WQ0040873_Application (FTSE)_20220714

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WO 00 L(D U % 3 (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
❑ Federal ❑ State..County ❑ Municipal
3. Signature authority's name: Dr. A.G. Chaudhry per 15A NCAC 02T .0I06(b)
Title: Authorized Agent
4. Applicant's mailing address: 808 Atwater Street
City: Raleigh State: NC Zip: 27607-
5. Applicant's contact information:
Phone number: 919) 796-5840 Email Address: achaudhrymdftmail.com
II. PROJECT INFORMATION:
I. Project name: TMC Page Road, An IAR Project
2. Application/Project status:
❑ Proposed (New Permit)
If a modification, provide the existing permit number: WQ0040873
❑ Privately -Owned Public Utility
❑ Other
NC Dept of Environmental Quality
�Ut_ 14 2022
Raleigh Regional Office
® Existing Permit/Project
and issued date: June 18, 2019 ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.906680 Longitude:-78.820120'
5. Parcel ID (if applicable): 157703 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Preston Royster License Number: 35003
Firm: CJT, PA
Mailing address: Ill West Main Street
City: Durham State: NC Zip: 27701-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NC0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0038667
2. Downstream (Receiving) Sewer information: 8 inch El Gravity ] Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No Z 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 El No ®N.•A
3. If the Applicant is a Home/Property Owners' Association, has an I iOA_POA Operational Agreement LFOR.M: DOA) and
supplementary documentation as required by 15A NCAC 02T.0I I5(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
® School ! preschool / day care ❑ Medical / dental i veterinary facilities
❑ Food and drink facilities ® Church
❑ Businesses ?' offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic 0 % Commercial 0 % Industrial (See ] 5 A NCAC 02T .0103001)
)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02'1 .01 l4(ft? ❑ 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 10)
No. of Units
Flow
Church
708 gal;day
1
708 GPD
School
220 galiday
I
220 GPD
gal/
GPD
gal:
GPD
gal;
GPD
gal/
GPD
Total
928 GPD
a See 15A NCAC 02'1 _01 ]4(b), (d], (e)(1) and (c)(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 QS.,42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table j j NCAC 0 T.0 H4/ 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 .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
552
PVC
6
20
DIP
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: LS1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.906680 Longitude:-78.820120`
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.071 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 2.01C.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 13A NCAC 112T .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 Tess than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
® Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in Jig NCAC 02' .OSr f1& (g)?
15A NCAC 02T.0305(f} contains minimum separations that shad be provided for sewer
El Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 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 WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with O2T,0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(4 contains alternatives where separations in O T.0305.ti) 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 CCassi€ica1iorts webpage
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.0406(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N.. A
> Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B _0700? ® Yes ❑ No
> This includes Trout Buffered Streams per 1A 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(c)O (additional permits: certifications)? ® Yes ❑ No
Per 15A NCAC 02T_0105(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 06-21 Page 4 of 5

'X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desiirni Cr teria for 1139 Permitting of Pump alit t1Rlij
and Force Mains (latest version), and the Gravity Sewer Minimum Desiiai Criteria (latest version) as applicable?
®Yes No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and projects requiring a variance approval may be subject to longer
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 project, the full technical review is required.
2. Professional Engineer's Certification:
1, Preston Roister , attest that this application for TMC Page Rd. An IAR Project
(Professional Engineer's name from Application Item III.I,) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permictinst
of Pump Stations and Force Mains (latest version1. 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
statement, representation, or certification in any application
include a fine not to exceed $10,000, as well as civil penalties
information, including failure to disclose any design non-com
the North Carolina -licensed Professional Engineer to referral
and 143-215.6B, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation. Misrepresentation of the application
pliance with the applicable Rules and design criteria, may subject
to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
.�iiiill
``�kNtC I R /',
,,-�C1 ''r 55iQ• ii
_ SEAL
— 3• 003 r __
'.,,,St0N B, FRD-1` . 141Z
I, Abdul G Chaudhry , attest that this application for TMC Page Rd, An 1AR Project
(Signature Authority Name from Application Item 1.3) (Project Name from Application Item II.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 ] 43-215.(A 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:
AG Ckac brry
06/10/2022
Date:
FORM: FTA 06-21 Page 5 of 5

DWR,
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: Islamic Association of Raleigh
Project Name for which flow is being requested: TMC Page Road, 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 1.4738
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
4.0280
_prev. alloc.
5.5019
45.8
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 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 / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
StirrupIron WQ0039913 6.50 2.60 1.197 0.345 1.542 1.058
* 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
(pt) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

PROJECT NARRATIVE
TMC Page Road, An IAR Project
May 10, 2022
The TMC Page Road, An IAR project involves the construction of a worship center, a Sunday
School classroom, and an assembly space. 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.
The anticipated average daily flow for this project is 928 gallons./day.
A permit was previously approved for this project (WQ0040873) on June 18, 2019. This
included the installation of 552 feet of 6" PVC pipe with gravity flow passing through one
cleanout and two manholes. This line 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 here, 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 approved lift station is to be equipped with two pumps each with 44 GPM capacity. The
effluent is to be pumped through a 2" PVC Schedule 80 pipe, with one air pressure relief valve.
The total dynamic head (TDH) was computed to be 57.15 feet. A 30'-0 Private Easement is
dedicated for this sewer line.
As part of the Tanglewood project, a portion of the proposed force main from the lift station is to
be replaced with a gravity sewer main. The gravity main will be permitted with the Tanglewood
project. As a result of this change, the previously approved permit for the TMC Page Rd, An
IAR project must be modified.
The modifications to the previous approved project include reducing the length of the force main
from 1,020 ft to 478 ft. The force main will discharge to 20 feet of 6" DIP service lateral that
will drain into the proposed gravity outfall that is part of the Tanglewood project on the TMC
Page Rd site. In addition to the reduction in the length of force main required, the previously
shown air relief valve is also no longer required. As a result of the decreased force main length,
the pumping characteristics change slightly. Instead of a pumping rate of 44 gpm, the pumping
rate will increase to 49.3 gpm. The TDH will be reduced from 57.15 ft to 42.3 ft. Even with the
increased pumping rate, the operation of the lift station is still at an acceptable operating point on
the system curve and the cycle times in the station are acceptable. The lift station, force main,
and upstream gravity system will remain private and on the TMC Page Rd site. The downstream
6" service from the force main to the new gravity outfall will be located within a Durham County
sanitary sewer easement.