WQ0019755_Modification_20211222

Non -Discharge Branch Upload/Submittal Form
NORTH CAROLINA
EnWrvnmemfal Qualify
Version 2 - Revised June 23, 2020
Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR) * WQ0019755
Applicant/Permittee JPC Utilities LLC
Applicant/Permittee Address PO Box 345
Is the owner in BIMS? Yes No
Owner Type
Facility Name
County
Fee Category
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist?*
Regional Office
CO Reviewer
Admin Reviewer
Is the facility in BIMS? Yes No
Organization
Oak Ridge Commons WWTP
Guilford
Yes No
Fee Amount $0
Complete App Date 12/22/2021
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

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*
John F. Phillips
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*
919-467-9972
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
NDAR-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.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Permit Number:* WQ0019755
Has Current Existing permit number
Applicant/Permittee *
JPC Utilities LLC
Applicant/Permittee Address* PO Box 345
Facility Name* Oak Ridge Commons WWTP
High -Rate Infiltration
Reclaimed Water
Residuals
Other
Please provide comments/notes on your current submittal below.
JPC Utilities, LLC, the permittee for the referenced wastewater system hereby requests
certain modifications to Permit No. WQ0019755. This request is made in response to a
directive from the Winston-Salem Regional Office associated with Notice of Violation NOV-
2021-PC-0324. The requested permit modifications are intended to update the permit and
permit files to reflect certain minor modifications previously made to the reclaimed water
treatment plant in order to improve the efficiency of the treatment system. The modifications
were made to the treatment system over a period of several years, and were made without
first obtaining an Authorization to Construct. The nature of the modifications were considered
minor operational and maintenance modifications by the ORC and the Engineer, and were
assumed to not require an ATC. This submittal is intended to document these modifications for
the Permit file.
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 Fomi, Engineering Plans, Specifications, Calculations, Etc.)
Permit No. WQ0019755 Modification Request - Oak Ridge
Commons WW System.pdf
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.
6.94MB
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
c7a&e g at'i.�lsas
Submission Date 12/22/2021

DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS WILLIAM C. DIEHL, P.E.
1500 Piney Plains Rd., Suite 200 JOHN F. PHILLIPS, P.E.
Cary, North Carolina 27518 ALAN R. KEITH, P.E.
Telephone [phone] — Fax [phone]
December 22, 2021
Mr. Nathaniel Thornburg
Environmental Program Supervisor II
Division of Water Resources- Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Request for Permit Modification
Oak Ridge Commons WWTP Reclaimed Water Generation,
Dedicated Utilization, and Wastewater Irrigation System
Permit No. WQ0019755
Guilford County
Dear Mr. Thornburg:
JPC Utilities, LLC, the permittee for the referenced wastewater system hereby
requests certain modifications to Permit No. WQ0019755. This request is made in
response to a directive from the Winston-Salem Regional Office associated with
Notice of Violation NOV-2021-PC-0324. The requested permit modifications are
intended to update the permit and permit files to reflect certain minor modifications
previously made to the reclaimed water treatment plant in order to improve the
efficiency of the treatment system. The modifications were made to the treatment
system over a period of several years, and are described in detail below.
Mudwell Pump Discharge Piping:
The original plant construction included a 2-inch force main for the mudwell pumps to
return the filter backwash wastewater to the flow equalization basin. The operators noted
that during peak wastewater flow periods the flow equalization basin would be at a
relatively high level, and a filter backwash would have to be delayed until the FE basin
level declined. To provide more operational flexibility, the operators added a 2-inch
schedule 40 PVC pipe connection from the force main to one of the sludge holding tanks,
and two PVC ball valves. This modification allowed the operator to direct the mudwell
pump discharge to the sludge holding tank (if the liquid level in the sludge holding tank
would permit the additional flow), and then the clearer liquid would subsequently be
decanted into the equalization basin.

Mr. Nathaniel Thornburg
December 22, 2021
Page 2 of 4
In addition to the pipe connection described above, a second 2-inch schedule 40 HDPE
pipe (and ball valve) was added to allow the mudwell pumps to discharge into the 6,000
gallon wastewater treatment (non -reclaim) system included under WQ0019755. This
allowed the backwash volume to be removed from the 30,000-gallon per day reclaim
wastewater treatment system, but still be disposed of properly in the 6,000 gallon per
day wastewater treatment system and irrigation system.
The 6,000 gpd wastewater treatment system consists of a 14,000 gallon septic tank, a
12,000 gallon pump tank, and a recirculating sand filter. To minimize the possibility of
the dosing pumps receiving solids that might get pushed through the septic tank by the
mudwell pump discharge, the operator had two aluminum pump supports constructed
and installed to raise the submersible pumps 24-inches above the dosing tank floor. The
pump off and timer enable float switches were raised a similar amount.
Tertiary Filters:
The tertiary filter tank for this treatment plant was furnished with an inlet trough to
distribute the influent flow to the two filters. In addition to the outlet pipes to the two
filters, the trough had a third outlet pipe, located at a higher elevation. The third pipe
was designed by the manufacturer to only receive flow if the water level in the trough
became abnormally high due to an excessive headloss through one or both filter cells. As
originally furnished, any flow into the third pipe would bypass the filters and be released
into the clearwell.
After being in operation for a number of years, there were several instances of the filters
becoming partially blinded, causing some unfiltered water to be diverted to the clearwell
(it was subsequently discovered that one of the return sludge airlift pumps had been
improperly constructed, causing periodic clarifier upsets which would sometimes lead to
the filters receiving excessive solids; the airlift pump has since been repaired).
The occasional discharge of solids into the clearwell caused the backwash pumps to pump
solids into the filter nozzles in the filter floor, which reduced the hydraulic capacity of the
filters and led to additional solids being discharged into the clearwell.
These problems were addressed in 2017 by the following actions:
1. A pipe was installed over the clearwell, to convey any overflow from the
influent trough to the inlet trough for the tablet chlorinators, keeping solids
from being deposited in the clearwell. The bypassed flow would then be
combined with filter effluent, chlorinated, and measured by the turbidimeter.
If the turbidity of the effluent exceeded 10 NTU, the effluent would be
diverted to the wastewater irrigation pond by the motor actuated valve
system that was included in the original plant design. Once the effluent

Mr. Nathaniel Thornburg
December 22, 2021
Page 3 of 4
turbidity returned to a measurement of 8 NTU, the automated valve system
would then direct the flow to the reclaim water storage pond.
2. The filter media was removed, and filter nozzles were replaced or cleaned
as required.
3. The original filter media consisted of 12 inches of sand under 12 inches of
anthracite. The sand had an effective size in the range of 0.80 to 1.20 mm and
a uniformity coefficient of 1.4 to 1.7. The anthracite had an effective size of
1.08 mm and a uniformity coefficient of 1.42. It was observed that the original
anthracite layer had been washed into the mudwell over time, most likely due
to backwashing with an excessive flowrate in an attempt to clean the filters.
The original media (total depth of 24 inches) was replaced with 36 inches of a
coarser sand media. The replacement media was gravel pack no. 3 from
Southern Products & Silica Company, Inc. of Hoffman, NC. The replacement
sand had an effective size of 1.91 mm and a uniformity coefficient of 1.39. It
was my belief that a monomedia filter with slightly larger media would allow
vigorous air scouring and backwashing of the media while eliminating the
concerns of anthracite washout or poor re -stratification of the sand and
anthracite after backwashing. The resulting filter effluent quality was
consistently improved with the replacement media.
Although JPC Utilities, LLC is requesting a permit modification to reflect the installed
modifications described above, we don't have any suggested permit wording revisions.
The description of the wastewater facilities in the permit does not go into the level of
detail that would describe the mudwell pump discharge pipe routing, the filter piping, the
filter media gradation, or the position of the sand filter dosing pumps in the pump tank.
The project drawings are considered a part of the permit, and therefore we are submitting
updated drawings that reflect and describe these modifications. We are submitting with
this cover letter:
• Form RWPI 06-16 — Reclaimed Water Systems — Project Information
• Form RWG 06-16 — Reclaimed Water Systems — Generation, although the
majority of this form was not applicable to the modifications described above
and therefore some sections are not completed.
• Signed and sealed drawings showing the installed modifications
• Copy of the LLC Annual Report from the NC Secretary of State website, showing
JPC Utilities, LLC is a currently active company
• Copy of the October 25, 2021, letter from Mr. Lon T. Snider of the WSRO
requesting this permit modification application be submitted
• Copy of the most recent issue of Permit No. WQ0019755 (September 14, 2020)

Mr. Nathaniel Thornburg
December 22, 2021
Page 4of4
I am, by submission of the signed and sealed drawings of the installed improvements,
certifying that the subject modifications were made using the materials listed on the
drawings and installed as shown. Please advise if you require any additional
information to update the files for this permit.
Yours very truly,
Diehl & Phillips, P.A.
John F. Phillips, P.E.
Enclosures
Cc: Mr. Lon T. Snider, WSRO
Ms. Caitlin Caudle, WSRO
Mr. Philip Cooke, JPC Utilities, LLC
Mr. Doug Smith, JPC Utilities, LLC

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section Non -Discharge Permitting Unit website.
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least one
of the following forms must also be included in the application package. However, multiple forms may be applicable. Unless
otherwise noted, the Applicant shall submit one original and two copies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
® Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water.
❑ Non -Conjunctive Utilization (FORM: RWNC) — for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
❑ Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) — for distribution of reclaimed water in a bulk manner.
❑ Distribution Lines (FORM: RWDL) — for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA) — for projects seeking permitting delegation for reclaimed water users.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ) according to the following fee schedules:
❑ STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification
New Permit
Major Modification 1
Major Generator/User (ADF > 10,000 gallons per day)
$1,310
$395
Minor Generator/User (ADF < 10,000 gallons per day) $810 $245
Reclaimed Water Distribution Lines I $480 I N/A
A major modification shall be defined as any permit modification that: increases the generating facility's
average daily flow (ADF); increases the utilization area acreage; adds additional utilization areas not
previously approved; or includes the addition of new treatment units/processes not previously permitted.
There is no fee for minor permit modifications.
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) form. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item I.1. shall be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
There is no fee for permit renewal without modification.
D. Existing Permit: (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
ONE ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
I. GENERAL INFORMATION:
1. Applicant's name: JPC Utilities, LLC
Mailing address: PO Box 345
City: Oak Ridge State: NC Zip: 27310-
Telephone number: [phone]
Email Address: [e-mail]
2. Signature authority's name: Philip Cooke (per 15A NCAC 2U .0106) Title: Manager
3. Applicant type (check all that apply):
❑ Government > ❑ Federal ❑ State ❑ Municipal ❑ County
❑ Individual
® Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC Utilities Commission's Water and Sewer 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.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: RWPI 06-16 Page 1 of 3

II. PROJECT INFORMATION
1. Application type: Minor Modification (See Instruction B) Fee Submitted$0 (See Instruction B)
2. For modifications, provide the existing permit number: WQ0019755 and most recent issuance date: September 14, 2020
3. Provide a brief description of the activities proposed for permitting: Modify permit to reflect minor piping modifications
previously made by the ORC to improve the efficiency of the treatment plant and tertiary filters.
4. What is the status of the following associated permits and/or certifications ? (if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Permit/Certification No.
Agency Reviewer
Collection System (Q >
N/A
200,000 GPD)
Dam Safety
N/A
Erosion & Sedimentation
N/A
Control Plan
Nationwide 12 / Section 404
N/A
Pretreatment
N/A
Sewer System
N/A
Stormwater Management Plan
N/A
Other:
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)(10). Provide the location in application package where this documentation is
located: N/A; or explain why this item is N/A.
WWTP or utilization site, or an expansion of those.
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC 01C?
Fes No
nclude one of the following final environmental documents with this submittal:
]Finding of No Significant Impact, or Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ❑ Yes or ® No
✓ If yes, specify which portion(s) of the project are affected?
✓ If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
Modifications are not a new
FORM: RWPI 06-16 Page 2 of 3

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02U .0106):
I, Philip Cooke
Manager
(signing authority name — PLEASE PRINT) (title)
attest that this application for Oak Ridge Commons WWTP Reclaimed Water Generation, Dedicated Utilization, and Wastewater
Irrigation System
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. 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.
i further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties yp to $2500 per violation.
Signature:
Date: ( 1
FORM: RWPI06-16
Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — GENERATION
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website.
General — This application shall be used for projects involving the generation of reclaimed water that is to be utilized in either a
conjunctive or non -conjunctive manner. Non -conjunctive use means that the reclaimed water utilization activity is required
to meet the wastewater disposal needs of the generating facility. Conjunctive use means that the proposed utilization option
is not required to meet the wastewater disposal needs of the generating facility, and that other permitted utilization/disposal
alternatives are also available. Unless otherwise noted, the Applicant shall submit one original and two copies of the
application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information form (FORM: RWPI).
A. Reclaimed Water Generation Application (FORM: RWG 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Generation (FORM: RWG 06-16) application. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 9 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® The Applicant's Certification on Page 9 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding generation systems):
® Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall provide written documentation of ownership
for all property containing the reclaimed water generation equipment, reclaimed water storage units, and 5-day upset units.
Documentation shall consist of one (or more) of the following:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 02L .0107(f), or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
C. Wastewater Chemical Analysis (For new or expanding generation systems treating Industrial Waste):
❑ Per 15A NCAC 02U .0201(g) or .0202(h), provide a complete Division certified laboratory chemical analysis of the effluent
to be irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N)
❑ Calcium
❑ Chemical Oxygen Demand (COD)
❑ Chloride
❑ Coliphage (Type 2 reclaimed water only)
❑ Clostridium perfringens (Type 2 reclaimed water)
❑ Fecal Coliform or E. coli
❑ 5-day BOD (BOD5) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
❑ Nitrate Nitrogen (NO3-N) ❑ Total Organic Carbon
❑ pH ❑ Total Phosphorus
❑ Phenol ❑ Total Trihalomethanes
❑ Sodium ❑ Total Volatile Organic Compounds
❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

D. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer.
® The engineering plans shall include the following items:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references, a vicinity map, fencing around treatment and storage
facilities.
❑ A process flow diagram showing all flow, recycle/return, aeration, chemical, and wasting paths. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.)
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.
® Auxiliary power supply. (Non -conjunctive systems only.)
❑ A hydraulic profile from the treatment plant headworks to the point where reclaimed water is released to the distribution
system. (Non -conjunctive systems only.)
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
E. Specifications (All Application Packages):
❑ Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
❑ At a minimum, the specifications shall include the following items:
❑ Table of contents with each section/page numbered.
❑ Detailed specifications for each treatment and storage unit, as well as all piping, valves, equipment (i.e., pumps, blowers,
mixers, diffusers, flow meters, etc.), audible/visual high water alarms, liner material, etc. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed in order to produce reclaimed water.)
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
❑ Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (All Application Packages):
❑ Per 15A NCAC 02U .0201(c) or .0202(c), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer.
❑ At a minimum, the engineering calculations shall include the following items:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (NO IL: "black box" calculations are unacceptable). (For
conjunctive facilities, include only those treatment units, in addition to existing units, that are needed to produce reclaimed
water.)
❑ Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.). (For
conjunctive facilities, include only those treatment units, in addition to existing units, that are needed in order to produce
reclaimed water.)
❑ Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

G. Water Balance (For Non -Conjunctive application packages that include new or modified reclaimed water storage units to be
located on the property of the reclaimed water generator):
❑ Per 15A NCAC 02U .0202(k), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum -
▪ The water balance should be run over at least a two year iteration, should consider precipitation into and evaporation from
all open atmosphere storage impoundments, and should use variable number of days per month and include:
❑ Precipitation based on the 80th percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thomthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KSAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
❑ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and lateral groundwater movement.
❑ Nutrient limitations and seasonal application times to ensure reclaimed water is applied at appropriate agronomic rates.
❑ Note: Guidance on completing a water balance for non -conjunctive systems is available in the Water Balance Calculation
Policy.
H. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02U .0802, submit a Residuals Management Plan that shall include, at a minimum-
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals. NOTE: Per 15A NCAC 02U .0402(n), a minimum of 30 days of residual
storage shall be provided for non -conjunctive reclaimed water systems.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application. NOTE: Per 15A NCAC 02U .0202(j), a written commitment is not required at
the time of this application; however, it shall be provided prior to operation of any permitted facilities herein.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed. NOTE: If an on -site restaurant or other business with
food preparation is contributing wastewater to this system, an oil/grease disposal plan shall be submitted.
I. Distribution System Monitoring Plan (All application packages):
❑ Include a distribution system monitoring plan for verifying that reclaimed water standards (15A NCAC 02U .0301) will be met
at the utilization site(s). At a minimum, the following items shall be included:
❑ Specify the sampling locations within the distribution system that will provide data representative of the reclaimed water
delivered to users.
❑ The number of sampling locations should be equivalent to approximately 25 percent of the service connections to the
reclaimed water distribution system; or 5 locations, whichever is fewer. In no case shall fewer than two locations be
sampled.
❑ Monitoring shall include samples of: fecal coliform, pH, and total residual chlorine.
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

J. Site Map (All Application Packages):
® Non -Conjunctive Systems
® Per 15A NCAC 02U .0202(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
® For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief
and showing all facility -related structures and fences within the wastewater treatment and storage areas.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent,
and perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all treatment and storage
sites.
® Setbacks as required by 15A NCAC 02U .0701(a) and (b).
® Site property boundaries within 500 feet of all treatment and storage units.
® All habitable residences or places of public assembly within 500 feet of all treatment and storage units.
❑ Conjunctive Systems
❑ Per 15A NCAC 02U .0201(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
❑ For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
❑ At a minimum, the site map shall include the following:
❑ A scaled map of the site showing all facility -related structures and fences within the wastewater treatment and
storage areas.
❑ Location of features in 15A NCAC 02U .0701(a) and (b), to the extent needed to determine compliance with
setbacks.
K. Education Program (All New Generators)
❑ Per 15A NCAC 02U .0501, provide documentation of a program of education and approval for all reclaimed water users. At a
minimum this material shall include:
❑ Definition of reclaimed water.
❑ Information on the proper use of reclaimed water.
❑ Examples of improper uses of reclaimed water.
❑ Clarification that reclaimed water is not for drinking.
❑ Clarification that reclaimed water cannot be discharged to surface waters and should not be allowed to runoff from the
utilization areas.
❑ Address any other environmental and/or public health protection measures.
❑ Methods to be used to provide employees educational material in a language they can understand.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — GENERATION
FORM: RWG 06-16
I. CONTACT INFORMATION:
1. Applicant's name: JPC Utilities, Inc.
2. Signature authority's name: Philip Cooke (per 15A NCAC 02T .0106) Title: Manager
3. Applicant's mailing address: PO Box 345
City: Oak Ridge State: NC Zip: 27310-
Telephone number: [phone] Email Address: [e-mail]
4. Consulting Engineer's name: John Phillips License Number: 10130
Firm: Diehl & Phillips, P.A.
Mailing address: 1500 Piney Plains Road, Suite 200
City: Cary State: NC Zip: 27518-
Telephone number: [phone] Email Address: [e-mail]
II. FACILITY INFORMATION
1. Reclaimed water generating facility name: Oak Ridge Commons WWTP Reclaimed Water Generation, Dedicated
Utilization, and Wastewater Irrigation System
Facility's physical address: 2203 Oak Ridge Road
City: Oak Ridge State: NC Zip: 27310- County: Guilford
2. Facility Coordinates: Latitude: 36° 10' 33" Longitude: -79° 59' 30"
Datum: NAD83 Level of Accuracy Nearest second
Map interpretation by extraction
3. USGS Map Name: Summerfield
4. Information for nearest waterbody a:
Stream Index No.: 16-(1) UT to Haw River
Method of Measurement
Stream Classification: WS-V, NSW
a To determine the waterbody stream index number and its associated classification, download the current classifications list
at the following web address: https://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Aquifer%20Protection/LAU/Agreements/W SCA%2008-13.pdf.
5. Facility status: Existing
6. Reclaimed water utilization will be:
® Non -Conjunctive —reclaimed water utilization is required to meet the wastewater disposal needs of the facility.
It.> Conjunctive — reclaimed water option is not necessary to meet the wastewater disposal needs of the facility and other
wastewater utilization or disposal methods are available at all times (15A NCAC 02U .0103(3)).
For Conjunctive, what is the alternate wastewater disposal method?
❑ NPDES Permit No.
❑ Other (specify):
FORM: RWG 06-16 Page 1 of 9

III. INFORMATION ON RECLAIMED WATER GENERATION:
1. What is the origin of the influent (i.e., school, residential, hospital, municipality, industry, etc.)? Commercial
2. Reclaimed water generating capacity for this project: 30,000 gallons per day (GPD)
3. 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 in accordance with
Instruction C? ❑ Yes or ❑ No
4. How was the influent flow rate determined? ❑ 15A NCAC 02T .0114 or ❑ Representative Data
5. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
6. Provide the required information in the table below to document design flow pursuant to 15A NCAC 02T .0114:
Establishment Type
Daily Design Flow a
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
IV. TREATMENT AND STORAGE UNIT SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance in feet from the treatment units, storage units, and utilization areas to each item listed
(distances greater than 500 feet may be marked N/A):
Setback Parameter
Treatment Units/
5-day Upset Storage
Final Effluent Storage
Units
Required
Actual
Required
Actual
Any habitable residence or place of assembly under separate
ownership or not to be maintained as part of the project site
100
Any private or public water supply source
100
100
Surface waters (streams — intermittent and perennial,
perennial waterbodies, and wetlands)
50
50
Any well with exception of monitoring wells
100
100
Any property line
50
50
2. Do the treatment and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
® Yes or ❑ No If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ® No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? ❑ Yes or ❑ No
✓ If yes, has the required Non -Discharge Wastewater System Waiver (FORM: NDWSW) been included with this
application package? ❑ Yes or ❑ No
FORM: RWG 06-16
Page 2 of 9

V. RECLAIMED WATER CHARACTERISTICS:
1. Complete the table below by filling in the estimated influent concentrations and design effluent characteristics (15A NCAC 2U .0301):
Parameter
EstimatedDesign
Influent
Concentration
Design Effluent
Monthly Average
Design Effluent
Geometric Mean
Effluent
Daily Maximum
Actual
Required
Actual
Required
Actual
Required
BOD5
mg/1
mg/ii 1 10 mg/1 (Type 1)
5 mg/1 (Type 2)
mg/1
15 mg/1 (Type 1)
10 mg/1 (Type 2)
TSS
mg/1
mg/1 5 mg/1 (Type 1)
5 mg/1 (Type 2)
mg/1
10 mg/1 (Type 1)
10 mg/1 (Type 2)
NH3-N
mg/1
mg/1 4 mg/1 (Type 1)
1 m_/1(T se 2)
mg/1
6 mg/1 (Type 1)
2 m_/1(T se 2)
NO3-N
mg/1
mg/1
NO2-N
mg/1
mg/1
Total Nitrogen
mg/1
mg/1 4 mg/1 (wetland
augmentation only)
Total Phosphorus
mg/1
mg/1 1 mg/1 (wetland
augmentation onl )
TKN
mg/1
Turbidity
NTU
10 NTU (Type 1)
5 NTU (T •e 2)
Fecal Coliforms ❑
OR
E. Coll ❑
(choose one)
100 ml
/100 ml
14/100 ml (Type 1)
3/100 ml (Type 2)
/100 ml
25/100 ml (Type 1)
25/100 ml (Type 2)
Coliphage - (Type 2 only)
/100 ml/100
ml
5/100 ml (Type 2)
/100 ml
25/100 ml (Type 2)
Clostridium perfingen - (Type 2 only)
/100 ml
/100 ml
5/100 ml (Type 2)
/100 ml
25/100 ml (Type 2)
2. Have calculations or historical data been provided to justify the design effluent values shown in Item V.1. above? (See Application Instruction F)? ❑ Yes ❑ No
✓ If No, please explain:
FORM: RWG 06-16
Page 3 of 9

VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (15A NCAC 02U .0401 or .0402)
1. Plan sheet number where instrumentation for continuous monitoring/recording for turbidity/particle count is shown:
2. Plan sheet number where instrumentation for continuous flow recording is shown:
3. What is the method of preventing public access to the treatment facility and five day upset basin?
✓ Plan sheet number where restricted access method is shown:
4. Is there an automatically activated standby power supply onsite? ❑ Yes ❑ No
✓ If Yes, plan sheet number where standby power supply is shown:
✓ If No, what other means will be used to prevent improperly treated wastewater from entering the storage, distribution, or
utilization system?
5. Will a certified operator of a grade equal or greater than the facility classification be on call 24 hrs/day? ❑ Yes or ❑ No
6. What classification of reclaimed water does the generator intend to provide per (15A NCAC 02U .0301)?
❑ Type 1 — 15A NCAC 02U .0301(b); or
Type 2 - 15A NCAC 02U .0301(a) - (Note: Type 2 required for indirect contact irrigation of food chain crops where the
food product will not be peeled, skinned, cooked or thermally processed prior to human consumption.)
Are the following design criteria met for Type 2?
✓ Dual disinfection systems containing both UV disinfection and chlorination (or equivalent dual disinfection processes)
provided pursuant to 15A NCAC 02U .0401(h) or .0402(q)? ❑ Yes ❑ No
✓ Has documentation been provided to show that the combined treatment and disinfection processes are capable of the
following pathogen reductions pursuant to 15A NCAC 02U .0401(i) or .0402(r)?
➢ log 6 or greater reduction of E. coli
➢ log 5 or greater reduction of Coliphage
➢ log 4 or greater reduction of Clostridium perfringens
❑ Yes
❑ Yes
❑ Yes
❑ No
❑ No
❑ No
❑ Other — 15A NCAC 02U .0301(c) — reclaimed water will be produced by an industrial facility, will be used at the facility
in the industry's process, use area has no public access, and the use will not result in employee exposure.
Items VI.7.—VL15. are for NON CONJUNCTIVE SYSTEMS — If you checked "Conjunctive" in Item IL6., skip to Section VII:
7. Is aerated flow equalization provided with a capacity of at least 25% of daily system design flow? ❑ Yes or ❑ No
✓ If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(b)?
8. Are dual facilities provided for all essential treatment units? ❑ Yes or ❑ No
Note: This refers to any unit process whose loss would likely render the facility incapable of meeting require performance
criteria including aeration, clarification, filtration, disinfection, pumps, blowers, etc. (See 15A NCAC 02T .0103(16))
✓ If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(c)?
9. Is automatic flow diversion to a 5-day upset pond provided in the event of plant upset? ❑ Yes or ❑ No
10. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ❑ No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
11. Are multiple pumps provided wherever pumps are used? ❑ Yes or ❑ No
✓ If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(k)?
FORM: RWG 06-16 Page 4 of 9

VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (Continued)
12. Are any treatment or storage units located within the 100-year flood plain? ❑ Yes or ❑ No
✓ If Yes, which units are affected? (Note that water tight seals or a minimum of two feet protection from the 100-year
floodplain is required.)
✓ If No, then provide the distance to the nearest flood zone: (feet); and provide the typical elevation at the edge of the
flood zone: (feet)
13. How many days of residuals storage are provided? (Note: 30 days required per 15A NCAC 02U .0402(n))
14. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)?
❑ Yes, ❑ No, ❑ N/A — To be permitted separately, or ❑ N/A — Gravity fed
VII.DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY
1. Type of treatment system (extended aeration, MBR, SBR, etc):
2. Provide the requested treatment unit and mechanical equipment information (For conjunctive facilities, include only those
treatment units, in addition to existing units, that are needed to produce reclaimed water):
a. PRELIMINARY/PRIMARY TREATMENT: ❑ New Units, ❑ Modified Units ® N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
/ Spacings (in)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT ❑ New Units, ® Modified Units ❑ N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Tertiary Filters
2
Filter Media
changed
2 & 3
Mudwell
Mudwell
Pump discharge
piping
modified
1,2, & 3
Tertiary Filters
Filter
overflow
pipe
extended
3
Select
Select
Select
Select
FORM: RWG 06-16
Page 5 of 9

VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
c. DISINFECTION ❑ New Units, ❑ Modified Units ® N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE: 30 minutes
minimum required), and indicate at what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps per
bank: and maximum disinfection capacity: GPM.
d. RESIDUALS TREATMENT ❑ New Units, ❑ Modified Units ® N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
e. PUMPS ❑ New Units, ® Modified Units ❑ N/A
Location
Number
of Pumps
purpose
Manufacturer /
Type
Capacity
Plan Sheet
Number
Specification
Page Number
GPM
TDH
Dosing Pumps
2
Dose recirc.
sand filter
Pumps raised in
pump tank
f. BLOWERS ❑ New Units, ❑ Modified Units ® N/A
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Number
Specification
Page Number
FORM: RWG 06-16
Page 6 of 9

VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
g. MIXERS ❑ New Units, ❑ Modified Units ® N/A
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(hp)
Plan Sheet
Number
Specification
Page Number
h. FLOW METERS, OTHER RECORDING DEVICES & RELIABILITY ❑ New Units, ❑ Modified Units ® N/A
Device
Number
of Units
Maximum
Capacity
Manufacturer
Location
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
Select
Select
i. DISTRIBUION PUMP / DOSING TANK (IF APPLICABLE): ❑ New Units, ❑ Modified Units ® N/A
Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or cp x H)
ft
ft
ft
Total volume
ft3
gallons
Dosing volume
ft3
gallons
Audible & visual alarms
Equipment to prevent irrigation during rain events
FORM: RWG 06-16
Page 7 of 9

VIII. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0402
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water storage impoundments located at the generator site? ❑ Yes or ® No
✓ If no, then skip the remaining items in Section VIII.
2. What is the storage impoundment type? Select
3. Storage Impoundment Coordinates (degrees, minutes, seconds): Latitude: ° Longitude: -°
Datum: Select
Level of accuracy: Select Method of measurement: Select
4. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
✓ If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number - or the date when NPDES application was submitted:
5. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
6. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
✓ If yes, what is the drainage area? ft2, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
7. Will the reclaimed water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10' cm/s? Yes, ❑ No or ❑ N/A
I
> Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No or ❑N/A
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
Clay
❑Synthetic
Top of embankment elevation:
ft
ROther
❑ Unlined
Liner hydraulic conductivity:
cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
gallons
Embankment slope:
.
Effective storage time:
days
Top of dam water surface area:
ft2
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
ft2
FORM: RWG 06-16
Page 8 of 9

Professional Engineer's Certification:
1, John F Phillips, PE . attest that this application for permit modification for Oak Ridge Commons
WWTP Reclaimed Water Generation, Dedicated Utilization, and Wastewater lnleation System has been
reviewed by me and is accurate. complete and consistent with the information supplied in the engineering plans, 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 this application package and its instructions as well as all applicable regulations and statutes. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged it to he consistent with the proposed design. Note: in accordance with NC
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 S25,000 per violation.
North Carolina Professional Engineer's seal, signature. and date:
Applicant's Certification (signing authority must be in compliance with I5A NCAC 02T .0I06):
I. Philip Cooke
(signing authority name PLEASE PRINT)
Manager
(title)
attest that this application for permit modification for Oak Ridge Commons WWTP Reclaimed Water Generation, Dedicated Utilization,
and Wastewater Irrigation System
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. t 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. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime. has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned. are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. Note: In accordance with NC General
Statutes 143-215.6A and 143-21 5.6E3, ally 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: fd"%
Date: j-
FORM: RWG 06-16
Page 9 of

PERMIT MODIFICATION REQUEST FOR
OAK RIDGE COMMONS WWTP
RECLAIMED WATER GENERATION, DEDICATED
UTILIZATION, AND WASTEWATER IRRIGATION SYSTEM
PERMIT No. WQ0019755
JPC UTILITIES, INC.
GUILFORD COUNTY, NORTH CAROLINA
INDEX OF DRAWINGS
1
PLAN OF TREATMENT FACILITIES 2" MUDWELL RETURN PIPING ADDITIONS
2
30,000 GPD RECLAIM WATER TREATMENT PLANT - MUDWELL RETURN PIPING ADDITIONS
3
TERTIARY FILTER MODIFICATIONS
4
WASTEWATER SYSTEM SAND FILTER DOSING PUMPS MODIFICATIONS
5
OPERATION GUIDE FOR ADDED VALVES
DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS - LIC. NO. C-0465
1500 PINEY PLAINS RD., SUITE 200
CARY, N.C. 27518 • [phone]
MEADOWS ROAD
VICINITY MAP
NO SCALE
0

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EXISTING LAGOON
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•
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EXIST. TABILET
CHLORINATOR
EXIST. FLOW
METER (30X
•
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•
EXIST. SPRAY \
IRRIGATION PUMP \
STATION w/
VALVE VAULT
I II
I II
I II
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GENERATOR
if
BY DIRECTIONAL DRILLING
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EXIST. RECIRC.
'SPLITTER BOX
—915
•
•
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GRAVITY SEWER
EXIST. 2 PVC
FORCEMAIN
/ / 8"
0
ss
—EXIST. 14,000 GAL. EXIS7 GRAVEL ACCESS DRIVE
SEPTIC TANK
If ineir/
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•
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•
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•
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2205 E
TOP: 925.41
INV. IN: 915.71
INV. OUT: 915.71
sHops
2205 c
GFOCI-
(
SIGNED AND SEALED
FOR ADDED PIPING
AND VALVES ONLY

telegmeamermatteman
TERTIARY
FILTER
SEE SHEET 6
FOR PLAN AND
ELEVATION
1`.
SEE SHEET
1 FOR
CONTINUATION
8'-0'
CLARIFIER
L
{0
c)
TWO 3" & TWO 1 1/2" AIR LINES FROM
BLOWER/ELECTRICAL/PUMP BUILDING
MULTI —LINE AERIAL
AIRLINE SUPPORT
SEE DETAIL SHT. 8
34'-6"
AERATION BASIN
(TWO @ 30,000 GALLONS EACH)
61
4" CAM —LOCK CONNECTIONS
(ONE EACH TRAIN)
12'-0"
SLUDGE HOLDING TANK
(TWO @ 10,400 GAL. EACH)
7'-0"
FLOW EQUALIZATION BASIN
(12,150 GALLONS)
4"0 SLUDGE RETURN LINE
2 1/2"0 SKIMMER LINES
CD
4-
DIVIDER WAL
2" BALL VALVE
4" CABC OVER GEOTEXTILE WEED BARRIER -
PLACE BETWEEN PLANT AND FILTER, AND AROUND
PLANT & FILTER FOR A 6 FOOT WIDTH
TERTIARY
FILTER
SEE SHEET 6
FOR PLAN AND
ELEVATION
EL. 914.30
I
11
11
11
III
v�
c
{0
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m
4'0 0
O OD
SERVICE WALKWAY
IMF
"0 F.E. OVERFLOW — ELEV. 914.20
SUPPLY PUMPS TO EXISTING
TREATMENT SYSTEM (2 REQ'D)
6"0 SCH. 40 PIPE
2 1/2"O SKIMMER LINES
CD
EL. 914.79
N
oo
EDGE OF CONCRETE SLAB (TYP.)
L-
WELDED STEEL
HANDRAIL (TYP.)
BAFFLE
4 "0 SLUDGE RETURN LINE
D
6"0 SCH. 40 PIPE
3" DECANT AIRLIFT
ASSEMBLY —OPERABLE
FROM WALKWAY — SEE
DETAIL SHT. 11
FLOW CONTROL
BOX — SEE
DETAIL SHT. 11
3" DECANT AIRLIFT
ASSEMBLY —OPERABLE
FROM WALKWAY — SEE
DETAIL SHT. 11
"0 F.E. OVERFLOW — ELEV. 914.20
0
SAFETY CHAIN
01
2" PVC FORCEMAIN TO
EXIST. TREATMENT SYSTEM
SEE SHT. 1 FOR CONT.
8" DIP PLANT INFLUENT
SEE SHT. 1 FOR CONT.
1 V2" F.E. AIR LINE
ELEV. 921.85
CLARIFIER
WEIR TROUGH
BAFFLE
BACKFILL WITH
GRADED SAND
2" MUDWELL DISCHARGE
BAFFLE
2 — 3" PLANT AIR LINES
ELEV. 921.91
4" SLUDGE
RETURN LINE
SCH. 40 STEEL AIR
HEADER BELOW BRIDGE
4" #57 WASHED STONE
UNDER SLAB
2 1/2" SKIMMER LINE
34'-6"
AERATION BASIN
111
PLAN VIEW
SCALE: 3/8"= 1 '-0"
ELEVATION
SCALE: 3/8'= 1 '-0"
61'—
IP
WELDED STEEL HANDRAIL
(TYP.)
111
FLOW EQUALIZATION
PUMP (2 REQ'D)
2" SCH. 40 PVC
PIPE & 2" BALL
VALVE ADDED
SLUDGE HOLDING TANK
4" SLUDGE
RETURN LINE
-lil-l-II
o_
8" THICK (MIN.) CONCRETE
FOUNDATION PAD — REINFORCE
WITH #4 @ 12 0.C.E.W.
CENTER STEEL IN SLAB
(4000 PSI COMPRESSIVE STRENGTH,
60 KSI STRENGTH REBAR)
H.W. ALARM
EL. 913.25
LAG PUMP ON
EL. 912.25
SUPPLY PUMPS TO EXISTING
TREATMENT SYSTEM (2 REQ'D)
FLOW EQUALIZATION
PUMP (2 REQ'D)
PUMP ON
EL. 905.65
PUMPS OFF
EL. 905.40
Qa
et 7.,01
11 IpiM01
INFLUENT
TRASH RACK
FLOW CONTROL BOX
SEE DETAIL SHT. 11
EL. 914.79
INV. IN
13.46
INFLUENT TRASH RACK
1/2" BARS, 3/4"
CLEAR OPENINGS,
18" LONG, 90°
V-SHAPE, 12" LONG
HORIZONTAL DRYING
RACK EACH SIDE
EL. 903.79
Cr)
8" DIP INFLUENT
3/4" NaOH
FEED LINE
SIGNED AND SEALED
FOR ADDED PIPING
AND VALVES ONLY
CAR 7'.
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JFP
SCALE
8 - 1-0
FILE
ORC- WWTFR 1
REVISIONS
CONSULTING ENGINEERS - LIC. NO. C
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6" MJ MOTORIZED PLUG VALVE
WITH MANUAL HANDWHEEL OPERATOR
INV. EL. 913.50
SAFETY CHAIN
SEE DETAIL
SHT. 11
2" 90° BEND
2" GATE VALVE
TOP EL. 914.79
TOP/GRATING
EL. 910.79
2" CHECK
VALVE
HIGH WATER ALARM EL. 909.00
LAG PUMP UN EL. 908.50
PUMP ON EL. 908.00
6" EFFLUENT
INV. EL. 907.20
PUMPS OFF
EL. 905.00
TOP/SLAB EL. 903.79
11111151111111111111111111111
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111111111111111111111111111111
111111111111111111111111111111
111111111111111111111111111111
4111911
BAFFLE WALL /1
CHECK VALVE
IN RISER (TYP.)
6" D.I.P. TO RE -USE
STORAGE LAGOON
4" THK. CONC. COLLAR
INV. OUT 906.90
6" TIDEFLEX SERIES 35-1 FLANGED
CHECK VALVE OR APPROVED EQUAL
C.C.C.
6"0 P.E.
CONNECTION
ULTRASONIC
FLOW METER
•
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Immm
1i•
ii
BAFFLE WALL
CHLORINATION
INLET TROUGH
_=C
NMI /MI
.�� PM Arm=�1
TABLET CHLORINATOR
(JET-CHLOR MODEL 110
OR APPROVED EQUAL)
2" G.V.
2" UNION
12"x12" OPENING
IN BAFFLE WALL (TYP.)
TABLET CHLORINATORS
(JET-CHLOR MODEL
110 OR APPROVED
EQUAL)
BOT. OF 22.5'
V-NOTCH WEIR
EL. 908.79
6-6"
CLEARWELL
(2,625 GALLONS)
12" THROTTLE VALVE
4" BACKWASH
PUMP PIPING
TURBIDIMETER WITH INTERFACE MODULE, SUBMERSIBLE
PROBE AND CABLE, WEATHER HOOD/SUNSHIELD, PIPE
STAND, ADJUSTABLE MOUNTING BRACKET, AND PROBE
ADAPTER (ALL PROVIDED BY TURBIDIMETER SUPPLIER)
IP'!1IIIDjp1pIiIIID111nIIID1""'�I�pIIIIIIIIIOimP
4" SCH. 80 PVC FILTER
OVERFLO
NSION ADDED
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2 x 2 x 4 SUPPORT
ANGLE (TYP.)
B.W. TROUGH
(TYP.)
EDGE OF CONCRETE SLAB (TYP.)
2-8"
FILTER CELL
(TWO @ 10.68
SF/CELL)
FILTER CELL
INLET
FILTER
1" AIR LINE FROM BLOWER &
IRRIGATION PUMP BUILDING
5'-6"
MUDWELL
(3,127 GALLONS)
WELDED STEEL
HANDRAIL (TYP.)
FLOW CONTROL
GATE VALVE
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OVERFLOW PIPE EXTENDED TO
PREVENT CLEARWELL CONTAMINATION
IF FILTERS BECOME BLINDED
PLAN VIEW
SCALE: 3/8'= 1 '-0"
ALUMINUM ACCESS LADDER
WELDED STEEL
HANDRAIL
12" AIR SUPPLY
HEADER
4" G.V. WITH EXTENDED
HANDLE FOR FLOW
ADJUSTMENTS
4" SCH. 80 PVC
FILTER OVERFLOW
EXTENSION AIDED
OUTLET BOX
LOW WATER
CUT OFF
SWITCH
.A
ELEVATION
SCALE: 3/8'= 1 '-0"
11111111111111111111111111111
w UNION
▪ GATE VALVE
SPLASH PLATE
2" BALL VALVE
4" STEEL FILTER
OVERFLOW LINE
BAC WASH TROUGH
N.W.L.
NORMAL
BACKWASH
FILTER MEDIA*
FILTER FLOOR
WITH NOZZLES
AIR SCOUR
DIFFUSER GRID
CHECK
VALVE
(TYP.)
INLET TROUGH
6" STEEL
INLET PIPE
LEVEL SENSORS
W.L.
PUMP ON
EL. 906.00
PUMPS OFF
EL. 905.00
6 MJ DIP
(� EL. 913.04)
SAFETY CHAIN
2" MUDWELL DISCHARGE
TO F.E. BASIN OR SLUDGE
HOLDING (SEE SITE
PLAN - SHT. 1 FOR
CONTINUATION)
12" AIR LINE FROM BLOWER
& IRRIG. PUMP BLDG.
4" CABC OVER GEOTEXTILE WEED BARRIER
-PLACE BETWEEN PLANT AND FILTER, AND
AROUND PLANT & FILTER FOR A 6 FOOT WIDTH
ALARM & BACKWASH INTERRUPT
EL. 912.00
LAG PUMP ON
EL. 911.00
* FILTER MEDIA CONSISTS OF 36"
OF SAND WITH EFFECTIVE SIZE
OF 1.91 MM AND U.C. OF 1.39.
(GRAVEL PACK No. 3 SOUTHERN
PRODUCTS & SILICA CO.)
FILTER NOZZLES
(TYP.)
1/2" FILTER PLATE
(TYP.)
FILTER CELL INLET
(TYP.)
FILTER SAND
\� 0:: B e 0 0 Q 0 e
AIR SCOUR LINE
(TYP.)
0
CONCRETE PAD
ADJUSTABLE
BACKWASH TROUGHS
FILTER SAND
e 0 B 0 e e B 0 e 0 e
SECTION
SCALE: 3/8'= 1'-
TOP ELEV. 914.79
2" MUDWELL DISCHARGE TO
F.E. BASIN OR SLUDGE
HOLDING (SEE SITE PLAN -
SHT. 1 FOR CONTINUATION)
f36" OF REPLACEMENT
SAND. EFFECTIVE SIZE
OF 1.9 MM, UNIFORMITY
COEFFICIENT OF 1.39.
TOP/SLAB EL. 903.79
SIGNED AND SEALED
FOR OVERFLOW PIPE
EXTENSION AND
MEDIA REPLACEMENT
ONLY
cV
N.
N.
GO
7-1
cV
Z
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DESIGN
JFP
DRAWN
JLB
CHECKED
JFP
S CALE
8 —
FILE
ORC- WWTFR 1
SHEET

DESIGN
JFP
21'-4"
SEE SHEET El
FOR CONTINUATION
ro11
111111
4' x 4' PRECAST VALVE
VAULT w/ HALLIDAY S1 R2424
ACCESS COVER OR EQUAL
24" ACCESS
OPENING
LOCKABLE ALUMINUM HATCH
BILCO K-3 OR HALLIDAY EQUAL
OVER 36" x 30" CLEAR OPENING.
CE 6" PVC GRAVITY LINE FROM
14,000 GAL. SEPTIC TANK
(SEE ENLARGED SITE PLAN
FOR CONTINUATION)
VULCAN V-1384 RING AND
COVER (TO BE GROUTED TO
PRE -CAST CONC. RISER)
PRE -CAST
CONC. RISER
6" PVC GRAVITY LINE FROM
RECIRCULATION SPLITTER BOX
(SEE ENLARGED SITE PLAN
FOR CONTINUATION)
TOP EL. 915.16
PAN
TOP EL.= 917.00
S.S. LIFTING
CABLE SUPPORT
UNION
PRE -CAST
CONC. RISER
4" PVC FORCE MAIN (TYP.)
1_ 2'-0"
CE EL.=915.50
0
U
4" x 3'
REDUCER
(TYP.)
PVC BALL VALVES
(5 REQUIRED)
TEE (TYP.)
4' x 4' PRECAST VALVE
VAULT w/ HALLIDAY S1 R2424
ACCESS COVER OR EQUAL
1
N1
6" PVC - INV.
ALUMINUM FLOAT SWITCH
°
IN 913.83
SUPPORT BRACKET
S.S. LIFTING CABLE
TIMER OVERRIDE
ELEV. = 913.80 41P
li
°
HIGH WATER ALARM 4t
ELEV. = 913.60
1 "0 BUTYL RUBBER TIMER ENABLE
aq
SEALANT IN JOINT ELEV. = 910.60
WITH 6" BAND OF REDUNDANT OFF
PUMP
NON GROUT
-SHRINK ELEV. = 909.50 Il
1
N
1
BOTTOM EL. 906.49
t
a
ALUMINUM
PUMP STAND
(TYP. OF 2)
#57 WASHED STONE
90` ELL
(TYP.)
3" PIPING & FITTINGS
(ALL 3" PIPING AND
FITTINGS TO BE
SCHEDULE 80 PVC
INSIDE PUMP TANK
AND VALVE VAULT)
SECTION
P,EC-RCU - ATION PUMP STATION
(12,000 GA PUMP TANK w/ DUP IEX PUMPS)
NO SCALE
NOTES:
1. ONE (1) 1 2,000 GAL. PUMP TANK AND VALVE VAULT REQUIRED.
2. SEE PUMP STATION AREA SITE PLAN FOR PIPING ORIENTATION.
3. PUMPS SHALL BE REMOVABLE & FLOATS MUST BE ADJUSTABLE
AND REPLACEABLE WITHOUT REQUIRING ENTRANCE INTO THE
TANK. NO ELECTRICAL CONNECTIONS SHALL BE ALLOWED
INSIDE PUMP TANK.
4. THIS STATION WILL NOT UTILIZE CHECK VALVES.
5. TANK SHALL HAVE THE FOLLOWING IMPRINT:
SRTC
PT-186
12,000 GALLONS
DU
Vl D DATA
NUMBER REQ'D 2
FLOW 110 GPM
TDH 35'
HORSEPOWER 1 1 /2
VOLTAGE 230V, 10
co
TOP EL. 917.00
CE EL.= 913.83
4"0 PVC FORCEMAIN
6" WASHED STONE
21'-
8"
14,000 GALLON SEPTIC TAN
TOP ELEV. TO BE
SET 3" ABOVE
EXIST. GRADE
PRE -CAST CONC. RISERS
8" PVC
INV. IN 914.40
13'-0"
6'-6'
ALUMINUM HATCH - BILCO
OR APPROVED EQUAL OVER
30" x 36" CLEAR OPENING
VULCAN V-1384
RING & COVER
PLAN
PROPOSED GRADE
ELEV. 916.50
8"
6" PVC
@ 2.0%
ALUMINUM HATCH - HALLIDAY
OR APPROVED EQUAL OVER
30" x 36" CLEAR OPENING
TOP ELEV. 915.73
V
6" MIN.
#57 WASHED STONE
1 "0 BUTYL RUBBER
SEALANT IN JOINT
BOT./FILTER
EL. 91 2.39
BOTTOM ELEV. 905.07
000
00
000
00
000
00
000
00
6" PVC @ 2.0%
TO RECIRCULATION P.S.
INV. OUT 914.23
DO
000
0
0
SECTION
14,000 GAL. SEPTIC TANK DETAILS
NO SCALE
ZABEL MODEL A300-12" x 30"
EFFLUENT FILTER w/ CARTRIDGE
AND PVC LIFTING HANDLE
(3 REQUIRED)
4" PVC SUPPORT LEGS w/
1 6-1 /2" HOLES EA. LEG (TYP.)
SIGNED AND SEALED
FOR PUMP
MODIFICATIONS
(PUMP STANDS) ONLY
DRAWN
JLB
CHECKED
JFP
SCALE
AS SHOWN
FILE
ORC- WWTFR 1
REVISIONS
•
•
71-1
CONSULTING ENGINEERS - LIC. NO. C
a
0
��.�`"CARO7'%
•.,
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EA
1120130.1
930
930
920
MANHOLE
(BY OTHERS)
SAND FILTER
920
/ \
FINISHED GRADE
RECIRCULATION
TOP/SAND EL. 920.0 FLOW SPLITTER
TOP/BERM EL. 921.0 TABLET
FLOW
METER
CHLORINATOR
/NOTCH
BOX
12,000 GALLON
WEIRS
14,000 GAL. RECIRCULATION . 915.04
INV. EL. 913.32SETIC SPRAY IRRIGATION
910
8 PVC
TANK
PUMP
STAON
TOP/BERM EL. 915.0 PUMP STATION
GRAVITY
VALVE VAULT
LINE
6>> PVC
AVITY LINE.
EFFLUENT STORAGE
/
1
Ail
II II likv HWL EL. 913.00
EL. 91467tVCGRVITLIN�7
INV. EL. 915.70RCEMAINE
INV. EL. 914.42 INV. EL. 910.0
INV. EL. 914.40
INV. EL. 913.83 INV. EL. 914.32 4" PVC
4.w
INV. EL. 912.41
INV. EL. 913.49
4" PVC
3" PVC F.M.
TO SPRAY
900
FIELDS
n
i 4" PVC
900
INV. EL. 91 4.23
HY
RAU
,I
C
OF
E INV. EL. 906.8
SCALE: NONE HORIZ.
3/16"= 1'-0" VERT. INV. EL. 904.5
INV. EL. 904.0
W
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44
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SHEET
4
OF
5

DESIGN
JFP
VALVE No. 1
TERTIARY
FILTER
SEE SHEET 6
FOR PLAN AND
ELEVATION
SEE SHEET
1 FOR
CONTINUATION
8'-0„
CLARIFIER
o•
1. ■ILENNEMENNENNE'
f
III MIME IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll IIIIIIII
11 IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIII�
iiiiiiii I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN 111111���IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111
EDGE OF CONCRETE SLAB (TYP.)
TWO 3" & TWO 1 1/2" AIR LINES FROM
BLOWER/ELECTRICAL/PUMP BUILDING
MULTI -LINE AERIAL
AIRLINE SUPPORT
SEE DETAIL SHT. 8
111
IIIIIIIIIIIIIIIIIIIII
WELDED STEEL
HANDRAIL (TYP.)
BAFFLE
2" MUDWELL DISCHARGE
AERATION BASIN
(TWO @ 30,000 GALLONS EACH)
4"0 SLUDGE RETURN LINE
2 1/2"0 SKIMMER LINES
111111111111111111111111111111111111111111111111111111111111111111
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
SERVICE WALKWAY IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
2 1/2"0 SKIMMER LINES
"0 SLUDGE RETURN LINE
PLAN VIEW
SCALE: 3/8"= 1 '-0"
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
TO DIRECT MUDWELL
PUMP DISCHARGE TO:
VALVE 1
VALVE 2
VALVE 3
FLOW EQ. TANK
C
C
0
SLUDGE HOLDING TANK
C
0
C
WASTEWATER SYSTEM
0
C
C
O = OPEN
C = CLOSED
•
4" CAM -LOCK CONNECTIONS
(ONE EACH TRAIN)
12'-0"
SLUDGE HOLDING TANK
(TWO @ 10,400 GAL. EACH)
"0 F.E. OVERFLOW - ELEV. 914.20
SUPPLY PUMPS TO EXISTING
TREATMENT SYSTEM (2 REQ'D)
6"0 SCH. 40 PIPE
3" DECANT AIRLIFT
ASSEMBLY -OPERABLE
FROM WALKWAY - SEE
DETAIL SHT. 11
1'
I I
IIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIII I11111111111111111111111111111111111111111111
III
VALVE No. 2
J1.
7'-0"
FLOW EQUALIZATION BASIN
(12, 150 GALLONS)
SAFETY CHAIN
IIIII�� i�.
----
...... Emm=
4
ill 1■mm.
--=cig=iiii
----111-----LVM
__
. =I..
L I■■■■■■' ■■■■■■■
immor !I orm...•■
�8
■■h H_------
I�IYI�.\\I�Z7 iMt Yl1=====,Irli
FLOW EQUALIZATION
PUMP (2 REQ'D)
►rf
VALVE No. 3
I' I
0
0
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U
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IMITED LIABILITY COMPANY ANNUAL REPORT •
10/2017
NAME OF LIMITED LIABILITY COMPANY: JPC Utilities LLC
SECRETARY OF STATE ID NUMBER: 0579867
REPORT FOR THE CALENDAR YEAR: 2021
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION:
1. NAME OF REGISTERED AGENT: Cooke, Philip M.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
NC
Filing Office Use Only
E - Filed Annual
Report
0579867
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2203 Oak Ridge Road 2203 Oak Ridge Road
Oak Ridge, NC 27310 Guilford County Oak Ridge, NC 27310
SECTION B: PRINCIPAL OFFICE INFORMATION
1, DESCRIPTION OF NATURE OF BUSINESS: Water & Sewer Utility Provider
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
2203 Oak Ridge Road
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
P.O. Box 345
Oak Ridge, NC 27310 Oak Ridge, NC 27310
6. Select one of the following if applicable. (Optional see Instructions)
ElThe company is a veteran -owned small business
I 1 The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jerry M Cooke
TITLE: Managing Member
ADDRESS:
1690 NC 68 N
Oak Ridge, NC 27310
NAME: Philip M Cooke NAME: Phyllis H Cooke
TITLE: Managing Member
TITLE: Member
ADDRESS: ADDRESS:
1690 NC 68 N 1690 NC 68 N
Oak Ridge, NC 27310 Oak Ridge, NC 27310
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Philip M Cooke 4/17/2021
SIGNATURE DATE
Fomi must be signed by a Company Official listed under Section C of This form.
Philip M Cooke Managing Member
Print or Type Name of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525
Print or Type Title of Company Official

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Drrecrar
NORTH CAROLINA
Environmental Quality
October 25, 2021
CERTIFIED MAIL 7018 1130 0000 1612 8908
RETURN RECEIPT REQUESTED
Philip Cooke, Manager
JPC Utilities LLC
P.O. Box 345
Oak Ridge, North Carolina 27310
SUBJECT: Permit Modification Request
Oak Ridge Commons
Reclaimed Water and Wastewater Irrigation System
Permit No. WQ0019755
Dear Mr. Cooke:
After a review of your response to the October 7, 2021 Notice of Violation (NOV-2021-
PC-0324) from the Division of Water Resources (Division) Winston Salem Regional Office
and the Non -Discharge Permitting Branch, the Division requests that a permit
modification application be submitted within sixty (60) days of receipt of this letter. Per
North Carolina General Statute 143-215.1(a}(3) a permit is required to "alter, extend, or
change the construction or method of operation of any sewer system, treatment works,
or disposal system within the State."
The application should address the following modified system components:
1. The piping connecting the mudwell in the package plant serving the reclaimed
system and the standard wastewater system.
2. The pipe in the package plant from the tertiary filters to the chlorine contact
chamber.
3. The pipe from the mudwell to the sludge basin.
4. The package plant tertiary filter media.
5. The modification to the pumps in the sand filter dosing tank of the standard
wastewater system.
An updated Operations and Maintenance Plan, engineer certification, and updated
system plans should be included with this permit modification. If you have any questions,
please contact Caitlin Caudle or me at the letterhead address and phone number or by
email at caitlin.caudle(ncdenr.gov.
North Carolina Department of Environmental QUaiity 1 Division of Water Resources
Winston-Salem Regional Office 1 450 West HancsMili)load, Suite 300 1 Winston-Salem. North Carolina 27105
336.776.9800

Sincerely,
for
hy:
[DomSigned
6.�. 4. jinx
OD2D3CE3F1B1456...
Lon T. Snider
Regional Supervisor
Winston Salem Regional Office
Division of Water Resources, NCDEQ-DWR
Enc: Renewal Application
Cc: Doug Smith, dougaipc-management.com
John Phillips, jfphillipsibellsouth.net
Non -Discharge Permitting Branch
WSRO Electronic Files
North Carolina Department of Environmental quality I Division of Water Resources
Winston-Salem Regional Office 1 450 West Hanes Mill Road, Suite 300 I Winston-Salem, North Carolina 27105
336,776,9800

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
PHILIP COOKE — MANAGER
JPC UTILITIES LLC
POST OFFICE Box 345
OAK RIDGE, NORTH CAROLINA 27310
Dear Mr. Cooke:
NORTH CAROLINA
Environmental Quality
September 14, 2020
Subject: Permit No. WQ0019755
Oak Ridge Commons WWTP
Reclaimed Water Generation,
Dedicated Utilization, and
Wastewater Irrigation System
Guilford County
In accordance with your permit renewal request received May 21, 2020, and subsequent additional
information received August 18, 2020, we are forwarding herewith Permit No. WQ0019755 dated
September 14, 2020, to JPC Utilities LLC for the continued operation of the subject reclaimed water
generation, dedicated utilization, and wastewater irrigation facilities. Please note that this renewed permit
shall become effective on December 1, 2020 (i.e., the day after the expiration date of the existing permit).
This permit shall be effective from December 1, 2020 through May 31, 2027, shall void Permit No.
WQ0019755 issued December 4, 2015, and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than December 2, 2026.
Please pay attention to the monitoring requirements listed Attachments A and B for they may differ
from the previous permit issuance. Failure to establish an adequate system for collecting and maintaining
the required operational information shall result in future compliance problems.
The Division has removed the following permit conditions since the last permit issuance
dated December 4, 2015:
2015:
➢ Old Condition IIL9. — Turbidimeter calibration requirement has been integrated in Condition
IV.9.
➢ Old Condition VI.2. — The permit is not voidable.
The following permit conditions are new since the last permit issuance dated December 4,
➢ Condition L1. — This condition requires that an effluent meter for the 2,184,040 gallon 5-day
upset pond be installed.
➢ Conditions IL 11., 11.12., and 11.13. — The conditions specify the separation distances of
reclaimed water distribution lines from water lines, wells, and sewer lines.
GDE INA
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919,707.9000
NORTH CAM! ON epnnenl pf EnWrorpnmenWi puality

Mr. Philip Cooke
September 14, 2020
Page 2 of 2
➢ Condition IL20. — Setbacks were updated based on when the facilities were originally permitted
or modified.
➢ Condition III.18. — This condition requires that metering equipment be tested and calibrated
annually.
➢ Condition IIL20. — This condition requires that continuous online monitoring and recording for
turbidity and flow be provided.
➢ Attachment A — The flow for PPI 001 and PPI 002 have been updated to 30,000 gallons per
day (GPD) and 6,000 GPD, respectively, according to a recent site visit.
➢ Attachment B — The acreages and the coordinates of the fields have been updated according to
the information received on August 18, 2020. The hourly rates for the reclaimed irrigation
zones and the wastewater irrigation zones have been updated to 0.3 inches per hour and 0.25
inches per hour, respectively, based on the Regional Office's recommendation.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Vivien Zhong at (919)
707-3627 or [e-mail].
Sincerely,
7/Aftlicifq,AdA=P
S. Daniel Smith, Director
Division of Water Resources
cc: Guilford County Health Department (Electronic Copy)
Winston Salem Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION, DEDICATED UTILIZATION, AND WASTEWATER
IRRIGATION SYSTEM PERMIT
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
JPC Utilities LLC
Guilford County
FOR THE
operation of a 36,000 gallon per day (GPD) reclaimed water generation, dedicated utilization and
wastewater irrigation facility consisting of the:
continued operation of a 30,000 GPD reclaimed water generation and dedicated utilization system
consisting of: a manually cleaned bar screen; a 12,150 gallon flow equalization basin with two 38 gallon
per minute (GPM) pumps and a 25 cubic feet per minute (CFM) aerator; a flow splitter box with an overflow
to the equalization basin; two 30,000 gallon aeration basins each containing three 170 CFM blowers; two
3,750 gallon clarifiers; two 10,400 gallon sludge storage basins each with a 35 CFM blower; two tertiary
filters; a 2,625 gallon clearwell with an ultrasonic effluent flow measuring device; a turbidimeter; a
permanent auxiliary power source; a 3,127 gallon mudwell; a tablet chlorinator; a 3,751,026 gallon storage
pond; a 2,184,040 gallon 5-day upset pond; a 16.98 acre dedicated utilization area; and all associated piping,
valves, controls, and appurtenances; and the
continued operation of a 6,000 GPD wastewater treatment and irrigation system consisting of: a 14,000
gallon septic tank; a 12,000 gallon recirculation pump station with two 2 horsepower (hp) pumps; a
synthetically lined 106 by 54 foot recirculating sand filter; a tablet chlorinator; an effluent flow meter; a
7.26 acre spray irrigation area; and all associated piping, valves, controls, and appurtenances
to serve the Oak Ridge Commons WWTP, with no discharge of wastes to surface waters, pursuant to the
application received May 21, 2020, subsequent additional information received August 18, 2020, and in
conformity with the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from December 1, 2020 through May 31, 2027, shall void Permit No.
WQ0019755 issued December 4, 2015, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. Within 90 days of the effective date of this permit, an effluent meter for upset flows to the 2,184,040
gallon 5-day upset pond shall be installed so that the volume of effluent flow diverted from the
reclaimed water treatment system to the upset pond can be measured and included on daily flow
reporting for the non -reclaimed wastewater irrigation (PPI 002). [15A NCAC 02T .0505(t)]
WQ0019755 Version 4.0 Shell Version 200201 Page 1 of 11

2. The Permittee shall request renewal of this permit on Division -approved forms no later than December
2, 2026. [15A NCAC 02T .0105(b), 02T .0109]
II. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject reclaimed water and wastewater irrigation
facilities so there is no discharge to surface waters, nor any contravention of groundwater or surface
water standards. In the event the facilities fail to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, the Permittee shall take immediate
corrective actions, including Division required actions, such as the construction of additional or
replacement reclaimed water generation, dedicated utilization, and wastewater irrigation facilities.
[15A NCAC 02T .0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Limitations for generated reclaimed water and wastewater effluent shall not exceed those specified in
Attachment A. [15A NCAC 02T .0108(b)(1)(A), 02U .0301]
4. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0108(b)(1)(A), 02U .0401(g)]
5. The Permittee shall connect the irrigation system to a rain or moisture sensor designed to prevent
irrigation during precipitation events or wet conditions. [15A NCAC 02T .0505(x), 02U .0401(k)]
6. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public
or employees that the water is not intended for drinking [15A NCAC 02U .0403(b)]
7. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or
otherwise marked to identify the source of the water as being reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK". Identification tape shall be installed on top of reclaimed water pipelines, fastened at least
every 10 feet to each pipe length and run continuously the entire length of the pipe; and
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water
shall be taped or otherwise identified as noted in II.7.a. and II.7.b. This identification need not
extend the entire length of the distribution system but shall be incorporated within 10 feet of
crossing any potable water supply line or sanitary sewer line.
[15A NCAC 02U .0403(c)]
8. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
9. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -potable
quality. As an alternative to the use of locked vaults with standard hose bib services, other locking
mechanisms such as hose bibs that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
WQ0019755 Version 4.0 Shell Version 200201 Page 2 of 11

10. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
11. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards in accordance with 15A NCAC 18C. [15A NCAC 02U
.0403(g), 02U .0403(h)]
12. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well. [15A NCAC 02U .0403(g), 02U .0403(i)]
13. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .0403(g), 02U .0403(j)]
14. Reclaimed water irrigation fields (i.e., RC-01 through RC-08) permitted prior to September 1, 2006
have compliance and review boundaries established at the property boundary. Any exceedance of
groundwater standards at or beyond the compliance boundary shall require corrective action. Division -
approved relocation of the compliance boundary shall be noted in Attachment B. Multiple contiguous
properties under common ownership and permitted for use as a disposal system shall be treated as a
single property with regard to determination of a compliance boundary. [15A NCAC 02L .0106, 02T
.0105(h), 02H .0219(k)(1)(C)(i)(III), G.S. 143-215.1(i), G.S. 143-215.1(k)]
15. Wastewater irrigation fields (i.e., UP-01 through UP-07) permitted on or after December 30, 1983 have
a compliance boundary that is either 250 feet from the wastewater irrigation area, or 50 feet within the
property boundary, whichever is closest to the wastewater irrigation area. Any exceedance of
groundwater standards at or beyond the compliance boundary shall require corrective action. Division -
approved relocation of the compliance boundary shall be noted in Attachment B. Multiple contiguous
properties under common ownership and permitted for use as a disposal system shall be treated as a
single property with regard to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2),
02L .0107(b), 02T .0105(h), G.S. 143-215.1(i), G.S. 143-215.1(k)]
16. The review boundary is midway between the compliance boundary and the wastewater irrigation area
(i.e., UP-01 through UP-07). Any exceedance of groundwater standards at or beyond the review
boundary shall require preventative action. [15A NCAC 02L .0106(d)(1), 02L .0108]
17. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [15A NCAC
02L .0107(c)]
18. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107]
19. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Guilford County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
WQ0019755 Version 4.0 Shell Version 200201 Page 3 of 11

20. The facilities herein were permitted per the following setbacks:
a. The reclaimed water irrigation sites (i.e., RC-01 through RC-08) were originally permitted July 11,
2005. The setbacks for spray irrigation sites originally permitted or modified from June 1, 1996 to
August 31, 2006 are as follows (all distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
iii. Each water supply well: 100
iv. Each non -potable well: 10
v. Each swimming pool: 25
[15A NCAC 02H .0219(k)(1)(C)(i)]
b. The wastewater irrigation sites (i.e., UP-01 through UP-07) were originally permitted September
21, 2001. The setbacks for spray irrigation sites originally permitted or modified from February 1,
1993 to August 31, 2006 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 400 1
ii. Each private or public water supply source: 100
iii. Surface waters: 100
iv. Groundwater lowering ditches: 100
v. Surface water diversions (upslope): 100
vi. Surface water diversions (downslope): 100
vii. Each well with exception of monitoring wells: 100
viii. Each property line: 150 2.3
ix. Top of slope of embankments or cuts of two feet or more in vertical height: 15
x. Each water line: 10
xi. Each swimming pool: 100
xii. Public right of way: 50
20
15
2
xiii. Nitrification field:
xiv. Each building foundation or basement:
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
3 Per a setback waiver recorded in the Guilford County Register of Deeds, reduced setbacks from
the wetted area to any property line are as follows:
Parcel No.
Deed Book / Page
Setback
Easement
7808734441
7758 / 466-468
0 feet
150 feet
[15A NCAC 02H .0219(j)(5)]
WQ0019755 Version 4.0 Shell Version 200201
Page 4 of 11

c. The storage and treatment units were originally permitted September 21, 2001 and July 11, 2005.
The setbacks for storage and treatment units originally permitted or modified from June 1, 1996 to
August 31, 2006 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 100 1
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 2, 3
vi. Nitrification field:
2
20
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
3 Per setback waivers recorded in the Guilford County Register of Deeds, reduced setbacks from
the storage and treatment units to any property line are as follows:
Parcel No.
Deed Book / Page
Setback
Easement
7808734441
7758 / 466-468
0 feet
50 feet
7808639385
7758 / 463-465
0 feet
50 feet
[15A NCAC 02H .0219(j)(5)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [15A NCAC
02T .0500, 02U .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A description of anticipated maintenance of the system;
c. Provisions for safety measures, including restriction of access to the site and equipment; and
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies;
[15A NCAC 02T .0507(a), 02U .0801(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e)]
WQ0019755 Version 4.0 Shell Version 200201 Page 5 of 11

5. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0507(b), 02U .0801(b)]
6. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c), 02U .0801(c)]
7. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0505(x), 02U .0401(k)]
8. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d),
02U .0801(d)]
9. Only reclaimed water and treated effluent generated from the Oak Ridge Commons WWTP shall be
irrigated on the sites listed in Attachment B. [15A NCAC 02T .0501, 02U .0101]
10. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(e), 02U .0801(e)]
11. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation (i.e., UP-
01 through UP-07) facilities. [15A NCAC 02T .0505(q), 02U .0402(e)]
12. Public access to reclaimed water utilization sites (i.e., RC-01 through RC-08) shall be controlled during
active site use. Such controls may include the posting of signs showing the activities being conducted
at each site. [15A NCAC 02U .0501(a)(2)]
13. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [15A NCAC
02T .0508, 02T .1100, 02U .0802].
14. The Permittee shall not divert or bypass untreated or partially treated reclaimed water from the subject
facilities. [15A NCAC 02T .0505(j), 02U .0402(g)]
15. Freeboard in the 3,751,026 gallon storage pond and the 2,184,040 gallon 5-day upset pond shall not be
less than two feet at any time. [15A NCAC 02T .0505(d), 02U .0401(h)]
16. Gauges to monitor water levels in the 3,751,026 gallon storage pond and the 2,184,040 gallon 5-day
upset pond shall be provided. These gauges shall have readily visible permanent markings, at inch or
tenth of a foot increments, indicating the following elevations: maximum liquid level at the top of the
temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage
volume; and the lowest point on top of the dam. [15A NCAC 02T .0507(f), 02U .0801(f)]
17. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T .0507(g),
02U .0801(g)]
18. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d), 02U .0801(d)]
19. An automatically activated standby power source capable of powering all essential treatment units shall
be on site and operational at all times. If a generator is employed as an alternate power supply, it shall
be tested weekly by interrupting the primary power source. [15A NCAC 02T .0505(1), 02U .0401(d)]
20. Continuous online monitoring and recording for turbidity or particle count and flow shall be provided
prior to storage, distribution, or utilization of reclaimed water. [15A NCAC 02U .0401(b)]
WQ0019755 Version 4.0 Shell Version 200201 Page 6 of 11

21. If turbidity exceeds 10 NTUs or if the permitted pathogen levels cannot be met, all effluent shall be
routed to the five day upset pond until the problems associated with the reclaimed water generation
system have been corrected. The water in the five day upset pond shall be pumped back to the treatment
plant headworks for re -treatment or treated in the five day upset pond prior to utilization. [15A NCAC
02U .0402(d)]
22. The Permittee shall provide notification to the public and its employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501(a)(2)]
23. The Permittee shall develop and implement an education program to inform users and its employees
about the proper use of reclaimed water. Educational material shall be provided to all residents and/or
other facilities provided with reclaimed water, and these materials shall be maintained consistent with
the reclaimed water uses. All educational materials shall be made available to the Division upon
request. [15A NCAC 02U .0501(a)(4)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of reclaimed water irrigated. These records
shall include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., water level to the lowest embankment elevation) in the 3,751,026 gallon storage pond
and the 2,184,040 gallon 5-day upset pond shall be measured to the nearest inch or tenth of a foot, and
recorded weekly. Weekly freeboard records shall be maintained for five years, and shall be made
available to the Division upon request. [15A NCAC 02T .0108(c)]
WQ0019755 Version 4.0 Shell Version 200201 Page 7 of 11

7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
8. The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0508(b), 02U .0802(b)]
9. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Date of turbidimeter calibration;
d. Date and results of power interruption testing on alternate power supply;
e. Visual observations of the plant and plant site; and
f. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.); and
g. Record of all discharges of reclaimed water to surface waters or the land surface, including the date
of occurrence, estimated volume, and corrective action taken.
[15A NCAC 02T .0507(h), 02U .0801(h)]
10. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each wastewater irrigation site (i.e., UP-01 through UP-07) listed in Attachment B. These results shall
be maintained at the facility for five years, and shall be made available to the Division upon request.
Each Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T .0108(c)]
WQ0019755 Version 4.0
Shell Version 200201
Page 8 of 11

11. Noncompliance Notification:
The Permittee shall report to the Winston Salem Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any failure resulting in a discharge untreated or partially treated wastewater to surface waters.
d. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.9.g. but do not require Regional Office notification.
e. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
f. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Winston Salem Regional Office within
five days of first knowledge of the occurrence, and this report shall outline the actions proposed or
taken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water generation, dedicated utilization, and wastewater irrigation facilities. [15A NCAC 02T .0507(i),
02U .0801(i)]
2. The Permittee shall inspect the reclaimed water generation, dedicated utilization, and wastewater
irrigation facilities to prevent malfunctions, facility deterioration, and operator errors that may result in
discharges of wastes to the environment, threats to human health, or public nuisances. The Permittee
shall maintain an inspection log that includes the date and time of inspection, observations made, and
maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for
a period of five years from the date of the inspection, and this log shall be made available to the Division
upon request. [15A NCAC 02T .0507(h), 02T .0507(i), 02U .0801(h), 02U .0801(i)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water generation, dedicated utilization, and
wastewater irrigation facilities permitted herein at any reasonable time for determining compliance with
this permit. Division authorized representatives may inspect or copy records maintained under the
terms and conditions of this permit, and may collect groundwater, surface water, or leachate samples.
[G. S. 143-215.3(a)(2)]
WQ0019755 Version 4.0 Shell Version 200201 Page 9 of 11

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .0105(j)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
WQ0019755 Version 4.0 Shell Version 200201 Page 10 of 11

9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 14th day of September 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7tgair.g,4•4-P'
T. S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0019755
WQ0019755 Version 4.0 Shell Version 200201 Page 11 of 11

THIS PAGE BLANK

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— Reclaimed Water Generation System Effluent
Permit Number: WQ0019755
Version: 4.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly Monthly
Average Geometric Mean
Daily Minimum Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10 15
Monthly
Grab
50060
Chlorine, Total Residual
mg/L
5 x Week
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
14 25
Monthly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
30,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4 6
Monthly
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
Monthly
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
Monthly
Grab
00600
Nitrogen, Total (as N)
mg/L
Monthly
Grab
00400
pH
su
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
Monthly
Grab
00530
Solids, Total Suspended
mg/L
5
10
Monthly
Grab
00076
Turbidity, HCH Turbidimeter
NTU
10
Continuous
Recorder
WQ0019755 Version 4.0 Attachment A
Page 1 of 2

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 — Wastewater Treatment System Effluent
Permit Number: WQ0019755
Version: 4.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly Monthly
Average Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
4 x Year I
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
4 x Year'
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
6,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4 x Year I
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
4 x Year I
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
4 x Year I
Grab
00600
Nitrogen, Total (as N)
mg/L
4 x Year I
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
4 x Year I
Grab
00530
Solids, Total Suspended
mg/L
4 x Year'
Grab
1. 4 x Year sampling shall be conducted in March, June, September, and December.
WQ0019755 Version 4.0 Attachment A Page 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
RECLAIMED WATER DEDICATED LAND APPLICATION SITES
JPC Utilities LLC - Oak Ridge Commons WWTP
Permit Number: WQ0019755 Version: 4.0
IRRIGATION AREA INFORMATION
APPLICATION LEVHTATIONS
Field
Owner
Lessee
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
RC-01
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.172800°
-79.992500°
2.11
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-02
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.172800°
-79.993600°
2.11
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-03
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.173600°
-79.994200°
2.10
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-04A
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.176100°
-79.995100°
1.46
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-04B
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.176800°
-79.994900°
0.95
Cecil/Appling
01284 - Non -Discharge Application Rate
0.30
36.84
inches
RC-05A
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177200°
-79.995000°
0.59
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-05B
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177200°
-79.994700°
1.57
Cecil/Appling
01284 - Non -Discharge Application Rate
0.30
36.84
inches
RC-06A
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177500°
-79.993600°
0.99
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-06B
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177500°
-79.993600°
1.06
Cecil/Appling
01284 - Non -Discharge Application Rate
0.30
36.84
inches
RC-07A
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177800°
-79.991900°
0.92
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
RC-07B
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.177800°
-79.991900°
1.10
Cecil/Appling
01284 - Non -Discharge Application Rate
0.30
36.84
inches
RC-08
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.176700°
-79.992900°
2.02
Vance/Helena
01284 - Non -Discharge Application Rate
0.30
22.21
inches
Totals
16.98
WQ0019755 Version 4.0 Attachment B
Page 1 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
WASTEWATER IRRIGATION LAND APPLICATION SITES
JPC Utilities LLC - Oak Ridge Commons WWTP
Permit Number: WQ0019755 Version: 4.0
IRRIGATION AREA INFORMATION
APPLICATION LEVHTATIONS
Field
Owner
Lessee
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
UP-01
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.173400°
-79.993500°
0.88
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-02
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.173800°
-79.993400°
0.76
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-03
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.174100°
-79.993600°
1.07
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-04
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.174600°
-79.993400°
1.30
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-05
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.175100°
-79.993600°
1.13
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-06
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.176600°
-79.994100°
1.07
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
UP-07
JPC Monroe, LLC
JPC Utilities LLC
Guilford
36.176900°
-79.993200°
1.05
Vance/Helena
01284 - Non -Discharge Application Rate
0.25
22.21
inches
Totals
7.26
WQ0019755 Version 4.0 Attachment B Page 2 of 2

REGGIE K. MEADOWS
PIN: 7808753801
(�N;; EX. WELL
OAK RIDGE FOUNDATION INC. 500 500
al" EX.
�_ --r-
-/' I v v \ 0
v
vv ' CvCENTRAL BAP'ICT
-1
i ,) �, e,HUR H INC. vIbF
J r/ ' OAK IRIDGEI\ 1
ROY L. P RIJ S\ I PIN: 781)8748206 v \
PIN: 7808748583 1 I 1 I
I
/
l_ / / / 1
, 1
v // ▪ / / /
/
/
REGGIE K. MEADOWS /v // / / /' =
PIN: 7808753801 / /
/// // // / // �/� �� /
- /
aW� EX. WELL ��Vv\
A \v - �� �� ��/\\�.� I 1_ •r 1 \ ��
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SCOTT BENTON PARRISH
PIN: 7808752503
�1N;) EX. WELL
PATRICIA R.
PARRISH
PIN: 7808659514
t;W) EX. 'YELL
0
EDWARD J. &
HANNELORE E.
VON DER LIPPE
PIN: 7808655599
ROBERT & DIANE
UNDERWOOD
PIN: 7808559677
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SPRAT;
KATHLEEN p. REME'►
BIRKLAND (*
PIN: 7808,636222 /
r
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ROY HO TO v
NELTA NE O &
RICKY WAYN'_ NES
PIN: 78086541i1691%
� I
((\ EX. WELL
ELIAS ANGEL RIVERA
PIN: 7808651324
oosS
FRANKLIN RAY &
BEULAH L. YOST
00S PIN:7808556298
009
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/ l\\
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/\•/\/\/\/� /
\ RYAN P. & JULIE McGIRR
\ PIN:7808640998
eW;; EX. WELL
(�W; EX. WELL
CAROLYN C. SVEDDELIUS
PIN: 7808640666
009 009
/
)il
/
� I1
gilitttok-
TR PLE NIC
LLC
PIS► :_78087389
/ SPRAY HEADS
REMOVED
> yv'yv'yv'yv'yv' <
\ / /\/\/\/\/\/\/\/\
al)) EX. WELL
"EX. WELL
I \ l
TOWN OF OAK RIDGE
PIN: 7808544044
009 009
JOHNNY ALLEN &
DENERA RUTH)VI!
DAVIS-
/ PIN:7833397
-- v
i \ V A
�� vv v
�-�NY
ALLEN &
DENERA RUTH
M. DAVIS
PIN: 7808632374
DAVID J. &
KELLY P. NEAL
PIN: 7808726607
r11 \\
PAMELA J.
SCHULTZ TRUST
11 \
PIS 7808720961
1 1 \ I
II /
1 i
' KW;; EX. WELL - cn
/
c ,,) EX. WELL
/' BRIAN VATRICK &
/
v\ JANA FAITH FREY
1 \\ PIN: 08627917
I
I
WILLIAM I
POE & LISA,
ANN
RANCER
\ PIN: 7808632374
LEGEND
500 —
(W; EX. WELL
JUANITA L.
BROWNING
PIN: 7808721376
(gAl' EX. WELL
SAMUEL C. &
VICTORIA R. COOK
PIN: 7808627656
WILLIAM S. NEWMAN
& DANA NEWMAN
SIGMON
PIN: 7808624643
REBECCA SMITH RUSSELL
PIN: 7808622879
COMPLIANCE BOUNDARY
REVIEW BOUNDARY
WETTED PERIMETER OF SPRAY FIELDS
LIMITS OF SPRAY ZONES
500' SETBACK FROM WETTED PERIMETER
PROPERTY BOUNDARY
EXISTING WELL
RECLAIMED WATER SPRINKLER
WASTEWATER SPRINKLER
,,W;; EX.
--
TOWN OF OAK RIDGE
PIN: 7808529784
NOTES:
1. ADJACENT PROPERTY BOUNDARIES AND HOUSE
LOCATIONS TAKEN FROM GUILFORD COUNTY GIS.
DESIGN
DRAWN
JLB
CHECKED
JFP
SCALE
1'= 100'
FILE
SiteMap with Areas
SHEET
H
cn
cn
7-1