sent: Friday, June 7, 2019 4:56 PM
To: Chirichella II, Vincent J. <[e-mail]>
Subject: Fwd: Bethpage Village Multi -Family - Phases 2-6
Sent from my iPhone
Begin forwarded message:
From: "Robinson, Jason" <iason.t.robin [e-mail]>
Date: June 7, 2019 at 2:47:24 PM EDT
To: "Martin, John" <imartin2mcadamsco.com>, "Brixey, Stephanie ([e-mail]"
<sbrixe dconc. ov>
Cc: "Cashion, Ted" <[e-mail]>
Subject: Bethpage Village Multi -Family - Phases 2-6
John & Stephanie,
We have started review of the two applications for the referenced project: the modification of the
existing public line and a new permit for a private line.
Both applications show 0 GPD of flow. When we issue the two new permits, one of the permits will
need to include the flow, since the modified permit will completely replace the existing permit. Should

the flow be associated with the public or private line? I assume the public, since that's where it initially
was. Please confirm.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
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