WQ0035135_Application (FTSE)_20230728

N V 5
To: NCDEQ DWR
From: Jamie Powless, NV5
Re: Jewish Community Center Expansion Sanitary Sewer Permitting Cover Letter
Date: June 8, 2023
The enclosed application is a modification of the existing United Therapeutics Athletic Complex
Permit # WQ0035135 issued on December 13, 2010. The original permit was for gravity sewer,
pump station and force main to service a community center. The community center will remain in
operation and a new childcare facility will be built nearby. A portion of the existing force main will
be relocated to make room for the new building. The daily sewer flow of the existing building will
not change but the new daycare facility will add 625 GPD for a total of 5,125 GPD. A detailed
narrative with modifications is attached.
The following items are enclosed with this permit package.
• Cover Letter
• Application fee
• Fast Track Application Form FTA 06-21
• Corporate Documentation
• Site Maps
• Existing Permit w/Narrative
• Power Reliability Plan
Please contact me at [phone] or [e-mail] if you have any questions,
comments or concerns.
Sincerely,
Jamie Powless, P.E.
Site/Civil Project Manager
6750 Tryon Road I Cary, NC 27518 1 www.NV5.com I Office 919.836.4800 1 Fax [phone]
CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL

Board of Directors
JEWISH
FOR
GOOD
Wednesday, June 7, 2023
To Whom it May Concern:
Jewish for Good at the Levin Jewish Community Center owns and maintains a
portable generator and pumping unit. Associated appurtenances and personnel are
available for distribution and operation of this pump station.
Please let us know if you need any additional details regarding this.
Best wishes,
Jill Madsen, CEO
imadsen+6iewishforgood.orq
919-354-4949
At the Levin Jewish Community Center
West Cornwallis Road, Durham, North Carolina 27705
Jewishforgood.org
Serving Durham, Orange, and Chatham Counties
Bryna Rapp
President
Michael James
Vice President
Christy Brooks
Secretary
Carol Haynes
Treasurer
Eric Wittle
Past President
Ad Medoff
President Elect
Peter Ornstein
Allocations
Leah Austin
Giving
Deb Friedman
Governance
Scott Randell
Helping
Shahar Kovalsky
Israel Center
Howard Glicksman
Jewish Community
Foundation
Sue Egnoto
Living
Rose Mills
Personnel
Rabbi Matt Soffer
Rabbi
Rachel Bearman
Shula Bernard
Jacob Mapper
Lauri Klein
Alice Levinson
Amanda Maris
Ellen Pizer
Elizabeth Singer
Irene Skowronek
At -Large Directors
Jill Madsen
Chief Executive
Officer

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 021.03t, . Division policies, and ood engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in _ and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in L 5A NCAC 02'1.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item L2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
• If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item H.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a .. - . rolina
licensed Professional
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate i.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the rh Caro'_ ission's Wal,,. _ �„�, Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per AC 02T .0115(c), submit the properly executed
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 1.5A NCAC 02T .0115(b), submit the properly executed " erationaI .Agreement (FORM: DEV).
For more information, visit the Division's collection systems ?bsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

To: NCDEQ DWR
From: Jamie Powless, NV5
Re: Jewish Community Center Sanitary Sewer Permit Narrative
Date: June 8, 2023
N V 5
The project consists of the installation of new gravity sewer to serve a new daycare center and the relocation of an
existing 2" private force main for Jewish Community Center located at 1937 West Cornwallis Road in Durham, NC.
The original sewer main permit WQ0035135 was issued on December 13, 2010.
The original permit was for gravity sewer, pump station and force main to service a community center. The
community center will remain in service and a new daycare facility will be constructed nearby. The sewer force main
is being relocated to construct the new daycare building. There is no new flow associated with existing community
center. The daycare facility will add 625 GPD of flow with this permit modification for a total of 5,125 GPD.
The existing pump station and force main were analyzed to determine if they could accommodate the additional flow.
The existing pumps are capable of handling the additional flow and will continue to operate within 2-8 cycles per
hour. It was also determined that the additional dynamic head generated by the additional force main will not
adversely impact the operation of the pumps.
Below is a summary of the items being removed from the original permit and items being added.
Items Included in Original Permit
• 84 LF — 6" Gravity Sewer Pipe
• 12 GPM @ 45' TDH Pump Station
• 624 LF - 2" Force Main Pipe
Original Permit Items to be Removed
• 298 LF — 2" Force Main Pipe
Original Permit Items to Remain in Place
• 84 LF - 6" Gravity Sewer Pipe
• 12 GPM @ 45' TDH Pump Station
• 326 LF — 2" Force Main Pipe
New Items Being Added to Permit
• 51 LF — 6" Gravity Sewer Pipe
• 393 LF-2" Force Main Pipe
Items Included in Final Permit
• 135 LF — 6" Gravity Sewer Pipe
• 719 LF — 2" Force Main Pipe
Please contact me at [phone] or [e-mail] if you have any questions, comments or concerns.
�0.- 1
Sincerely, �.�°' N A Iy
Jamie Powless, P.E. 4, ®�� S
Site/Civil Project Manager QQ` .9t�
_ SEAL =�
y' . •�CIO
'�•.�`,�GdNEE� •CO
3300 Regency Parkway, Suite 100 „'����www.
2
1 Office 919.836.4800 1 Fax [phone]
CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT ENVIRONMENTAL

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Durham Chapel Hill Jewish Federation (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: Jill Madsen per 15A NCAC 02T .0106(b)
Title: CEO, Jewish For Good
4. Applicant's mailing address: 1937 W Cornwallis Rd
City: Durham State: NC Zip: 27705-
5. Applicant's contact information:
Phone number: [phone] Email Address: jmadsen@jewishfor o�g
II. PROJECT INFORMATION:
1. Project name: Jewish Community Center Expansion
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0035135 and issued date: 12-13-2010,
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: 35.9797' Longitude:-78.9555'
5. Parcel ID (if applicable): 212009 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jamie Powless License Number: 38704
Firm: NV5
Mailing address: 3300 Regency Parkway, Suite 100
City: Cary State: NC Zip: 27518-_
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Durham Wastewater Treatment Facility Permit Number: NCO047597
Owner Name: City of Durham
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00
Owner Name(s): Durham
FORM: FTA 06-21 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a )eveloper's Operational Agreement (FORM: DEy) been attached?
❑ Yes ❑ No ® 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 ® 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)
See Modification Narrative
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under �, A NCAC 02T .0114(fl? ❑ 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(t))
Daily Design Flow a b
No. of Units
Flow
Day Care
25 gal/person
25
625 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
625 GPD
a See i A_NCAC 02T .0114(b), (d)_ (e)(1) and (e)(:? 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 - ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table _ - ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 625 GPD (per 15 A \TC A C 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
84
PVC
4
51
PVC
➢ 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 (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.9797' Longitude:-78.9555'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0045 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): 38 gallons per minute (GPM) at 45 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
719
PVC
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.l.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 06-21 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(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 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.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® 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(c)(6) (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

t
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02L the Minimum Design Criteria for the Permitting of Pump Stations
+_ ) and the Gravity Sewer Minimum Design Criteria (latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and protects reauirine a variance approval may be subject to loneer
review times. For projects resuirina two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
I, Jamie Powless , attest that this application for _Durham Chapel Hill Jewish Federation
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item II.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 ), and the fnimum Design Criteria for the Fast -Track Permitting
f PonlR C+"� ", ",, 'I T'"', "-1riin 1>,ro�i 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)
North Carolina Professional Engineer's seal, signature, and date:
• 02 `2
SEAL
co 4
� ����
.. •• • i
s / 2
` ,'�'�4a �` • P �... a?���``.......� 20 Z J
Applicant's Certification per 15A NCAC 02T .0106(b):
I, % S, attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Applicatiofi�ltem I.1)
dbW1sM eV -o
attest that this application has been reviewed by me and is accurate and complete to the best o my knowl ge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6, and 143-215.6B, 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.
V
Signature: Date: /eve'l
FORM: FTA 06-21 Page 5 of 5

• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
DURHAM-CHAPEL HILL JEWISH FEDERATION
Information
Sosld: 0458136
Status: Current -Active O
Date Formed: 5/4/1998
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: Madsen, Jill
Addresses
Mailing
1937 W. Cornwallis Road
Durham, NC 27705
Reg Mailing
1937 W. Cornwallis Road
Durham, NC 27705
Officers
Principal Office
1937 W. Cornwallis Road
Durham, NC 27705
Reg Office
1937 W. Cornwallis Road
Durham, NC 27705

State of North Carolina
D-D45813�0
Department of the Secretary of State F I L E D
93 o9i �024 �:asp
ARTICLES OF INCORPORATION MAY 0 4 1998
NONPROFIT CORPORATION EFFECTIVE
ELAINE F MARSHAil
Te
Pursuant to Section 55A-2-02 of the General Statutes of North Carolina, the undersignjR�pqARY �Wdoes
hereby submit these Articles of Incorporation for the purpose of forming a nonprofit corporation.
1. The name of the corporation is: J)V"GtlY1,
WE
2. (Check only if applicable.) The corporation is a charitable or religious corporation as defined in
N.C.G.S. Section 55A-1-40(4).
3. The street address and county of the LdaA
initial registere
d office of the corporation is:
Number and Street 3 4-o o . 'Soi-- C_ 1
City, State, Zip Code l) ur n M } jU L- d f f Of County
4. The mailing address if different froth the street address of the initial registered office is:
5. The name of the initial registered agent is:
.vt-
6. The name and address of each incorporator is as follows:
1�a,% F Martz, Presikn�
7. (Check either a or b below.)
a.-KThe corporation will have members.
b. The corporation will not have members.
8. Atthed are provisions regarding the distribution of the corporation's assets upon is dissolution.
aeta �' a�h�d , f4rfi'cle, ScvFi on �: �I ssalvion
9. Any other provisions which the corpo&Eion elects to include are attached.
10. The street address and county of the principal office of the corporation is:
Number and Street 3 40 0 LAM P"A)AIJ CA
�1 /
City, State, Zip Code bAm'N L � i fo LCountylr�am

11. The mailing address if different from the street address of the principal office is:
12. These articles will be effective upon filing, unless a later time and/or date is specified:
This is the day of ,19
;1 -IlkaA64W�
Signature of Incorporator
)�Llqc' F—M&L-Ws PCYS
Type or print Incorporator's naml and title, if any
NOTES:
1. Filing fee is $60. This document and one exact or conformed copy of these articles must be filed with the Secretary of
State. (Revised October 1997)
CORPORATIONS DIVISION 300 N. SALISBURY STREET RALEIGH, NC 27603-5909

,tion 2. Organizational and Congregational Membership
The Federation may grant Organizational membership to any Jewish organization in
Durham, Chapel Hill or their environs which has as its purpose the furthering of the
welfare of the Jewish Community. Each Organizational member shall be entitled to
name one individual to serve as its representative on the Federation Board.
b) The Federation may grant Congregational membership to any Jewish Congregation
in Durham, Chapel Hill or their environs. Each mem er s '
entitled to name one individual to serve as its representative on the Federation Ja''
Board. The Rabbi of the Congregation shall be an ex off'icio member of the
Federation Board of Directors.
c) Approval by a 2/3 vote of the Federation Board of Directors is required to grant or
rescind Organizational or Congregational membership. An Organization or
Congregation being considered for removal shall be given an opportunity for a
hearing before the Board. Notice of intent to consider removing an Organization or
Congregation shall be sent at least 10 days prior to the Board meeting.
Section 3. Nonprofit Organization
The organization is not operated for profit and no profit shall inure to the benefit of any
individual connected with the organization except in consideration for services rendered.
Section 4. Dissolution
In the event of the dissolution of the Federation, all of its then existing assets will be
distributed to organizations which qualify under the provisions of Section 501 (c) (3) of
the Internal Revenue Code of 1986 (or the corresponding provision of any future United
States Internal Revenue Law) and the provisions of the North Carolina General Statutes.
Their distribution to such organizations shall be determined by the Board of Directors of
the Federation at the time of dissolution.
ARTICLE V. BOARD OF DIRECTORS
Section 1. General Power
The full and complete management and administration of the affairs of the Federation
shall be vested in the Board of Directors. The Board of Directors may exercise all such
powers of the Federation and do all such lawful acts other than those reserved by
statute, the Articles of Incorporation, or these Bylaws to the membership of the
Federation.
Section 2. Eligibility
Jewish members of the Federation are eligible to serve on the Board of Directors. Each
member of the Board must be an Individual Member of the Federation in accordance
with Article IV, Section I.
Page 2 of 10 Prepared: 10/03/97

State of North Carolina
QWR
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Jewish for Good @ The Levin, JCC
Project Name for which flow is being requested: Jewish Community Center Expansion (Mod to WQ0035135)
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: South Durham WRF
b. WWTP Facility Permit #:
NC0047597
All flows are in MGD
c. WWTP facility's permitted flow
20
d. Estimated obligated flow not yet tributary to the
WWTP 2.109
e. WWTP facility's actual avg. flow
10.15
f. Total flow for this specific request
.000625 (625 GPD)
g. Total actual and obligated flows to the facility
12.26
h. Percent of permitted flow used
61.3%
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
Obligated,
Pump Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flow**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow Capacity***
n/a
Existing downstream sewer mains from point of project connection to SDWRF are gravity flow with sufficient capacity to
serve proposed project (to enPrate estlmatP.d 2dditional flow of 695 gpd)_
* 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): South Durham WRF (NC0047597)
Downstream Permit Number: City of Durham WQCS00005
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Robert N. Joyner, Jr., PE _ 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official
CE V
Title of Signing Official
7-28-2023
Date
Page 2 of 6
(Note: Pages 3-6 intentionally omitted.) FTSE L0-18

i d
"bt7+oil _ rd `♦R
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' r ;Fray` t+;
� rt
FORCE MAIN
PUMP
STATION!
:j %4 vier J',r;$ ciow on t, ?a,, Scli:-oI 4�
t
i t•I - =dui• ! �
4ish� hMFWFL7nI t:1 ette � _
r yt
i .1

0 58' 00.0000" W 078 ° 57' 30.0000" W 078 ° 57' 00.0000" W
pt-��,Jy�
r.0
a
CONNECTION TO °
RECEIVING SEWER �VAVIoo�bumrRo
RJd�.i
4-1
z
-pi'di a
M
BO
0
•'J I
c Decl*lion `Gra o `� Q - o
0
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BO
LO
to 01r� �'1 Q' V: o
® �• �� ca
LO
L -
�+ s r0 SCALE 1:12000
s
j,�kawy , 0.0 0.1 0.2 0.3 0.4 Miles
0 100 200 300 400 500 600 700 Yards
' 'iy y Jc ►
a
MN 9.07° W �. _,' 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Kilometers
° 58' 00.0000" W 078 ° 57' 30.0000" W 078 ° 5700.0000' W
Name: SOUTHWEST DURHAM Location: 035058' 29.3439" N, 078o57' 19.2441" W
Date: 05/11 /22 Caption: <<Type caption here.>>
Scale: 1 inch = 1,000 ft.
C Copyrioht 2916, Trimble Na-Agiftn Lhnhed

11A
NCDETR �; � i=ill
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director SarrAtnry
December 13, 2010
Susan F. Levy, Federation Operations Director
Durham Chapel Hill Jewish Federation
3622 Lyckan Parkway
Durham, NC 27707
Subject: Permit No, WQ0035135
Jewish Community Center
Wastewater Collection System Extension
Durham County
Dear Ms. Levy:
In accordance with your permit application received December 2, 2010, we are forwarding herewith
Permit No. WQ0035135 dated December 13, 2010, to the Durham Chapel Hill Jewish Federation for
the construction and operation of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is,
therefore, incorporated therein by reference.
Please pay particular attention to:
a) Permit Condition 3 that requires the wastewater collection facilities be properly
operated and maintained in accordance with 15A NCAC 02T .0403 or any
individual system -wide collection system permit issued to the Permittee, and
b) Permit Condition 6 that requires Engineering Certification prior to operation of
this collection system extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided. by
a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina, as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Durham Chapel Hill Jewish Federation for the construction and operation of:
o a
NhCarolina
,Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — - Recycled paper, contains 30% post consumer fiber

Durham Chapel Hill Jewish Federation
Page 2
December 13, 2010
• Approximately 84 linear feet of 6-inch gravity sewer, and
• A 12 GPM @ 45' TDH pump station with a minimum of duplex pumps, on -site audible and visual
high water alarms, and a portable generator receptacle with telemetry, and
• Approximately 624 linear feet of 2-inch force main
To serve a recreation center as part of the Jewish Community Center project, and the discharge of
4,500 gallons per day of collected domestic wastewater into the City of Durham's existing sewerage
system, pursuant to the application received December 2, 2010, and in conformity with 15A NCAC 02T;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other -supporting data subsequently filed -and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Durham's South
Durham Wastewater Treatment Facility, Permit number NC0047597, before being discharged to the
receiving stream. This permit shall become voidable unless the agreement between the Durham
Chapel Hill Jewish Federation and the City of .Durham --for the collection and final treatment of
wastewater is in full force and effect.
Any wastewater flow made tributary to this wastewater collection system extension
prior to completion of the Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have any questions or require any additional information regarding this permit, please contact
Barry Herzberg, Division of Water Quality, Raleigh Regional Office, at [phone], or by e-mail to
[e-mail].
Sincerely,
for Coleen H. Sullins, Ilin
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
cc: Durham County Health Department
SWP Files
Lee Bakely, PE; SEPI Engineering, 1025 Wade Avenue, Raleigh, NC 27605
Rob Joyner, Jr., PE; DPW Engineering Division, 101 City Hall Plaza, Durham, NC 27701
Central Files_

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 02L .0200 or the surface water standards in 15A NCAC 02B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.

5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 02T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A
complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Gravity sewers installed below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be
certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions
have been examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection'facilitles.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by.this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 02B .0200 and 15A NCAC 02H .0500.
11. Noncompliance Notification;
The Permittee shall verbally report to a water quality staff member at the Raleigh Regional Office,
telephone number 919-791-4200, as soon as possible, but in no case more than 24 hours or on
the next working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Initial voice mail messages or faxed information shall not be considered as the initial verbal report.
Overflows and spills occurring outside normal business hours may also be reported to the Division
of Emergency Management at telephone number [phone] or [phone]. Persons
reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
2

SSO (or the most current Division approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. The Director, Division of Water Quality, may take enforcement action for
SSO's that are required to be re orted to the Division unless it is demonstrated that:
1. The discharge was caused by severe natural conditions and there were no feasible
alternatives to the discharge; or
2. The discharge was exceptional, unintentional, temporary, and caused by factors beyond
the reasonable control of the Permittee and/or owner, and the discharge could not have
been prevented by the exercise of reasonable control.
Permit issued this the 13t` Day of December 2010.
Permit Number WQ0035136
Durham Chapel Hill Jewish Federation
Jewish Community Center
NORTH CAROLINA ENVIRONMENTAL_ MANAGEMENT COMMISSION
< ZZ, l /-- "-) /1-2 k X 1
for-Coleen H. Sullins, Director
Division of Water Quality
by authority of The Environmental Management Commission
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office

Wilson, Susan A
From: Jamie Powless <[e-mail]>
Sent: Wednesday, July 12, 2023 10:56 AM
To: Jill Madsen
Cc: Wilson, Susan A; Daniel Jencks
Subject: [External] FW: Jewish Community Center Expansion Fast Track Sewer Permit WQ0035135 MOD
Attachments: FTA-06-21-JCC Rev.pdf
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 Morning Jill,
Please see below and attached. Susan Wilson with NCDEQ has completed her review of the sewer submittal and has
some minor comments on the application. The revised pages of the application are attached. I've added notes
explaining the changes (email address, number of pumps, and state buffer rules). Please review and confirm that you
approve of the changes to the application. Feel free to call me on my cell phone if you have any questions.
Susan,
Thank you for the phone call and your help with the changes. It is very much appreciated.
Jamie Powless, PE I Land Development Senior Project Manager I NV5
3300 Regency Parkway, Suite 100 1 Cary, NC 27518 1 P: 919.858.1842 1 C: 919.452.7963
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, July 12, 2023 10:33 AM
To: Jamie Powless <[e-mail]>
Subject: Jewish Community Center Expansion Fast Track Sewer Permit WQ0035135 MOD
Jamie -
Nice to speak with you this morning. I haven't copied Jill Madsen (not positive the application has the correct email
address? If you would double check that) and forward her this clarification request.
As we discussed — there is a duplex pumping system on -site (as was originally permitted). If you would correct that in
Part VIII.3. in the application (on page 3 of 5).
The Community Center is located in the Cape Fear River Basin. If you would fill that in Part IXA. of the application and
check "yes" that it is subject to state buffer rules. This is a little confusing — it meets the rules (check "yes" that it
complies) because it is only subject to the Lake Jordan buffer rules — which it complies with.
If this is ok with Jill (and you), you may forward a corrected copy of those pages of the application directly to me and I
will replace the old ones (so we won't require new signatures).
Thank you for that thorough submittal (other than these minor issues). Email or call if you have any questions. Hopefully,
this will go quickly after you get the information back to me.

Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Emailcmreapa dance do and fmrn this address ns:u4*ctto PieNafh
Caurna J30fic Rworzfs'_ewxdma} to &fr sstl ro ihirdparfss
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Wilson, Susan A
From: Jamie Powless <[e-mail]>
Sent: Wednesday, August 2, 2023 2:24 PM
To: Wilson, Susan A
Subject: RE: [External] Re: Fast Track Sewer Application for Jewish Community Center Expansion WQ0035135
MOD - SIGNED FTSE form
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.
Hi Susan,
Can you please let me know when you think that you'll have a chance to review the complete package?
Thanks!
Jamie Powless, PE I Land Development Senior Project Manager I NV5
3300 Regency Parkway, Suite 100 1 Cary, NC 27518 1 P: 919.858.1842 1 C: 919.452.7963
From: Wilson, Susan A <[e-mail]>
Sent: Saturday, July 29, 2023 3:58 PM
To: Adcock, Laura <[e-mail]>
Cc: Jamie Powless <[e-mail]>; Bermudez, Julie <[e-mail]>
Subject: RE: [External] Re: Fast Track Sewer Application for Jewish Community Center Expansion WQ0035135 MOD -
SIGNED FTSE form
Thanks Laura — I'll do that!
From: Adcock, Laura <[e-mail]>
Sent: Friday, July 28, 2023 3:14 PM
To: Wilson, Susan A <[e-mail]>
Cc: Jamie Powless <[e-mail]>; Bermudez, Julie <[e-mail]>
Subject: [External] Re: Fast Track Sewer Application for Jewish Community Center Expansion WQ0035135 MOD - SIGNED
FTSE form
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.
Hey Susan,
Attached is the FTSE-10-18 form for the subject permit. (I received an Auto Reply from Jamie, so I
thought I'd just send this directly to you to keep it moving.) If you could copy me on the email when
you send out the sewer permit, that would be great.
Let me know if you have any questions or concerns. Happy Friday!
Laura
Laura C. Adcock

Engineering Services Supervisor
Public Works Department, City of Durham
101 City Hall Plaza
Durham, NC 27701
Phone: [phone] x30251
Laura. adcockkdurhamnc. gov
www.DurhamNC.gov
og_v
Email correspondence to and from this sender is subject to the North Carolina Public Records Law and can be
disclosed to third parties.
From: Adcock, Laura <[e-mail]>
Sent: Friday, July 28, 2023 3:03 PM
To: Jamie Powless <[e-mail]>
Subject: Re: Fast Track Sewer Application for Jewish Community Center Expansion WQ0035135 MOD - SIGNED FTSE
form
Hey Jamie,
Attached is the FTSE form for you to submit to NCDEQ.
Laura
From: Wilson, Susan A <[e-mail]>
Sent: Friday, July 14, 2023 5:02 PM
To: Jamie Powless <[e-mail]>
Subject: FW: Fast Track Sewer Application for Jewish Community Center Expansion WQ0035135 MOD
Well- I can't believe I missed the Flow Tracking for Sewer Extension Application (FTSE 10-18). This will need to be signed
by the City of Durham folks — acknowledging that they can accommodate the additional flow from the daycare center
(yes, I'm sure they can but they need to sign off on it).

Did you submit this and it just got misplaced? I can't find it if so.
I'm back in the office Monday from 9-1pm if you have any questions about this (and I'II check email periodically this
weekend). I've attached the document.
Thanks!
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