WQ0043118_Application (FTSE)_20211222

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W19. %\\ O (to be completed by MR)
All items must be completed or the application will be returned
L 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
3. Signature authority's name: Stephanie Brixey per I5A NCA(' 0f1 .01060)
Title: POTW Director
4. Applicant's mailing address: 5926 Highway 55 East
City: Durham State: N Zip: 27713
Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Davis Park East - POD B (Public)
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.882144° Longitude:-78.860012'
5. Parcel ID (if applicable): 157842 (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: jmartin [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle WWTP Permit Number: NC0026051
Owner Name: Durham County
V, RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0038871
2. Downstream (Receiving) Sewer Information: 8 inch El Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
FORM: FTA 06-21
❑ Other
NC beet of EnvironmentaJ
DEC 2 Quality
? 2021
Raleigh Regional Office
fiCr'
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?
El Yes El No N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM; DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HQQ/PQA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 I5(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
® Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ 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 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14(1)? ❑ Yes ® No
➢ If yes. provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow Lb
iNo. of UnitsT
Flow
2 bedroom apartments
240 gal/day
255
61,200 GPD
3 bedroom apartments
360 gal/day
30
10,800 GPD
1
Amenity Center (Leasing Office —
Employees
Amenity Center (Fitness Center — 4,088 sf)
25 gal/employee/day
1
125 GPD
0.5 gal/sf/day
1
2,044 GPD
Sal/
i
GPD
gal/
GPD 7
Total
74,169 GPD
a See 15A1+ICA_C 02T .0114(b1 (dl. (c)(11 and fe)(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. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
B. Wastewater generated by project: 74.169 GPD (per 15A NCAC 021 .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please Indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & M DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
905
DIP
I
i_--
-
J
'
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC IPuma Station s/Furce Maine):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: • Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
L
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)( 11:
❑ Standby power source or ❑ Standby pump
➢ Must have 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 fact lty and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry;
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in I5A NCAC 021 ,0305(fl & (g)?
15A NCAC 02T.0305if1 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)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
J
2Water 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 Il impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
_ 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
➢ If noncompliance with G2T.03t)5(f) or (g), see Section X.1 of this application
*I 5A NCAC 02T.0305(le) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives arc used and provide narrative information to explain.
**Stream classifications can be identified using the Division's Nt' Surface Wsicr Ilea lions webpaipe
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non conformance.
➢ See the Division's draft senaraIion requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes D No
➢ This includes Trout Buffered Streams per l 5A NC A C 213...0102
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I5A NCAC 02T.0105(cl(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)L6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority? ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 1SA NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC.' 021, the Minirnum 1}csijtn Criteria for the Pennitting i' ] p SIatio.Os
,end f ree MainaRa y pal, and the Gravity SewerMniruom Design Criteria (latest version) as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and nroiects requiring a variance approval may be sublect to longer
review times, for nroieels regu[rine two or more variances or where the variance is determined by the Division to be a
significant portion of the nroiect, the full technical review Is required.
2. Professional Engineer's Certification:
I, John C. Martin , attest that this application for Davis Park East POD P (Public)_
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11 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,
Minimum Design Criteria for Gravity Sewers {latest versiant and the Minimum Design Criteria for the past -Track Permitti�lx
of Pump Stations and force Mains (taiest versiog). 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: `‘�\K µt C..R��ii
• SEAL :7
043217
vO
HelNes,•
'�,�//h • • .. • \t�
(r1.l.11.t.,
:214112-1
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 5� � �r i �tti , attest that this application for QV i� r 1 Ct [ }
(Signature A hority Name from Applir ion Item 1.3.) (Project Namc from Application Item 1I.1)
attest that this application 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 143-215,6 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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 121aDhaoa�
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Durham County
Project Name for which flow is being requested: Davis Park East Pod B - Public
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: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0026051
All flaws are in MGD
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
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
4.227
0.074169
6.132
51.1
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
Pump
Station
(Name or
Number)
N/A
Pump
Station
Permit
No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm . pf),
MGD
(B)
Approx.
Current
Avg. Daily
Flow, MGD
and the WWTP:
(C) (D)—(B+C) (E)—(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated
MGD Flow
Available
Capacity***
* 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: WQCS00038
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 t0O-NeNiQ ', certify to the best of my knowledge that the addition of
the volume of wastewater to b ermitted 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.
60 C-ilLkill
Signing Official Signature
(---- Q u. r - ) (vo.C_
Title of Signing rcial
Qlcoo r w 11
Date
Page2 of 6
FTSE 10-18

The John R. McAdams
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte, NC
11301 Carmel Commons8Nd
Coke 111
Charlotte North Carolina 28226
[phone]
McAdamsCo.com
V MCADAMS
December 17, 2021
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
NC Dept of Environmental Quality
DEC 2 2 2021
Raleigh Regional Office
Re: Davis Park East — Pod B — Public Sewer Permit Application
Durham, North Carolina
DDV-18010
The accompanied Fast -Track Application (FTA 04.16) includes the installation
of 905 lineal feet of public 8" DIP gravity sanitary sewer system for the
proposed Davis Park East — Pod B development located off Merrion Avenue in
Durham, NC. This project also includes the removal of 452 LF 8" sewer from
permit WQ0040504 (Davis Park Townhornes Public Permit) and removal of
329 LF 8" sewer from WQ0038871 (Davis Park Apartments Permit). The sewer
system has two sections, one that will be publicly owned and one that will be
private. The public sewer system will be owned and operated by Durham
County. The proposed development will consist of approximately 381
apartment units (285 units with the public permit), clubhouse, pool, and the
associated parking areas. The total public wastewater flow generated by this
project is 74,169 GPD. The receiving downstream sewer permit number for
this project is WQ0038871. The sewer flows to the Triangle WWTP (permit no.
NC0026051) treatment facility. The anticipated date for installation
completion for the sanitary sewer system associated with the Davis Park East
Pod B development is Spring 2022. The anticipated date for 1st effluent
discharge (certificate of occupancy) is Fall 2022.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
John C. Martin, P.E.
Technical Manager, Engineering Services
Enclosures
Designing Tomorrow's Infrastructure & Communities

ij
MCA DA M S
11.a•IlleA/MCOmpply. INC
2%1} Mrdiran Pothsr,
O 41.1/11,I 27713
pbee. 919. 31 SOW
▪ 414 301 tOR
kens., number 40113. CAW
weiv.mr.adanioacen%
DAVIS PARK EAST - POD B
AERIAL MAP
341 DAVIS DRIVE
DURHAM, NORTH CAROUNA
PLAN INFORMATION
PROJECT NO. ODV Isola
FILENAME
CHECKED BY
DRAWN BY
SCALE 1' ..F..10
DATE 06.0/1.2,1211

ail '
1. USGS, SOIL SURVEY SHEET40, DURHAM COUNTY, NORTH CAROLINA
2. LAT: 35,881428 N, LONG:-78.855744 W
MCA DAMS
NRCS SOIL SURVEY
DAVIS PARK EAST - POD B
DURHAM, NORTH CAROLINA
0 250 500
CCP Feet
1 inch = 919.149965 fee
DATE: 6/10/2019
JOB NO: DDV 18010
DRAWN BY: JFinch
" -roiee_q' - term'. ite • an •esign = es of unreynuc • 1 •• :I • T
!AC

A
0 500 1,000 2,000
Fe
1 inch -, 1,000 feet
et
DAVIS PARK EAST - POD B
USGS TOPO MAP
PROJECT #: DDV-18010
DURHAM, NORTH CAROLINA
�1rJ
McADAMs

NC Dept of Environmental Quality
MCADAMS
Date: December 22, 2021
To: NCDENR Division of Water Resources
LETTER OF TRANSMITTAL
Raleigh Regional Office
HAND DELIVER
DEC 2 2 2021
3800 Barrett Drive
Raleigh, North Carolina 27609
919 791 4200
I am sending you the following items:
❑ Drawings
❑ Specifications
❑ Plans
❑ Letter
® Submittal
O Prints
Re: Davis Park POD B — Public Sewer
Job #: DDV-18010
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
2
Original/Copy
Signed FTA 04-16 Package for Public Sewer
1
Check
$480 for application fee
Transmitted as checked below:
❑ For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
O For review + comment
❑ Other
0 Other
creating experiences through experience
Signature:
Joh artin, PE / and
TeL nical Manager, Residential
2905 Meridian Parkway, Durham, NC 27713 / 919.361.5000