WQ0043463_More Information Received_20221121

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0043463
Applicant/Permittee Cedar Run Capital, LLC
Email Notifications
.....................................................................................................
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Natalie Dell
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9143090071
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Perm it Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0043463
Has Current Existing permit number
Applicant/Permittee Address*
2405-F Nash Street, Wilson, NC 27896
Facility Name*
Family Dollar- Currie WWTF
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Application W00043463 Resubmittal.pdf 15.21 MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
01&%ei lokll
Submission Date 11/21/2022

v MCKIM&CREED
November 21, 2022
NCDEQ — Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Application WQ0043463: Family Dollar WWTF - Currie
Dear Ms. Plummer,
ENGINEERS
S U R V E Y 0 R S
P L A N N E R S
08721-0001
Attached is the resubmittal package for Application WQ0043463: Family Dollar WWTF in
response the additional information request issued on November 15th, 2022. Review comments
have been addressed, the plans have been revised accordingly, and additional supporting
documentation is provided. Included are the following:
• Comment Response Letter
• Revised Permit Application
• Engineering Plans & Specifications
• Pollutant Loading Calculations
• General Process Description, Operation and Maintenance Plan, Residuals
Management Plan, and Power Reliability Plan
If upon receipt and review of this resubmittal application package, you should have any
questions, comments, or concerns, please do not hesitate to contact me at your earliest
convenience. Otherwise, I look forward to your response and issuance of the requested permit.
Respectfully submitted,
8020 Tower Point Drive
McK M & CREED, Inc.
Charlotte, NC 28227 Ji yHolland, PE
704.841,2588
Fox 704.841 .2567
www,mckimcreed.com

Project: Family Dollar WWTF - Currie
Client: Cedar Run Capital
Project No. 08721-0001
Date: November 15, 2022
Subject: Responses to NCDEQ DWR Comments
NCDEQ Comments and M&C Responses:
Al. NCDEQ Comment: In response to Comment C.2 of the Additional Information Request dated
August 12, 2022, a flow reduction document from the NC Department of Health and Human Services
(NCDHHS) was provided. Unfortunately, NCDHHS Flow Reductions are only valid for below -grade
septic systems permitted under 15A NCAC 18A. The provided approval does not satisfy the requirements
of 15A NCAC 02T .0114 that applies to Non -Discharge systems permitted under 15A NCAC 02T. Please
contact Mr. Charlie Miller with NPDES Municipal Permitting ([e-mail]) for
information regarding the appropriate flow reduction approval process.
M&C Response: Please find attached the revised Permit Application - Section IV. General
Requirements Item 7.
A2. NCDEQ Comment: The response from Applied Resource Management to Comment E.1 indicated
that the unsuitable A horizon soils are to be undercut which corresponds to an excavation depth of
approximately 12-14 inches below grade. Upon removal appropriate coarse -grained sand fill material is to
be incorporated into the Bh horizon and backfilled to the existing grade. An additional layer of
appropriate coarse -grained sand fill material is to be added to an elevation approximately 24 inches above
the existing soil surface to allow for positive drainage at the site and to satisfy the requirements for the
Seasonal High Water Table (SHWT). The soil scientist identified appropriate coarse -grained sand fill
material as a C-33 or 2S concrete sand backfill material having a saturated conductivity equal to or
greater than the Bh horizons measured in situ. Unfortunately, this design requirement was not reflected in
Sheet C 103 of the Engineering Plans and Section 12000 of the Specifications and is a key aspect of the
proposed design. Please revise the engineering documents to reflect the recommendations of the soil
scientist.
M&C Response: Sheet C103 has been revised to reflect the recommendations of the soil scientist.
Approximately 12-14 inches of the A horizon will be removed below the existing grade. C33 or 2S
concrete sand is to be incorporated into the Bh horizon to a depth of approximately 4-6 inches and
is to be backfilled to the existing grade. Additional C33 or 2S concrete sand fill shall be placed to a
depth of approximately 24 inches above the existing grade. This area will be backfilled with coarse -
grained sand with a C-33 or 2S concrete sand back to the existing grade. Note 4 of the Irrigation
Field Notes on sheet GOl has been revised to reflect this design as has Section 12000 of the
Specifications.
Ft. NCDEQ Comment: See Comment A.2 regarding the Sheet C 103 profile view of the irrigation area
and proposed fill placement.
M&C Response: Refer to M&C Response to Comment A.2.
F2. NCDEQ Comment: Revised Plan Sheet M100 does not depict a screened vent or proper emergency
contact signage for the pump tanks. Please revise the plans to include these items as either a detail
drawing, note, or call -out.

M&C Response: Sheet M100 has been revised to depict a screened vent for each tank. A call -out
and a note is included on the sheet that the control panel shall include information pump tank shall
be equipped with the proper emergency signage is included in the notes for the 1,500 gallon storage
tank.
GI. NCDEQ Comment: See Comment A.2 regarding the lack of specifications for the removal of A
horizon soils within the drip irrigation mound footprint described in Section 12000.
M&C Response: Section 12000 of the Specifications has been revised to reflect the
recommendations of the soil scientist. The revised section is included in this submittal.
HI. NCDEQ Comment: The provided calculations for the pollutant loading and removal were
completed for a design flow of 208 gallons per day (GPD). The proposed facility with a flow reduction
approval will have a permitted flow of 260 GPD. Please revise the pollutant loading and removal
calculations to correspond to the requested permitted flow (currently of 260 GPD).
M&C Response: The pollutant loading and removal calculations have been revised to correspond to
the requested permitted flow (260 gpd). The revised calculations are provided in this submittal.
H2. NCDEQ Comment: The pollutant loading and removal calculations included two notes regarding
the need for a denitrification return line to the primary tank and a sodium aluminate chemical feed system.
These were not depicted on the Engineering Plans, nor were they mentioned within the Specifications.
Please provide additional information regarding these treatment components and revise the engineering
documents, as needed.
M&C Response: The notes have been revised on the pollutant loading and removal calculations so
that operational field testing is recommended to determine if carbon feed alkalinity and pH
adjustments are required for proper operation. The revised calculations are included as an
attachment to this submittal.
Kl. NCDEQ Comment: The statement "Report any line breaks or spills to the proper authorities" does
not satisfy the requirements of 15A NCAC 02T .0507(a)(4). Please provide spill control provisions that
include: response to upsets and bypasses, including control, containment, and remediation; and contact
information for plant personnel, emergency responders, and regulatory agencies.
M&C Response: The statement "Report any line breaks or spills to the proper authorities" has
been removed from the Operation and Maintenance plan.
L1. NCDEQ Comment: The provided Residuals Management Plan does not meet the requirements of
15A NCAC 02T .0508(a). Please address the following:
a. Please provide a detailed explanation as to how the residuals will be collected, handled,
processed, and stored prior to disposal, and include the evaluation of the residuals storage
requirements for the treatment facility based upon the maximum anticipated residuals production
rate to meet the requirements of 15A NCAC 02T .0508(a)(1) and .0508(a)(2).
b. The provided language indicates that the generated residuals will be disposed of using a
licensed sludge handler; however, a written commitment that satisfies 15A NCAC
02T.0508(a)(3) was not provided. Please provide a written commitment to the Permittee of a
Department -approved residuals management program accepting the residuals that demonstrates
that the approved program has adequate capacity to accept the residuals.

M&C Response: The Residuals Management Plan has been revised to include language indicating
that residuals will be stored within the tankage of the system and will be disposed of as needed to
maintain operational needs and requirements but shall be at a minimum removed once every three
years. A written commitment from Lewis Farms, a licensed sludge hauler, is included as an
attachment to this submittal.
Mt. NCDEQ Comment: The letter provided from the North Carolina Natural Heritage Program dated
October 10, 2022, identified a threatened species, Mabee's Salamander (Ambystoma mabeei), within the
one -mile radius of the project area. Pursuant to 15A NCAC 02T .0105(i), Non -Discharge permits shall
provide specific conditions to address the protection of threatened or endangered aquatic species, as
provided in plans developed pursuant to 15A NCAC 02B .0110. Please determine whether the
construction and operation of the facility directly impacts the identified aquatic species and identify site -
specific strategies to maintain or recover the water quality conditions to meet the requirements of 15A
NCAC 02B .0110, if necessary.
M&C Response: Construction will not directly impact the threatened species, Mabee's Salamander
(Ambystoma mabeea), as the project is pursuant to the 15A NCAC 02T rules and therefore
minimizes impact from the project by adhering to water quality standards.

IV. GENERAL REQUIREMENTS— 15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification
If a modification, provide the existing permit number: WQ00
2. Application fee: $810 -Standard -Minor Facility -New Permit
3. Does this project utilize public monies or lands? ❑ Yes or ® No
\N\\ GR/U , d�
pQ'�FESSIO
❑ Minor Modification - $ 4X S 1-
and most recent issuance date: ' 1
illl!
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
Dam Safety
Erosion & Sedimentation Control Plan
11/19/21
PENDE-2022-022
NCDEQ
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stormwater Management Plan
5/17/22
NCDEQ
Wetlands 401
Other:
5. What is the wastewater type? ® Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 260 GPD
Limited by: ® Treatment, ❑ Storage, ❑ Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or ❑ Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(1)? ❑ Yes or ® No
Establishment Type
Daily Design Flow'
No. of Units
Flow
Business
25 gal/day
10
250 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
250 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

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SECTION 12000 — CONSTRUCTION OF THE DRIP IRRIGATION MOUND
1.01 SITE PREPARATION i �GINE���O��
A. Place flags at the 4 corners of the fill area as designed on the Site Plan. Failure to place fill in,'fhbi
permitted area may result in the fill having to be moved or the permit revoked.
B. Do no work when the site is wet. Working on soil when wet can destroy soil structure.
C. Remove all above ground vegetation and root mat from area to be filled.
D. Remove approximately 12-14 inches of the A horizon.
E. Disk the area to be filled to depth of 6 inches to break up root mat.
1.02 PLACEMENT FILL
A. C33 or 2S concrete sand is to be incorporated into the Bh horizon to a depth of 4-6 inches and is
to be backfilled to existing grade.
B. Additional C33 or 2S concrete sand fill shall be placed to a depth of approximately 24 inches
above existing soil surface.
C. The area will be backfilled with a coarse -grained sand with a C33 or 2S concrete sand back to
existing grade. This sand material will have a saturated conductivity equal to or greater than the
Bh horizon.
D. The fill shall be tapered from the top edge of the fill to the ground surface 6 feet from the
boundary of the fill area. The top edge of fill is located 5 feet from the proposed trenches.
E. Contact Applied Resource Management for an inspection of fill after mound has been
constructed.
1.03 FINAL LANDSCAPING OF FILL SYSTEM
A. The fill must be shaped to shed surface water and shall be stabilized with grass or other suitable
cover to prevent erosion.
B. The proposed crop type to be planted, established, and maintained on the wastewater irrigation
fields is Hybrid Bermudagrass overseeded with Rescuegrass (Hay). The realistic Yield
Expectation for the proposed crop type on the applicable soil series is as follows:
REALISTIC YIELD EXPECTATIONS FOR HYBRID BERMUDAGRASS
OVERSEEDED WITH RESCUEGRASS HAY
Murville Fine Sands
Yield tons
3.5
Nitrogen Factor
46
Nitrogen Application Rate (lb/acre)
161
Crop Phosphorous Removal Rate (lb/acre)
48
Values obtained from North Carolina Nutrient Management Workgroup, 2003. Realistic yields and nitrogen application factors
for North Carolina crops. http://www.soil.ncsu.edu/nmp/nenmwg/veilds/ North Carolina State University, North Carolina
Department of Agriculture and Consumer Services, North Carolina Department of Environment and Natural Resources, Natural
Resources Conservation Service, Raleigh NC
C. Vegetation must be maintained once established. Grass must be mowed.
D. Additional fill beyond what has already been specified may be necessary to cover and landscape
around the septic tank.
E. Call Applied resource Management for inspection after landscaping has been completed. The
authorized permit allowing use of the system will be issued at the same time.
Family Dollar WWTF - Currie TS-28
Technical Specifications

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Family Dollar WWTF — Currie
General Process Description, Operation and Maintenance Plan, Residuals Management
Plan, and Power Reliability Plan
(The intent of this document is to comply with the permit requirements to provide a brief
process description, O&M plan, residuals management plan, and address emergency
power supply for the facility.)
Description
The Family Dollar WWTF is designed to serve the wastewater treatment and disposal needs for
the Family Dollar convenient store in Currie, NC. The design capacity of the WWTF is 260 GPD
The plant is designed to provide effluent quality suitable for drip irrigation disposal in
accordance with the NCDEQ Non -Discharge Wastewater Irrigation Systems permit.
The proposed WWTF includes a 1,000-gallon precast septic tank with effluent filter, 1,300
gallon recirculation tank with two parallel AX20 textile filter treatment systems, ultraviolet
disinfection, 1,500 gallon precast storage tank with effluent pump station, and drip irrigation
disposal.
General Operational Requirements
The Family Dollar WWTF will maintain certified wastewater treatment system operators to
operate, monitor, and maintain the treatment process and equipment. General operational
responsibilities include the following:
1. Comply with NCDEQ rules and regulations as defined in the permit.
2. Monitor, operate, and maintain the treatment facilities.
3. Maintain required records of treatment operations, maintenance, residuals disposal,
chemical usage, etc.
4. Perform required compliance testing in accordance with permit requirements.
5. Submit monitoring and other reports as required by NCDEQ.
6. Implement operational procedures for dealing with emergency situations.
7. Comply with safety rules and regulations.
8. Response to Upsets including control, containments and remediation- Audible and Visual
alarms shall be provided for the WWTF.
9. Report any line breaks or spills to the proper authorities. Emergency contact information
will be posted on signage at the control panel. This contact information will include
information for Plant Personnel, Emergency Responders and Regulatory Agencies —
phone numbers for all plant personnel, emergency responders and regulatory agencies
will be provided on signage.
General Operation & Maintenance Requirements and Plan
Maintenance of the wastewater treatment and disposal system generally includes the following:

1. Provide preventive maintenance of equipment as required per manufacturer's instructions
including valves and valve actuators, pumps and motors, chemical feed systems,
instrumentation and control, samplers, etc.
2. Prepare a preventive maintenance schedule, keep maintenance records updated.
3. Maintain necessary tools and supplies on -site for proper maintenance work.
4. Perform field sampling, testing, and process control activities required to optimize the
performance of the facility.
5. Repair any broken equipment or piping leaks as required.
6. Keep spare parts, piping repair equipment, etc. in inventory for emergency use and
repairs.
7. Provide for general housekeeping and grounds maintenance.
Residuals Management Plan
1. Residuals will be stored within the tankage of the system and will be disposed of as
needed to maintain operational needs and requirements but shall be at a minimum
removed once every three years.
2. Residuals will be disposed of via contract with licensed sludge hauler Lewis Farms.
Power Reliability Plan
The WWTF is designed with sufficient storage capacity with no existing potential for overflow.
The storage tank has the capacity for 1,500 gallons. At 260 gpd, this would provide 5.77 days of
storage (1,500 gallons/260 gallons/day). Additionally, there will be a hook-up for a portable
back-up generator that can be obtained during instances in which a generator will be needed.

PLEWIS
&LIQUID
November 16, 2022
Mr. Barnes Boykin
Cedar Run Capital, LLC
2405-F Nash Street
Wilson, NC 27896
RE: Family Dollar - Currie WWTF
Dear Mr. Boykin:
FARMS
WASTE, INC.
Lewis Farms will accept residuals from the Family Dollar - Currie WWTF subject to analysis and
pre -acceptance by Lewis Farms policies. Upon approval, the residuals will be managed at the
Lewis Farms Residuals Land Application Facility and land applied under their permit.
Sincerely,
4 4f/
Wesley Wooten
President
Lewis Farms
8155 Malpass Corner Road Currie, NC 28435
910.283.9823 phone wesleyWewisfarmsnc. com email
www.lewisfarmsandliquidwaste. com webstte