WQ0043252_Application (FTSE)_20220214

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
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number. iLiALCOMa,2 j' no be comptaed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I, Applicant's name: FIB Rd Durham NC. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑Privately -Owned Public Utility
El Federal ❑ State/County ❑ Municipal ❑ Other
3_ Signature authority's name: Paul M. Thrill per 1 ,i1CA U2T ,0106f ht
Title: Manager
4. Applicant's mailing address: 901 Wabash Avgnue. Suite 300
City; Tee Haute State: IN Zip: 47807-
5. Applicant's contact information:
Phone number: [phone] Email Address: bwilliamsa,lhompsonthriil.com
I1. PROJECT INFORMATION:
1. Project name: Market Place at Ellis Crossing - Lot 8
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
if 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: Durhani
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9411' Longitude:-78.8555..
5. Parcel ID (if applicable): 230678
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Gregory Harnish License Number: 032484
Firm: Woo10 rt North Carolina. PLLC
Mailing address: 11301 Carmel Commons Blvd. Suite 300
City: Charlotte State: Zip: 28226-
Phone number: (20) 525-§284 Email Address: greg.harnishtaiwoolpett,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Triangle WWTP Permit Number: NC0026051
Owner Name: Durharn County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
t. Permit Nurnber(s): WQ0040511
Downstream (Receiving) Sewer Size: 8 inch
SysiCFn kV]d4_rAillecilon Sysicm P Flint Nt.04criSiflt_ 3ppiiCabLc1: WQCS WQ S00005
Owner Name(s): City of Durham
1...erim a.SrriaLl r (42
0
FORM: FTA 04-16 Pagc 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ON/A
2. If the Applicant is a Developer of lots to be sold, has a f evelopeC's tktcrational Agreement (FORM: IM VI been attached?
El Yes ❑No ®N/A
3. If the Applicant is allot no.Vrctt v wftcrs Aucciation, km an Operational AgrcctnciiLlFO : I1OAll been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
El School i preschool 1 day care
El Food and drink facilities
® Businesses / offices / factories
® Retail (stores, centers, malls)
® Retail with food preparation/service
® Medical 1 dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : Q,% Domestic/Commercial I00% Commercial
Q % Industrial (Sec f SA NCAC 02T,L})(1 t20i)
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 023' .01 i 4(f)? ❑ Yes
1f yes, provide a CoDY of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
['Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see f2T.011411))
Daily Design Flow ".b
No. of Units
Flow
Grocery - Lot 8
130 gal/day/1000 SF
46,791 SF
6083 GPD
Retail - Lot 8
100 gal/day/1000 SF
7,725 SF
773 GPD
Restaurant - Lot 8
50 gal/day/100 SF
5,400 SF
2,700 GPD
Retail - Lot 5
100 gaUday/1000 SF
8,000 SF
800 GPD
Restaurant - Lot 5
50 ga1/100 SF
4,000 SF
2,000 GPD
gal/
GPD
Total
12,335 GPD
a See 15A NCAC 02T ,0114tb1. (d1. tel1fl and P.el(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 G ...42A4)•
b Per I5A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 5 ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,335 GPD (per )
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-I6
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - O2T .0305 & V1DC {(►cavity Sewers
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
722
PVC
8
20
DIP
D Section II & Ill 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)--O2T-0305 & MDC' {Pump St:ttlonsiForce Mains):
COMPLETE FOR EACII PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: NIA
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 Q2,T .030.511tlt 1 is
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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

TX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1, Does the project comply with all separations found in I5A NC'AC {12T .1}305t ft & (e1
D. 15A NCAC 02T.0305t t) contains minimum searations that shall be arovided for sewer systei
Yes ❑ No
l 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)
I0 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 [I 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
I 0 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
v L5A NrAC 02.1',U305(.0 contains alternatives where separations in t,i2T_03,0Q cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC' Surf-icc Water CIttsttieaLiu ns vicinage
➢ If noncompliance with 0 F.0305[I).r 1g1. 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
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1 SA NC11C 02D .0200? ® Yes ❑ No ❑ N,A
➢ This would include Trout Duffered Streams per I5Atic AC 2D.0202.
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ®No
5. Does project comply with 1A_NCAf. 02 J',,QI05j) (additional permits/certifications)? ® Yes ❑ No
Per 15A NC'AC (1 r,0I0jfctf4 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 I SA NCAC Q2E0402, "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: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I, Does the submitted system comply with latutc,921. the Minimum Design Cri ri i for the Permitting of Pump Statiuna
and Nice Mains llrifest version), and the Gravity Sewer Minimum Design Critcaii►tilt est versiall 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 reauircdprior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification.
1, Gregory Harnish attest that this application for
(Professional Engineer's name from Application Item 111.1.)
Market Place at Ellis Crossing - Lot 8 gravity sewer extension
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. 1 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 I43-215.6A 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 Engineer's seal, signature, and date:
4
won't! t‘t•
'��
3. Applicant's Certification per I5A NCAC 02T .0106(b):
r, Paul M. Thrift Manager
attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Market Place at Ellis Crossing - Lot 8 gravity sewer extension
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 documcntation and attachments arc 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 ..15 6A and 143 215,6B, any person who knowingly makes any false
statement, represcntat' , or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to xce $ I0,000 as well as civil penalties up to $25,000 per violation.
Signature:
I]ate: O
FORM: FTA 04-16 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: Ellis Rd Durham NC, LLC
Project Name for which flow is being requested: Market Place at Ellis Crossing - Lot 8
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.
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 #: NC0026051
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.000
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
0.012335
6.239
52.0
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)
NIA
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 Available
MGD Flow 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
(pi) 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 < O.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

1II. Certification Statement:
1 1011iL r$ c i y �.. 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 11 plus all attached planning assessment addendums for which 1
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.
)h n I [ 14 jao �a
Signing Official Signature Date
Title of SIgni
Official
Page 2 of 6
FTSE 10-18

f)l%iSIoo of 4Vdter Rrsouries
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: City of Durham
Project Name for which flow is being requested:
Marketplace @ Ellis Crossing
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.
[. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit it:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
All flaws are in MCD
11. 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 Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
NO CITY OF DURHAM PUMP STATIONS INVOLVED, EXISTING DOWNSTREAM SEWER MAIN FROM
-19OnNT-OF TTR—iI�-To-POTt T-oF-TRi4NSFER--120-DI1itH*M eeuN if-M N- -S- ORAVI £Y - beW-WIl-
SUFFICIENT CAPACITY TO SERVE PROPOSED EXTENSION.
* 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 (pt) not less titan 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 < D.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Robert N. Joyner, Jr., P.E. 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 I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wa:5tewfl Pr flow.
Signing Official2C Date
Page 2 of 6
2/2/22
FTSIs 04-16

i
PUBLIC WORKS
CITY OF DURHAM
January 24, 2022
N.C. Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Sir/Madam:
Subject: Sewer Permit Application - Public & Private
MARKETPLACE @ ELLIS CROSSING
0r
Please find enclosed the subject application package, which includes the original and one copy of the
public and private completed application forms (FTA 04-16) and flow acceptance letters, (form FTSE-
04/18 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.
Sincerely,
Robert N. Joyner, Jr., P.E.,
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
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WASTEWATER DESIGN CONSIDERATIONS
Shops at Ellis Crossing
Durham, NC
CALCULATE DESIGN FLOWRATE FOR GRAVITY LINE
PROPOSED LOADING
Avg Daily Peak Daily
Units Demand Per Unit Flow Peaking Flow
Description (SF) (GPD) (SF) (gpd) Factor" (gpd)
New Grocery - Lot (46811 SF) 46791 130 1000 6083 2.50 15,207
Retail Bldg 2 - Lot 8 (13125 SF Total)
Retail 7725 100 1000 773 2.50 1,931
Restaurant (specialnkan,out) 5400 50 100 2700 2.50 6,750
Retail Bldg - Lot 5 (12000 SF)
Retail 8000 100 1000 800 2.50 2,000
Restaurant tspecialnicanyout) 4000 50 100 2000 2.50 5,000
TOTAL FLOW 12,355
"TOTAL PEAK FLOW 30,888
•Peaking Factor As Determined In Commercial/Retail/Industrial Use
UNIT DEMAND FROM NC DEQ Table 15a NCAC 02t.0114 AS FOLLOWS:
A. Grocery rate of 130 GPD per 1,000 SF per the DEQ table for retail having food service
B. Retail rate of 100 GPD per 1,000 SF per the DEQ table for retail.
C. Restaurant rate is 50 GPD per 100 SF per the DEQ table for caterer, carry out restaurant and a specialty food stand. The
square footage allocated for restaurant is the maximum allowed for the lots. Actual use may vary depending upon lease
agreements. The only known "restaurant use" is a proposed Chipotle at the westerly end of the Lot 5 building.
CHECK CAPACITY OF GRAVITY SEWER SYSTEM
Qa =(1.491n)xAxRA.67xS^.5
where: Q. = Maximum Flowrate (cfs)
n = Mannings Roughness Coefficient
A = Cross Sectional Area (sf)
R - Hydraulic Radius (It)
S - Slope (filft)
Calculate Cross Sectional Area of Pipe
Dia(in)- 800
Afsf)-PIxd"2r4
A(sf)- 035
Calculate Hydraulic Radius
R( ft) - Area 1 Wetted Perimeter
R(ft) - (PI x d^2 r 4) , (P1 x el
R(ft) - 0 17
Select Variables
n - 0.012 PVC
S(tl/ft)- 0005 Minimum
(cfs) - 0.93 **or**
Qw, (gpm) -
QI~, �a (gpm)-
Therefore. 8 in diameter PVC gravity sewer is 0 K
CHECK VELOCITY:
V - (krn)(Rim '-S"
Vz• P - 2 66 fps
2.00 fps
k GE[x•ra,1bw.o•7betc11 .I111Ndum..*sn .buc,gD.L .1 al. .waaalas.. re,. 1,....121. m sa.,,n-s..0 a,n+',..W.a
416 62
21.45