WQ0040873_Application (FTSE)_20190405

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Diviston of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: _ 0 U 4 05_7 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name: Islamic Association of Raleigh (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: Dr. A.G. Chaudhry per 15A NCAC 02T_.0106 b
Title: Authorized_ Agent
4.
Applicant's mailing address: 808 Atwater Street
c
City: Raleigh State: NC Zip: 27607-.
Cr-,
5.
Applicant's contact information:
o
Phone number: 9( 19) 796-5840 Email Address: achaudhrymd aegmail.com
o
IL PROJECT INFORMATION:
I.
Project name: TMC Page Road, An IAR Project
Q
.�
2.
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
A
If a modification, provide the existing permit number: WQ00 and issued date:
x
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: 35.9066800 Longitude:-78.820120'
5.
Parcel ID (if applicable): 157703
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Dmigy Shklovsky License Number: 023717
Firm:
Mailing address: 4 Dartmoor Dr
City: Manalapan State: NJ
Phone number: 704 497-0081
Zip: 07726-
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Waste Water_ Treatment Plant Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) if a licab�: WQCS00038
Owner Name(s): Durham County
FORM: FTA 04-16 Pagel of 5

Vl. 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 Developer's Operational Agreement (FORM-_D.. FV1 been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a Home.'Propercy Owners' Association, has an Operational Agreement (FORA: HOA] 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 I preschool I day care ❑ Medical I dental I veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ® Church ❑ Swimming Pool/Filter Backwash
❑ Businesses 1 offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial 100 % Commercial
_ % Industrial (See I5A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15.E NCAC 02T .01 14(? ❑ Yes ® No
If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'-'
No. of Units
Flow
Church/School
928 gat/day
1
928 GPD
gall
GAD
gal/
GPD
gal/
GPD
gall
GPD
gau
GPD
Total
928 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) andiej(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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I A NCAC 02T.01 L4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 928 GPD (per ISA NCAC 02T .01
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 04-16 Page 2 of 5

Vil. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
552
PVC (Sched. 40)
6
20
PVC (Sched. 40)
D Section Il & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y 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 (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LS 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.906680' Longitude:-78.820120"
3. Design flow of the pump station: .00525 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 88 gallons per minute at 57.15 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
1040
PVC(Sched 80)
6. Power reliability in accordance with 15A N� AC 02T .0305(hi(1):
❑ Standby power source or pump with 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 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.
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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® 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-1 waters of Class 1 or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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
Top slope of embankment or cuts of 2 feet or more vertical hei t
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(c) contains alternatives where separations in 02T.0305(0 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Ejurface WagrClassifications _webpage
➢ if noncompliance with 02T.0305(f) or (gj. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
➢ 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 15A NCAC 02B .0200? ❑ Yes ❑ No ® NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
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 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(1 6) (additional permits/certifications)? ® Yes []No
Per 15A NCAC 02T.0I05(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 I A NQAC 02T_0442, "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 ❑ NIA
➢ 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

FORM: FTA 04-16 Page 5 of 5
3L CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T. the Minimum resign Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the GraviV Sewer Minimum De i riterria latest version),as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative 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 Engineer's Certification:
I, DMITRYSHKLOVSKY attest that this application for
(Professional Engineer's name from Application Item Ell. 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 143 215.613, 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.
,11%q o u.u.ott
North Carolina Professional Engineer's seal, signature, and date:do
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April2,2019 p:
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
L ABDUL 6 CHAUDHRY, Chair, SOD Islaink Association of Raleigh attest that this application for
(Signature Authority's name & 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 allrequired 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 143-215.613. 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: April2, 2019
FORM: FTA 04-16 Page 5 of 5

2
ICIP V7
DepartmerA of T
ISMTH BeervABxY CA state
CAROLINA
To all whom these presents shall. come, Greeting:
1, Rufus L. Edmisten, Secretary of State of the State
of North Carolina, do hereby certify the following and
hereto attached 4 sheets) to be a true copy of
A'RTICLES OF INCORPORATUGN
C" OF
18DA&M-C -ASSOCTAMION OF PLAIMIGH
and -the probates thereon, the original of which wtu
in this office -on the a3th day of march, 1989
after having been found' to eonform to law.
In Witness Whereof, I have hereunto set r�.
and affixed my of.. sia I seal.
Done in Offlaeo. -at Raleigh, this
-1-7th tig _ y
Of March -in the Year of, our Lord' nag -
SCaW_&W_Y*Sk"
SMIAgNno� -M&A
J.'s 2j3j!?Ie
-6. — I.. - F MI
U314.
'd 4 j Uyli-rw

CERTIFICATION
I Dr. Mohammed Elgamal being duly elected Chairperson of Islamic Association of Raleigh hereby
certify that:
After proper notice, Shum of Islamic Association of Raleigh met on May 14, 2017 and quorum being
present according to its Constitution and Bylaws, duly adopted a resolution to authorize Abdul G.
Chaudhry, to have signatory authority and carry out all matters related to TMC Page Road project, located
at 3104 Page Road, Durham, NC, on behalf of Islamic association of Raleigh.
Dr. Mohammed Elgamal
Chairperson of Islamic Association of Raleigh
Date: May 15,2017

UOUPd 8-73
Dmitry Shklovsky, P.E.
4 Dartmoore Drive, Manalapan, NJ 00726
Cellphone: 704-532-5632; Fax: [phone]
[e-mail]
COVER LETTER WITH FTA 04-16
�"obe .ato fE .
�vro��enral
APR
�a1�3gb ?019
Regional
Ofrice
Project Name: TMC Page Road, An IAR Project, 3104 Page Road, Durham, NC 27707
Applicant: Islamic Association of Raleigh, 808 Atwater Street, Raleigh, NC 27607
Applicant's Rep: Dr. A. G. Chaudhry, Tel: [phone]; email: [e-mail]
Project Summary
The applicant plans to build a 5,160 SF worship center at their site in Durham, with provision for a Sunday School classroom,
with an assembly space of 1,652 Square feet, accommodating 236 worshippers (@3 GPD, 708 GPD), as well as a classroom
that will accommodate 21 students plus one teacher (@10 GPD, 220 GPD). The calculated total load of 928 GPD with peak
factor of 2.5 is 2400 GPD. This effluent is intended to discharge into a Durham County maintained sewer system.
Due to the topography of the site and the location of the building close to Page Road, the sewer line has two types of effluent
flow. The first 552 feet is through a 6" PVC pipe with gravity flow passing through one cleanout and two manholes and
discharge to a lift station, and a 2" PVC Schedule 80 force main that is 1,020 feet discharges into a Cleanout 10 feet from
property, from where a 6" PVC pipe with gravity flow passes to a second Cleanout at the Property line, which then flows
through a 6" PVC pipe into Durham County maintained and operated area on Sounding Lane at Manhole No. T-16-115.
The lift station is equipped with two pumps each with 44 GPM capacity, or a total capacity of 88 GPM, pumped through a 2"
PVC Schedule 80 pipe, with one air pressure relief valve. The total dynamic head is computed to be 57.15 feet and other
related information is provided on the drawings for the lift station. A 30'-0 Private Easement is dedicated for this sewer line.
A 24 hour leak test shall be conducted with Durham County supervision before the system is put into service.
The gravity line as well as the force main maintain the required regulations traversing to the final discharge point. The
applicant requests a sewer extension permit for this sewer line, so that they may have the permit to start construction.
List of Itemized Enclosures are as Follows:
A. Original and one copy of Application duely signed and sealed by Applicant and Engineer, along with one copy of
support documents, per item B through D.
B. Cover letter, with project summary and list of documents enclosed.
C. Fee in the amount of $480/-, check in favor of NCDEQ
D. 1. Form FTA 04-16, duly signed by the Applicant and the Engineer
2. Copy of Applicant's proof of registration with the State of North Carolina
3. Certification that Applicant's representative is authorized to act on behalf of the Applicant.
4. Project Name, provided above.
5. Certification on Page 5 of the Application Form by the Applicant and the Engineer
E. Form FTSE- 04-16 Flow tracking /Acceptance and certification to be provided by Durham County.
F. 1. USGS Top Map
2. Street Map with latitude and longitude indicated on the approximate site •''�CARO[
location. .\ 't� 'SIO�•
Please contact me at the above listed telephone and email if there are any questions. ` 2 fo
023� 17
Dmitry Shklovsky, P.E. /rRy SN`H:�
I'10 1111111►11,

Robinson, Jason
From: Abdul G Chaudhry <[e-mail]>
Sent: Monday, June 17, 2019 12:21 PM
To: Robinson, Jason
Subject: RE: [External] RE: TMC Page Rd Sewer Extension Application.
Attachments: FlowTracking Form.pdf
r External arhall. Do not eliok kinks oor open,attiae rnenents.ttn less you verify. Send all susplaious email asarlAttaah entto
Hi Jason,
Attached is a scanned copy of the [low tracking form from Durham County. I'll drop off the hard copy. Please let me
know if there are any further questions. I lope to receive the permit soon.
Thanks,
AGC
From: Robinson, Jason <ja son.t. robin son@ ncde n r.gov>
Sent: Monday, May 20, 2019 9:09 AM
To: Abdul G Chaudhry <[e-mail]>
Cc:'Dmitry' <[e-mail]>;'Hashim Naqui' <[e-mail]>; Cashion, Ted
<[e-mail]>
Subject: RE: [External] RE: TMC Page Rd Sewer Extension Application.
Thank you,
The reason I asked is because grinder pumps (or similar) are required if the forcemain is less than 4" in diameter.
We should be able to issue this once we get the flow tracking sheet.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates*"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Abdul G Chaudhry <[e-mail]>
Sent: Saturday, May 18, 2019 5:22 PM
To: Robinson, Jason <[e-mail]>
Cc:'Dmitry' <dayshkl mail.com>;'Hashim Naqui' <hna ui ncdinternational.com>
Subject: [External] RE: TMC Page Rd Sewer Extension Application.

Hi Jason,
Hope you are doing well. The answer to your questions are as follows:
1. Two simplex pumps are provided (Liberty Grinder 202M or approved equal). Please see attachment.
2. Durham County had indicated that County will directly provide "The Flow Tracking / Acceptance Form &
information. i will follow up with Durham county again.
For any additional information or questions please feel free to contact me.
Thanks,
AGC
From: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Sent: Thursday, May 16, 2019 4:17 PM
To: dayshkl _ gmail.com
Cc: Cashion, Ted <ted.cashion(@ncdenr.sov>; achaudhrvmd(Gemail.com
Subject: TMC Page Rd Sewer Extension Application.
Mr. Shklovsky & Mr. Chaudhry:
We are reviewing the fast -track application for the referenced sewer extensions and have the following questions:
1. Will the Pump Station be equipped with duplex grinder pumps?
2. Instruction E requires a Flow Tracking/Acceptance Form that is to be signed by a representative of the receiving
collection system and WWTP. The cover letter states that Durham County will provide one, but one was not
included in the submittal.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E marl correspondence to and from th;s address may be subject t:) the North Carolina Public Records Law and may be disclosed to
third parties.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division Of %VxtL r Resomees Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Durham County
Project Name for which {low is being requested: TMC Page Road, An IAR Project
More titan one FTSE may be requited for a single project if the owner of the I3117P is not responsible far all pump
stations along the route of the proposed wasteivaterJlom
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 #: NCO026051
A11 flows are in MGD
c. WW"I'P facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.4047
e. WWTP facility's actual avg. flow 5.017
f Total flow for this specific request 0.000928
g. Total actual and obligated flows to the facility 7.423
h. Percent of permitted flow used 61.86
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 :' pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
now
Capacity"'
Stitruplron
3.540
1.416
1.142
0.384
1.526
-0.110
* 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 senice.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pl) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the Ni'WTP where the Available Capacity is < 0.
Downstream Iacility Name (Sewer): Durham County Sewer
Downstream Permit Number: W CS00038
Pagel of 6
FTSE 04-16

III. Certification Statement:
I Stephanie Brixey 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 wastewater flow.
Signing Official Signature
4
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
28.6 % 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
0.11 MGD per year; and that
c. 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 Manning (Durham County) and Jason Robinson (DEQ)
concerning two pump failures at the station. The current firm capacity is based upon the
160 hp bypass pump being in operation with the 70 hp pump.
_Notice to Proceed issued to Carolina Civil Works on January 7, 2019. Substantial
completion required by September 29, 2019.
Once the capital project 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-
21 5.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
U 11--� 11q
Signing t7jficial Signature A Date
Page 3 of 6
FTSE 04-16

Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit M Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributaa to the WWTP MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their flow records, to the best of their ability, so it is known how much flow has been
obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual av;a. flow. MGD: Previous 12 month average.
f. Total flow for this gpecific reguest, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g 1 c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d.=0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0,515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Chirichella 11, Vincent J.
From:
Manning, Kyle F_
Sent:
Wednesday, June 20, 2018 7:45 AM
To:
Robinson, Jason
Cc:
Cashion, Ted
Subject:
RE: [External] FTSE Question for Stirrup Iron - Durham County
Jason,
I do not have a firm date yet on the 200 HP pumps. The bids are due on 6/28. The contractor will have 240 days from the
notice to proceed to reach substantial completion. So, we are looking at 8 —10 months out before the two additional
pumps are installed and operational. The pumps have a lead time of about 6 months.
As for the timeline with the upcoming projects, I'm unsure. I will have to check with the developers. I'll make sure to
include a letter outlining the situation for all sewer extension permits tributary to the Stirrup Iron Pump Station.
Thanks,
Kyle Manning, PE I Senior Project Manager
MoDURHAf4 COUNTY
Erl Jil to efif Sg and
5926 Highway 55 East
Durham, North Carolina 27713
Office: (919) $60-9039 1 Cell [phone] 1 Fax [phone]
From: Robinson, Jason(mailto:[e-mail]]
Sent: Tuesday, June 19, 2018 3:31 PM
To: Manning, Kyle F. <[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: RE: [External] FTSE Question for Stirrup Iron - Durham County
Hi Kyle,
Yes, the Firm Capacity should be the pump capacity with the largest pump out of service, including the bypass pump.
And whether the available capacity is positive or negative on the FTSEr the "Planning Assessment Addendum" on the
FTSE should be completed since this situation is in in flux. The situation should also be mentioned in the narrative for the
project.
Do you know when the two additional 200 HP pump be installed? Would it be before a newly permitted project would
be built and be put into service?
Thanks,
Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919.791-4200
E-mail correspondence to and from this address may be subleet to the North Carolina Public Records Low and may be disclosed to
third parties,
From: Manning, Kyle F. mailto:kmannin dconc. ov
Sent: Monday, June 18, 201812:42 PM
To: Robinson, Jason <[e-mail]>
Subject: [External] FTSE Question for Stirrup Iron - Durham County
Jason,
I was curious on how to handle FTSE permitting associated with Stirrup Iron Pump Station going forward as the number
and type of pumps have changed due to the failure of both 200 HP pumps.
In a week or two, we will receive one of the 200 HP pumps back from the repair shop. The other 200 HP pump is not
repairable. After the 200 HP pump is reinstalled, we will have keep an additional submersible bypass pump onsite to
maintain redundancy. Based on drawdowns, the submersible bypass pump pumps at a rate less than the 200 HP pump
(I'm waiting to get a confirmed number from our maintenance staff).
Would the Firm Capacity be the capacity with the largest pump out of service? Is this ok even with the bypass pump?
In the event it shows that we have negative capacity at the station, will it be ok to submit FTSE applications showing the
negative number as we are in the process of adding two additional 200 HP pumps (WQ0039913)? i.e. Will they be
approved, even if conditional?
Thanks,
Kyle Manning, PE I Senior Project Manager
Wo
IaURHAM COUNTY
EngJaneering and
Environmental Services
5926 Highway 55 East
Durham, North Carolina 27713
Office: [phone] 1 Cell [phone] 1 Fax [phone]