WQ0040873_Application (FTSE)_20240812

NC Department of Environmental Quality
June 25 2024
Raleigh Regional Office
COVER LETTER WITH FTA 10-23
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]
WQ0040873 MOD Additional Info Rec. August 12, 2024
Project Summary
The TMC Page Road,An IAR project involves the construction of school classrooms and an assembly space for worship.
The site is located at 3104 Page Road, south of its intersection with Globe Rd within the City limits for the City of
Durham in Durham County.
A permit was previously approved for this project(WQ0040873) on August 22,2022. This proposed installation of 572
feet of 6" PVC pipe with gravity flow passing through one clean out and two manholes. This line discharges into a lift
station and a 2"force main 478 LF discharging into MH-3. From here, it flows by gravity through a 6"PVC pipe into
Durham County maintained and operated Manhole No. T-16-115 on Sounding Lane.
The approved lift station is equipped with two duplex grinder pumps,each with 44 GPM capacity, on site audible and
visual highwater alarms,telemetry and a portable generator receptacle with telemetry. The effluent is to be pumped
through a 2"PVC, Schedule 80 pipe. A 30 feet private easement is dedicated for this sewer line until it connects to the
MH-3 installed by another project. From thereon the sewer line has public easement. The previously calculated flow of
928 gallons per day was incorrect and flow is corrected to 1572 gallons per day. Per approved permit and new
calculations the pumping rate is 49.3 GPM and total dynamic head(TDH) is 42.3 feet and does not change.
This modification is being requested to increase average daily flow to 1572 gallons/day rather than 928 gallons/day.
The length of 6" gravity drainage is corrected to 475 feet.
Current lift station has adequate capacity to handle additional volume load.
List of Itemized Enclosures are as Follows:
Cover letter,with project summary and list of documents enclosed.
1. Form FTA 10-23.
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.
6. Aerial Location Map.
7. Map showing general location of components.
8. Enlarged snap shots of sewer components.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application NumberWQ0040873 MOD(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 ❑r Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑Federal ❑ State/County ❑Municipal ❑ Other
3. Signature authority's name: Abdul G.Chaudhry 15A NCAC 02T.0106(b)
Title: Authorized agent
4. Applicant's mailing address: 808 Atwater Street
City: Raleigh State: North Carolina Zip:27607 _
5. Applicant's contact information:
Phone number: (919) 796 -5840 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: TMC Page Road,an IAR Project
2. Application/Project status: ❑Proposed(New Permit) ©Existing Permit/Project
If a modification,provide the existing permit number: WQ0040873 and issued date: August 26,2022
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:aWeks- Durham
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.906680° Longitude:- 78 820120 o
5. Parcel ID(if applicable): 157703 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Sira]M Chohan License Number: 23478
Firm: None(solo practiotioner)
Mailing address: 5520 McNeely Drive
City: Raleigh State: NC Zip: 27612 _
Phone number: (9l9) 749 -9481 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 0039913
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS 00038
Owner Name(s): Durham County
FORM: FTA 10-23 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?
❑Yes [:]No F11 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 N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes ❑No R N/A
4. Origin of wastewater:(check all that apply):
❑ Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑Car Wash
❑ Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
® School/preschool/day care ❑Medical/dental/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: %Domestic 100 %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? V Yes [:]No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow',' No.of Units Flow
Worshipers 3gal/day 134 402 GPD
School Employees 10 gal/day 12 120 GPD
Students 10 gal/day 105 1050GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1572 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and(e)(2) for caveats to wastewater design flow rates (i.e. 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 .0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:644 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 245 PVC
6 230 DIP
➢ 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)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA(If Applicable)_02T.0305&MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LSI
2. Approximate Coordinates(Decimal Degrees):Latitude:35.90668° Longitude:78 B2012°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: .071 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): 49.3 gallons per minute(GPM)at 42-3 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
2 478 PVC (Sch 80)
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I.b.©Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with_15A NCAC 02T.0305(h)(1):
❑ 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 facility 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 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200&15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ©Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred,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 II 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 MIL. 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 02T.0305(f)or(g),see Section X.1 of this application
*15A NCAC 02T.0305(.g)contains alternatives where separations in 02T.0305(fl cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
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 Q N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation 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: Neu- ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? Q Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
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 15A NCAC 02T.0105(cL)(additional permits/certifications)? ©Yes [:]No
Per 15A NCAC 02T.0 I 05(c)(6),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 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM:FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02 the Minimum Design Criteria for„the Permitting of.Pum Stations
and Force.Mains(latest version),and the Gravity Sewer.Minimum Design Criteria(latest version)as applicable?
XCI 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 projects requiring a variance approval may be subject to 12EM
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
1,Si raj Chohan ,attest that this application for TMC Page Road, an lAR Project
(Professional Engineer's name from Application Item Ill..l.) (Project Name from Application Item IL.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,
Minimum Desi-_ru Criteria for Gravity Sewers latest versions 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.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)
.........................................................................................
1/N1111A/g1�,
North Carolina Professional Engineer's seal,signature,and date: GAIZG�'•e
WX���,,
X SEA�
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3. Applicant's Certification per 15A NCAC 02T.0106(b): Z92A
1 A G Challdhry(Owner Representative) ,attest that this application for TMC Page Road,an IAR Project
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item It.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 1.43-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Dater ACoZ
FORM:FTA 10-23 Page 5 of 5

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TArf E OF
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NORTH Secretary
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these presents shall eome9 9
To all whom P -
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Edrriisten, Serto ` g of State of the
of North Carolina., do hereby certify the �oi'i ��ing a �
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hereto
attached { 4 sheets to be tree o
ARTICLES OF INCORPORATION
OF
e ISLAMIC ASSOCIATION OF RALEIGH
and the probates thereon, the original of which was fit d
' in this office on the 17th day of March, 1989
after having been found to conform to law-
In Witne
ss Whereof, I have hereunto set any hand
_ and axed my official seal.
Done in Office, at Raleigh, this
day
Of March
in the year of our Lord 19a ,
4
S�creurrp'o �:Ftdr' .,.
u�

CERTIFICATION
I Dr. Mohammed Elgamal being duly elected Chairperson of Islamic Association of Raleigh hereby
certify that:
After proper notice, Shura 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

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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resource, Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Islamic Association of Raleigh
Project Name for which flow is being requested: TMC Pane Rd, an IAR Project
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 flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.604
e. WWTP facility's actual avg. flow 4.389
f. Total flow for this specific request 0,000644
g. Total actual and obligated flows to the facility 6.994
h. Percent of permitted flow used 58.3
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/p fl, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Stirruplron WQ0039913 6.50 2.60 1.197 0.661 1.858 0.742
* 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: W(?CS00038
Page 1 of 6
FTSE 10-18

III. Certification Statement: JUN 2 5 2024
on (t —7t)r,�ek� certify to the best of my knowledge fbat the addrtipn pfr•.:�
the volume of wastewater to b permitted in this project has been evaluated alohig I ie r6bl to-N"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.
Signing Official Signature Date
-S � ac:hn
Title of Signnk Offficial
Page 2 of 6
FTSE 10-18

Response to comments; Red font : Explanations; Blue Fonts
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project
number in your response.
NO
2. Consultant's Firm name is missing in Section III of the FTA.
Consultant is a solo practitioner.
3. Siraj M. Chohan has a restricted status on his license. Please explain whether he is
eligible to sign and practice in FT sewer extension permitting as a consultant.
Siraj M Chohan's license allows him to sign and practice in FT sewer extension
permitting as consultant. He is restricted to be involved in structural building plans for
residential or commercial buildings.
4. You used a flow rate specific to facilities without kitchens, day care centers, or camps in
Section V1.7. Please verify the flow rates for Worshipers and Students.
There is no kitchen and flow rates used were as specified in Table 15A NCAC 02T .0114-
Wastewater Design Flow Rates. This was thoroughly reviewed by engineers with County
officials. See Email from Chirichella II dated 0130 2024 reproduced below.
The employee flow rate should follow the flow rate for Businesses, Offices, and
Factories as specified in Table 15A NCAC 02T .0114 - Wastewater Design Flow Rates.
The employees are school employees or teachers. Conclusion of discussion between
engineers and county officials was that student rate of flow, rather than Business or
Offices flow rate should be used. Lift station has adequate capacity and we will be glad
to change the calculations if so required but both State and County has to agree to a
number and not go through another cycle of County review.
5. Section V1.7 of the FTA flow request does not match with section I.f of the FTSE.
Flow rates listed in V1.7 were as approved by the County (See Email from Chirichella II
dated 0130 2024) and FTSE form was also completed by the County. Having spent 8
months to satisfy the County dictates, we are not sure how to address this issue.
6. Section V1.8 only should include new flow.
Changed to (644 GPD) new flow only.

We listed total flow because county specifically told us that V1.7 &V1.8 should match (see item
8 of email by Darner, Elyssa <[e-mail]> February 15, 2024.
7. Section V.1 of the FTA does not match with section 11. down stream sewer of the FTSE.
Section V.1 changed to WQ 0039913 to match FTSE.
Again, County asked us to specifically change V.1 to WQ 0043614. Please see email from
Darner, Elyssa <[e-mail]>Thursday,June 6, 2024
8. While backtracking this permit, I found multiple concerns as follows:
a. In 2019, this included the installation of 552 linear feet of 6" PVC gravity sewer,
20 linear feet of 6" gravity sewer, an 88 GPM pump station (2 pumps with 44
GPM capacity), and 1,040 linear feet of 2" force main for a flow of 928 GPD.
No installation was done and permit was modified in 2022 because of
Tanglewood development.
b. In 2022, a modification was requested to include another pump station with 49.3
GPM capacity 478 linear feet of 2" force main, which replaced the existing pump
station and force main. Downstream stream sewer permit WQ 0038667 was
added.
Because of Tanglewood the length of Force Main changed from 1040 LF to 478
LF and resulted in changed pump dynamics as noted. Pumps were neither added
nor changed. However, connection was now permitted via Tanglewood (later on
labelled as WQ 0043614) but further downstream sewer WQ 0038667 remained
in place as in 2019 permit and was not a new addition.
c. In 2024, another modification (current) is requested with an updated gravity
length of 475 linear feet and flow of 1,572 GPD. This flow needs further
verification as explained in question 6 & 7. WQ 0043614 was added as
downstream sewer which differs from 2022 request.
Modified permit 08/2022 called for connection via Tanglewood MH ( later on
labelled as WQ 0043614). This is not being changed in this application. Sewer
was installed as per 2022 permit but during review of as built drawings the
County determined that previously approved flow calculations were incorrect
and we were asked to file for 2024 permit modification application. The County
has approved the calculation as listed in the current permit modification
application. Reduction of Force Main length and addition of WQ 0043614 were
basis for 2022 modification and are not different from 2022 request.

9. Is any of the infrastructure currently in service?
No
10. Have you submitted any engineering certifications?
No. Advised by county to wait until current permit modification is approved.
Has the flow been established in the tributary?
NO.
I do not see any documents regarding partial or final certification.
Not submitted. Advised by county to wait until current permit modification is approved.
Are you planning to abandon any of the infrastructure that was approved in 2019 and
2022?
NO. The 2019 permit called for 1040 LF of Force Main and this was modified to 478 LF of
Force Main in 2022 permit. Construction was done according to 2022 permit. Per as
built drawings there are two changes for which permit modification is being requested:
a) Flow calculations were incorrect per county as-built review. The County has directed
us to use the calculation as listed in section V1.7 of the current permit modification
application.
b) As-built 6" gravity sewer line is now 475 LF rather than 572 LF.

11. Your map is insufficient for understanding the locations of the existing, proposed, and
abandoned gravity sewer and force main. Please submit a more detailed map in
accordance with Section F of the FTA 10-23 instructions.
Enlarged snapshots of USGS map with labels & labelled plan sheet are being included to
show existing and proposed gravity sewer and Force Main.
There is no abandoned sewer infrastructure.
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15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be
accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
Noted

Reference E-mails:
From: Chirichella II,Vincent J. <[e-mail]>
Sent:Tuesday,January 30, 2024 8:11 AM
To:Abdul G Chaudhry<[e-mail]>
Cc: 'Van Narron' <[e-mail]>; 'Salman Moazzam'
<[e-mail]>; 'Hashim Naqui' <[e-mail]>; Darner, Elyssa
<[e-mail]>
Subject: RE: Sewer Connection
AGC,
Although this project already went through a modification with NCDEQ, it is now required to submit an
additional modification. When stated in your email below regarding the 100 students registering for
classes,the number of students did not correspond to the information provided during the review
process from your Engineer of Record. As such,we reviewed the floorplans submitted through the
City/County Inspections Department to review the uses and occupancy loading approved. It was
determined the building contains a second floor that was not accounted for in the origin design. I have
summarized the original and actual flow calculations below.A revised submittal (with appropriate
applications, fees, plans, ad calculations) shall be submitted to Durham County for review and approval.
Once Durham County has approved the revision,the application will need to be submitted to NCDEQ for
modification.Thanks.
Original Submittal:
- 236 worshipers @ 3 gpd/worshiper= 708 gpd
- 21 students @ 10 gpd/student= 220 gpd
- Total daily flow=928 gpd
Actual Uses and Occupancy Load:
- 105 students @ 10 gpd/student= 1,050 gpd
- 12 employees @ 10 gpd/employee = 120 gpd
- 134 worshipers @ 3 gpd/worshiper=402 gpd
- Total daily flow= 1,572 gpd
Vincent Chirichella, PE I SR. PROJECT MANAGER
® Engineering and
97PEnvironmental Services
Utilities Division
5926 NC Highway 55 East
Durham, North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County I Utilities Division I Development
From: Darner, Elyssa <[e-mail]>
Sent:Thursday, February 15, 2024 8:06 AM
To:Abdul G Chaudhry<[e-mail]>
Subject: RE: IAR Permit Modification 1st Review

AGC—
See my responses below in red.
ELYSSA DARNER I PROJECT COORDINATOR
100 DURHAM COUNTY
Engineering and
Environmental Services
5926 Highway 55 East
Durham, North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County I Utilities Division I Development
From:Abdul G Chaudhry<[e-mail]>
Sent:Wednesday, February 14, 2024 6:26 PM
To: Darner, Elyssa <[e-mail]>
Subject: RE: IAR Permit Modification 1st Review
Good Evening,
Appreciate your response. I do have some questions and tried to call you and left message. I'll try again
tomorrow. Meanwhile I have added my answers and question to your email.
Thanks and Best Regards,
AGC
From: Darner, Elyssa <[e-mail]>
Sent: Wednesday, February 14, 2024 11:56 AM
To:Abdul G Chaudhry<[e-mail]>
Cc: Chirichella II,Vincent J. <[e-mail]>
Subject: IAR Permit Modification 1st Review
AGC—
We've reviewed the permit modification application submitted.The review comments are listed below.
In addition, I've attached the invoice for the additional system development fees.These can be paid by
check delivered to our office or online.To pay online, go to our website at www.dconc.gov/utilities and
click"Pay Online" on the right side of the page.There is a $1 transaction fee for echeck or a 2.95%fee
for debit/credit cards. If paying online be sure to select"System Development Fees"as the payment
type or the payment will be refunded and a new payment will have to be made.
Permit Modification Comments:
1. Take out the first paragraph in the cover letter about the first permit issued as it is no longer
relevant. Mention the most recent permit issuance,the linear feet, pump station, etc that was
included in that permit.Then make clear that none of that is changing with this modification.
The only requested change for this permit modification is to increase the flow.Will do.
2. Advisory: DEQ recently increase their review fees to$600. Update the amount in the cover
letter. In addition,the check that was included in the application package is made out to the
incorrect place. Ensure that is corrected to NCDEQ. OK

3. DEQ has updated their permit application.The correct form is now FTA 10-23.Transfer the
information to the correct form. OK
4. Section 1.1—Item cannot be left blank. Ok
5. Section VIA—Church should also be checked. Ok
6. Section VI.5 and VI.6—Items cannot be left blank. OK
7. Section VI.7—Table is completed incorrectly. It should list the use on the left (i.e Church),the
daily design flow per the 2T rules should be in the next column (3 gpd),the number of
worshippers in the number of units column, and the total flow for the church in the far right
column. Complete the table for all applicable uses. Will do.
8. Section VI.8—The flow listed should match the total from the table in VI.7. The Form fol{m
the fill in space specifically states, "Do not include future flows or previously permitteq
-11- tin ploy -id.. We've been told by the State that for permit modifications,they take
out the out application and put the new application in it's place so all information on the original
application should remain exactly the same except for the items that are changing with the
modification
9. Section VI11.3—Remove the additional decimal. Will do.
10. Section IX.1—Item cannot be left blank. OK
11. The maps attached do not meet the requirements listed in the application checklist.As it is a
second modification can we do without these? No. Since they throw out the old application and
replace it with the new one all items are required to be submitted. In addition,they have new
staff that review applications and the new staff are MUCH more strict about applications than
previous staff so they are requiring all permit applications follow the checklist.
12. The permit attached is the original permit which is no longer valid.The most recent permit
modification should be the permit attached. Modified permit was signed electronically and PDF
file Merger will not allow it to be combined with other documents. Can I submit it as a separate
document. Yes,that is fine.
13. Submit revised application package and all required documents (excluding the check and FTSE)
as a single PDF to our online submittal portal. Does that mean that copy of check& FTSE is not
required or these need to be submitted as a separate package?The check will need to be
submitted when you submit the complete application to the State, but we do not need a copy of
the check included.The FTSE is required to be with the application package when it gets
submitted to the State. We will complete the FTSE form for this permit modification and send to
you when we are finished reviewing the application and have no further comments.
The as-built and sewer video was just submitted for review on 2/12 so it has not yet been reviewed as
we review items in the order they are received. Let us know if you have any questions.
Thanks!
ELYSSA DARNER I PROJECT COORDINATOR
BEODURHAM COUNTY
Engineering and
Environmental Services
5926 NC Highway 55 East
Durham, North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County I Utilities Division I Development

From: Darner, Elyssa <[e-mail]>
Sent:Thursday,June 6, 2024 2:55 PM
To:Abdul G Chaudhry<[e-mail]>
Cc: Chirichella II,Vincent J. <[e-mail]>
Subject: FW:TMC Page Road Submittal
AG C—
We've completed the review of the IAR project.See below for items that must be addressed:
As-Built/Sewer Video Comments:
1. CAD as-builts were not submitted.
2. The sewer video was not submitted so all previous comments remain.
3. The forcemain does not connect directly to the manhole.Accurately show gravity connection and
cleanout(see image from Tanglewood site below). Update txt files to include gravity section after the
forcemain.
MATCH UNE r
_... .........
--
Permit Comments:
1. Section 11.2—Permit issued date is blank.
2. Section V.1—Update downstream permit number to Tanglewood's permit which is WQ0043614.
3. Section VI11.5 and VI11.6—Revise section as it is unclear which options are selected.
Once the above items are addressed,we will sign a flow tracking form for you to submit the permit modification to
the State.Once the State has issued the modified permit,you will need to send us the engineer checklist and
certification. In addition,you will need to schedule a final walkthrough with our Inspector and any issues found
during inspection must be repaired. Once all of those items have been completed,we will sign off on the as-builts.
Thanks!
ELYSSA DARNER I PROJECT COORDINATOR
BEODURHAM COUNTY
Engineering and
Environmental Services
5926 Highway 55 East
Durham, North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County Utilities Division I Development

TMC Page Rd — An IAR Project
PUMP STATION(PRIVATE) REVISED
CALCULATIONS
FOR
THE PROJECT APPROVED
WQ0040873 DATED AUGUST 22, 2022
PIN#
0758-34-19-6017
• SEq� q
CH
_r
Revised By: Siraj Chohan,PE
May 17,2024

PR(LTP.C_'C 0%11MM A R Y
The TMC Page Road, An IAR project involves the construction of a worship center, school
classrooms, and an assembly space. The site is located at 3104 Page Road, south at its
intersection with Globe Rd within the City limits of City of Durham in Durham County.
,A permit was previously approved for this project (WQ0040873) on August 22. 2022. This
included the installation of475 feet of 6' pipe with gravity flow passing through one clean-out
and two manholes. This line discharges to a lift station, and a T PVC Schedule 80 force main
that is 478 feet, discharging into MH-3. From here, a 6' PVC pipe with gravity flows through a
6' PVC pipe into Durham County maintained and operated area on Sounding Lane at Manhole
No. T-16-115.
The approved lift station is to be equipped with two pumps each with 44 GPM capacity. The
effluent is to be pumped through a T PVC Schedule 80 pipe.The total dynamic head (TDH)
was computed was 42.3 feet. A 30'-0 Private Easement isdedicated for this sewer line.
The revision to the previous approved project is to include a change in average daily flow for the
project calculated as below:
Approved Submittal:
• 236 worshipers @ 3gpd/worshiper = 708 gpd
• 21 students @ 10gpd/student 220 gpd
Total daily flow - 928 gpd
Actual Uses and Occupancy Load
• 105 students@ 10gpd/student 1050 gpd
• 12 employees@ 10 gpd/employee 120 gpd
• 134 worshiper @ 3 gpd/worshiper=402 gpd
Total daily flow - 1,572 gpd
PROJECTED FLOWS
The anticipated average daily flow for this project is 1,572 gallons/day. With a peaking factor
of4, the peak daily flow rate is calculated is 6,288 gallons/day. This translates to a pumping
rate of4.4 gallons/minute.

S
SYSTEM AND PUMP CURYES
The approved lift station includes 2 Liberty model LSG202M 2 HP grinder pumps. The pumps
are rated for a maximum pumping rate of 50 gpm and 108 ft mx head. With the approved
design,the pumping rate and total dynamic head (TDH)calculated was 49.3 gpm at 42.3 ft TDH.
With both pumps running,the pumping rate determined to be 72.8 gpm.

Flow Calculation

Sewer Lift Station Sizing-REVISED DESIGN
Worshippers 134
Daily sewage flow per seat 3 gal1seat
Average daily flow from 402 gal/day
restaurant
Students &Teachers 146 10 gal/person
Daily sewage flow per seat 1170 gal/day
Average daily flow from
restaurant 1572 gal/day
Average daily flow 1.1 gaUmin
Minimum pumping rate per 15A NCAC 02H.0219(h)(2)
4.0 X Average Daily Flow
4 X 1.1 4.4 gaUmin
Design pumping rate(1 pump) 49.3 gal/min

v
t
System Curves

Single Pump Operating-Site Pump Station-REVISED DESIGN
FM Diameter Pump Discharge Dia 2 High Point of FM 402
Length 478 1 Length 0 Level of fluid in wet well 38
Minor Loss Length 4.98 Minor Loss Length 0
Total Length 482.98 __ Total Length 0 C(initial) 14
Static Head 17 � � C(EOS) 12
Flow(gpm) Velocity DL DL Flow(gpm) Velocity DL DL TDH TDH
(FM) (FM) (FM) (FM) (Discharge) (Discharge)(Discharge) (Discharge)
(fps) Initial EOS (fps) Initial EOS Initial E.O.S.
5 0.51 0. 0.4 5 0.51 0.0 0. T7.4 17.
10 1.02 1.3 1. 10 1.021 0.0 Ox 18.3 18.
15 1.53 2.8 3.7 15 1.53 0.0 O.0 19.8 20.7
20 2.05 4.8 6.3 20 2.04 0.0 O.0 21.8 23.3
25 2.56 7.2 9.6 25 2.55 0.0 10.
24. 26.6
30 3.07 10.1 13.4 30 3.06 0.0 27.1 30.4
3 3.58 13.4 17.8 35 3.57 0.0 30. 34.8
4 _ 4.09 17.2 22.8 40 4.09 0.0 34. 39.
4 4.60 21. 28.4 45 4.60 0. 38.3 45.
5 5.11 25. 34.5 50 5.11 0.0 42.91 51.
55 5.62 30.9 41.1 55 5.62 0.0 01 47.9 58.1
60 6.14 36.3 48.3 60 6.13 0.0 O.0 53.3 65.
65 6.65 42.1 56.0 65 6.64 0.0 0.0 59.1 73.6
70 7.16 48.3 64.3 70 7.15 0.0 _ 01 65.3 81.
75 7.67 54.9 73.0 75 7.66 0.01 0. 71.9 90.0
80 8.1 61.9 82.3 8 8.17 0.0 0. 78.9 99.
85 8.69 69.2 92.0 85 8.68 0.0 0. 86.2 109.0
90 9.20 76.9 102.3 9 9.19 0.0 0. 93.9 119.3
95 9.71 85.0 113.1 95 9.70 0. ' 0. 102 130.1
100 10.23 93.5 124.3 100 10.21 0.0 0. 110. 141.3

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Two Pumps Operating-REVISED DESIGN
FM Diameter 2 Pump Discharge Dia 2 High Point of FM 40
Length 478 1 Length 0 Level of fluid in wet well 385
Minor Loss Length 4.98 Minor Loss Length 0
Total Length 482.98 Total Length 0 C(initial) 14
Static Head 17 12C
Flow(gpm) Velocity DL DL Flow(gpm) Velocity DL DL TDH TDH
(single pump) (FM) (FM) (FM) (Discharge) (Discharge)(Discharge)1(Discharge)
(fps) Initial EOS fps Initial EOS Initial E.O.S.
5 1.02 1.3 1.8 5 0.51 0.0 O.C -18.31 18.
10 2.04 4.8 6.31 10 1.02 0.0 O.0 21.81 23.3
1 1 3.06 10.1 13.4 15 1.53 0.0 0. 27.1 30.
20 4.09 17.2 22. 20 2.04 0.0 01 34.21 39.
25 5.11 25. 34.51 25 2.55 0.0 01 42.q 51.
30 6.13 36.3 48 30 3.06 0.0 0. 53. 65.
35 7.1 48.3 64.3 35 3.57 0. 0. 65. 81,
4 8.17 61.9 82.3 40 4. 0. 0. 78.9 99.
4 9.1 76.9 102. 45 4.60 0.0 0. 93.9 119.
50 10.21 93.5 124.3 50 5.11 0.0 0. 110. 141.3
55 11.23 111.5 148. 55 5662 0.0 0._ 128. 165.
60 12.26 131.0 174. 60 6.13 0.0 0. 148. 191.
65 13.28' 151.9 202.0 65 6.64 0.0 0. 168.9 219.
70 14.30 174.2 231. 70 7.15 0.0 0. 191.2 248.7
75 15. 197. 263.2 75 7.66 0.0 0. 214.9 280.2
80 16.34 223. 296.6 __ 8 8.17 0.0 0. 240.0 313.6
85 17.36 249.5 331.8 85 8.6 0.0 O.q 266.5 348.8
90 18.381 277.3 368.8 90 9.19 0.0 0.01 294.j 385.
95 19.41 306.5 407.6 951 9.701 0.0 O.Cl 323.5 424.el
100 20.43 337.0 4482 1 10.21 0.0 0. 354. 465.
105 21AB 368.8 490.51 1It
10.72 0. 0. 385.8 507.
110 22.47 402.0 534.E 1 11.23 0.0 0. 419.0 551,
115 23.49 436.4 580.41 115 11.75 0.0 O.C1 4533.4 597.
120 24.51 472.2 628.01 120 12.26 0.0 0.01 489.2 645.0
125 25.53 509.2 677.2 125 12.77 0.0 O.C1 526.2 694.
130 26.55 547.6 728.21 130 -13.281 0.0 0.01 564.51 745.
135 27.58 �587.1 780.91 135 13.791 0.9 O.q 604.1 797.
14 28.60 628.0 835.2 14.301 O.q 0.2 645.01 852.2

Revised Design
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1
Cycle and Detention Time Calculations

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CYCLE AND DETENTION TIME CALCULATIONS
Pump Station Cycle Times-Site Pump Station
Pumping Rate 44 gaUmin
gpd gpm
Revised Projected Flow 1572 1.1
Projected Flow during peak usage
Peaking Factor 4 6288 4.4
Wet well diameter 4.0 ft
Distance between on and off floats 6.0 in
Working volume 47.5 gal
Averge cycle and fill time at average daily flow(ADF)
Wetwellfilltime 52.5 min
Pump run time 1.1 min
Total cycle time 53.6 min
Cycles per hour 1.1
Averge cycle and fill time for peak period
Wet well fill time 13.1 min
Pump run time 4.4 min
Total cycle time 17.5 min
Cycles per hour 3.4
Volume of sewage pumped each cycle 47.5 gal
Volume of sewage in force main 78.0 gal

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[External] RE: TMC Page Road, an IAR Project-Additional Information Request
Abdul G Chaudhry <[e-mail]>
Mon 8/12/2024 9:39 AM
To:Pasha, Tanvir <[e-mail]>
Cc:'Salman Moazzam' <[e-mail]>;'Siraj Chohan' <[e-mail]>
8 2 attachments (2 MB)
Appl P 2 &TMC Page Rd FTSE.pdf, FlowTracking Form.pdf;
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Good Morning,
A response to your comments was sent yesterday. This is an additional response to your comments 5.
1. Section V1.7 of the FTA flow request does not match with section I.f of the FTSE.
As this modification is only for additional flow of 644 GPD, i.f of current FTSE should match Section VI.8
and not Section VI.7.
Previous FTSE for 928 GPD per 2019 permit is attached.
For flow rates to match Section VI.7 i.f in both FTSE forms needs to be combined.
Hope this answers your concerns.
Thanks,
AGC
From: Pasha, Tanvir<[e-mail]>
Sent: Friday, August 9, 2024 1:25 PM
To: [e-mail]
Cc: [e-mail]; Hall, Michael <[e-mail]>
Subject: TMC Page Road, an IAR Project_Additional Information Request
Hello Abdul and Siraj,
After reviewing the Fast Track Sewer System Extension Application for TMC Page Road, an
IAR Project, additional information is required in order to further process the application.
Please provide the following information by 9/7/24, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit
a new application and application fee in accordance with 15A NCAC 02T .0107.

[External] RE: TMC Page Road, an IAR Project-Additional Information Request
Abdul G Chaudhry <[e-mail]>
Sun 8/11/2024 7:20 PM
To:Pasha, Tanvir <[e-mail]>
Cc:'Siraj Chohan' <[e-mail]>;'Salman Moazzam' <[e-mail]>
8 1 attachments (233 KB)
Response to NC DEQ comments.docx;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Good afternoon,
Thank you very much for your e-mail. I have attached a file with response to your comments. I have changed
the entries in the application per your comments and that application is at the link:
https:Hdrive.google.com/file/d/1 jU5WigSa8GSKUW8gPP6sjUcndhGoUkq/view?usp=drive link
I and our engineer would very much like to come to your office to meet you, discuss and address these
issue and will appreciate if you can provide with a date & time as soon as possible.Alternatively, we can
talk on the phone. I can be reached @919-796-5840 anytime 24/7 at your convenience.
Please note the following:
1. Initial permit was granted based on our application in 2019. Flow rates used and permitted in that
application were per County officials. Nothing was installed.
2. 2022 modification was required because of Tanglewood development and not that we wanted to change
anything from 2019 permit. Flow rates were not questioned or changed in 2022 permit. 2022
modification did change the pump characteristics or dynamics because of change in length of Force
Main and sewerage connection was now to Tanglewood installed MH (WQ 0043614).
3. All installed sewer infrastructure is per 2022 modification. However, when as-built drawings were
submitted County decided to calculate flow rates differently than it had agreed to in 2019 and
reconfirmed in 2022. Previously it calculated the number of students that were enrolled in increments
every year of occupancy and allocated rest of the space to worshipers. Now County decide that total
capacity of the school that is to be reached in 5 years needed to be assigned to students and remainder to
worshipers upfront. We had no choice but to agree to what County was willing to accept to move
forward and get this modification application signed off by County and forwarded to NC DEQ.
4. We have been trying to meet the conflicting requirements of the County since December 2023 when
sewer installation was completed. The building is complete and ready but we cannot get water and
sewer connected over past 8 months because of issues like "what is the right way to calculate flow rate".
5. We will make any correction required but would appreciate if we can get approval (even if it is
conditional) to proceed forward without going back to the County and starting a new cycle of
reviews with County and delay the project.
Please help!
Thanks,
AGC

From: Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Sent: Friday, August 9, 2024 1:25 PM
To: [e-mail]
Cc: [e-mail]; Hall, Michael <[e-mail]>
Subject: TMC Page Road, an IAR Project_Additional Information Request
Hello Abdul and Siraj,
After reviewing the Fast Track Sewer System Extension Application for TMC Page Road, an
IAR Project, additional information is required in order to further process the application.
Please provide the following information by 9/7/24, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit
a new application and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so,_please include the DWI assigned ARPA project number
in your response.
2. Consultant's Firm name is missing in Section III of the FTA.
3. Siraj M. Chohan has a restricted status on his license. Please explain whether he is eligible to
sign and practice in FT sewer extension permitting as a consultant.
4. You used a flow rate specific to facilities without kitchens, day care centers, or camps in Section
V1.7. Please verify the flow rates for Worshipers and Students. The employee flow rate should
follow the flow rate for Businesses, Offices, and Factories as specified in Table 15A NCAC 02T
.0114 - Wastewater Design Flow Rates.
5. Section V1.7 of the FTA flow request does not match with section I.f of the FTSE.
6. Section V1.8 only should include new flow.
7. Section V.1 of the FTA does not match with section II. down stream sewer of the FTSE.
8. While backtracking this permit, I found multiple concerns as follows:
a. In 2019, this included the installation of 552 linear feet of 6" PVC gravity sewer, 20 linear
feet of 6" gravity sewer, an 88 GPM pump station (2 pumps with 44 GPM capacity), and
1,040 linear feet of 2" force main for a flow of 928 GPD.
b. In 2022, a modification was requested to include another pump station with 49.3 GPM
capacity 478 linear feet of 2" force main, which replaced the existing pump station and
force main. Downstream stream sewer permit WQ0038667 was added.

c. In 2024, another modification (current) is requested with an updated gravity length of
475 linear feet and flow of 1,572 GPD. This flow needs further verification as explained in
question 6 & 7. WQ0043614 was added as downstream sewer which differs from 2022
request.
9. Is any of the infrastructure currently in service? Have you submitted any engineering
certifications? Has the flow been established in the tributary? I do not see any documents
regarding partial or final certification. Are you planning to abandon any of the infrastructure
that was approved in 2019 and 2022?
10. Your map is insufficient for understanding the locations of the existing, proposed, and
abandoned gravity sewer and force main. Please submit a more detailed map in accordance
with Section F of the FTA 10-23 instructions.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be
accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as
of October 3, 2023 has stipulated in the 2023 House Appropriations Act, House Bill 259,
Water Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources— Raleigh Regional Office
North Carolina Department of Environmental Quality