WQ0002503_Renewal Application_20211230

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) * WQ0002503
Applicant/Permittee Frit Car, Inc.
Applicant/Permittee Address 2021 US-17N Bridgeton, NC 28519
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Organization
Facility Name Bridgeton Facility
County Craven
Fee Category Minor Fee Amount $0
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?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Complete App Date 12/30/2021
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*
Timothy Floyd
Email Address* Phone Number*
[e-mail] 12059130330
Project Information
Application/Document Type *
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
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.deg.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Permit Number: *
Applicant/Permittee *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Frit Car, Inc.
WQ0002503
Has Current Existing permit number
Applicant/Permittee Address* 2021 US-17N Bridgeton, NC 28519
Facility Name* Bridgeton Facility
Please provide comments/notes on your current submittal below.
Longitude values for wells, facility location and treatment plant locations should have an 0
after the decimal degrees, however the form would truncate out the zero when entered into
form (e.g.-77.32043 should be -77.032043)
High -Rate Infiltration
Reclaimed Water
Residuals
Other
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Permit Package 12.26.21.pdf 32.63MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Signature
Submission Date 12/30/2021

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEM — RENEWAL
FORM: WWIS-R 02-21
Pursuant to 15A NCAC 02T .0107(b), if the application does not include all required information and the necessary supporting
documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A
NCAC 02T .0100, 15A NCAC 02T .0500, and Division Policies. For more information, visit the Water Quality Permitting
Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments
uploaded as a single Portable Document Format (PDF) file to https://edocs.dea.nc.2ov/Forms/NonDischar2e-Branch-Submittal-
Form-Ver2, or emailed to Non-Dischar2e.Reports(a ncdenr.2ov if less than 20 megabytes (MB).
SECTION I — APPLICANT INFORMATION
1.
Applicant: Frit Car, Inc
2.
Permit No.: WQ002503
3.
Signature authority: Michael Newby
Phone number: [phone] Office
Title: Vice -President
Email: [e-mail]
4.
Mailing address: PO Box 1340
State: AL Zip: 36427-
City: Brewton
5.
Contact person: Michael Newby
Primary phone number: [phone] Office
Email: [e-mail]
Secondary phone number: [phone] Cell
SECTION II — FACILITY INFORMATION
1. Physical address: 2021 US-17N
City: Bridgeton
2. Treatment facility coordinates to the sixth decimal degree:
Latitude: 35.157673° Longitude: -77.32043°
County: Craven
State: NC
Parcel No.: 2-039-096
Zip: 28519-
Method: Map interpretation by extraction
SECTION III — FLOW INFORMATION
1.
Permitted flow: 867 GPD (The maximum allowable flow based on what has been permitted)
2.
As -built flow: 867 GPD (The maximum allowable flow based on what has been constructed)
3.
Average flow: 0 GPD (The average of all reported flows on the previous calendar year's NDMRs)
4.
Hydraulic capacity: 100 % (Divide the average flow in Item 3 by the As -built flow in Item 2)
5.
Wastewater composition: Domestic : % Industrial: 100 %
Stormwater:
%
1. Billing address: 2021 US-17N
City: Bridgeton
State: NC
Zip: 28519-
2. Verify the Applicant does not have any overdue annual fees:
https://deq.nc. gov/about/divisions/water-resources/water-resource s-permits/wq-epayments
Pursuant to 15A NCAC 02T .0120(c), permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: WWIS-R 02-21
Page 1 of 6

SECTION V — OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION
1. ORC: Danny Hornbeck
Mailing address: 245 Macedonia
City: Vanceboro
Phone number: ( ) - Select
Grade: -- Certification No.: 26718
State: NC Zip: 28586-
Email: [e-mail]
2. Back -Up ORC: NA
Mailing address:
City:
Phone number: (
- Select
Grade: Certification No.:
State:
Email:
Zip:
SECTION VI — OPEN
STRUCTURES
-ATMOSPHERE
1. List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type
Parcel No.
Volume (gal)
Liner Type
Freeboard (ft)
Latitude
Longitude
Treatment/Storage
2-039-096
1,900
Full, concrete
1
35.157673°
-77.32043°
Treatment
2-039-096
1,100
Full, metal
1
35.157673°
-77.32043°
Storage
2-039-096
30,000
Full, metal
5
35.157586°
-77.31796°
Treatment
2-039-096
1,500
Select
1
35.157673°
-77.32043°
IF SECTION VII — RELATED PERMITS
1.
List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit.
Attach additional sheets if necessary.
Permit Type
Permit No.
Relationship Type
Select
Select
Select
Select
Select
Select
Select
Select
111 SECTION VIII — MONITORING WELLS
1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary.
Well Name
Parcel No.
Status
Gradient
Location
Latitude
Longitude
1
2-039-096
Active
Cross gradient
Between CB and RB
35.154657°
-77.3191°
2
2-039-096
Active
Upgradient
Inside Review Boundary
35.153965°
-77.32600°
3
2-039-096
Inactive
Cross gradient
On Review Boundary
35.154149°
-77.31948°
4
2-039-096
Active
Downgradient
Inside Review Boundary
35.154548°
-77.32156°
5
2-039-096
Active
Downgradient
Inside Review Boundary
35.154807°
-77.31994°
6
2-039-096
Active
Cross gradient
Inside Review Boundary
35.154284°
-77.31853°
7
2-039-096
Active
Upgradient
On Compliance Boundary
35.153745°
-77.32866°
Select
Select
Select
. °
- °
Select
Select
Select
. °
- °
Select
Select
Select
. °
- °
Select
Select
Select
. °
- °
FORM: WWIS-R 02-21
Page 2 of 6

■ SECTION IX — IRRIGATION FIELDS
1. List all irrigation fields associated with the renewing permit. Attach additional sheets if necessary.
Field
County
Parcel No.
Deeded Owner
Area
Cover Crop
Latitude
Longitude
1
Craven
Frit Car, Inc
1.10
Bermuda & Rye
Grass
35.154251°
-77.32570°
0
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
Total Acreage:
1.1
FORM: WWIS-R 02-21
Page 3 of 6

Was the facility originally permitted or had a major modification issued after September 1, 2006?
❑ Yes — Pursuant to 15A NCAC 02T .0105(d), submit a site map pursuant to the requirements in 15A NCAC 02T .0504(d). These
requirements are:
❑ 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, storage, and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ 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 wastewater treatment, storage,
and irrigation sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
❑ Setbacks as required by 15A NCAC 02T .0506.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage, and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage, and irrigation sites.
® No — Skip Attachment A.
ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)?
® Yes — Skip Attachment B.
❑ No — Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign.
Does the existing permit include an approved flow reduction?
❑ Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved
flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 15A
NCAC 02T .0114(f).
® No — Skip Attachment C.
ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately -Owned Public Utility?
❑ Yes — Pursuant to 15A NCAC 02T .0115(a)(1), submit the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise.
® No — Skip Attachment D.
ATTACHMENT E — OPERATIONAL AGREEMENT
Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold?
❑ Yes (Home/Property Owners' Association) —Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: HOA). Pursuant to 15A NCAC 02T .0115(c), if the applicant is a legally formed Homeowners' or Property Owner's
Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
❑ Yes (Developer of Lots to be Sold) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: DEV). Pursuant to 15A NCAC 02T .0115(b), if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws.
Z No — Skip Attachment E.
FORM: WWIS-R 02-21
Page 4 of 6

ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
Is the applicant a municipality, county, sanitary district, or public utility?
❑ Yes — Proceed to the next question.
i1 No — Skip Attachment F.
Does the hydraulic capacity in Section III, Item 4 exceed 70%?
❑ Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to 15A NCAC 02T .0118(1), prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee
shall submit an engineering evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation shall
outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing system,
elimination or reduction of extraneous flows, or water conservation and shall include the source of funding for the improvements.
If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be
met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other
measures to achieve waste flow reductions.
❑ Yes (the hydraulic capacity greater than 80%) — Proceed to the next question.
❑ No — Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%?
❑ Yes (the hydraulic capacity is greater than 80%) — Pursuant to 15A NCAC 02T .0118(2), prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all
permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future
growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
❑ No — Skip Attachment F.
ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, and irrigation system?
® Yes — Skip Attachment G.
❑ No — Pursuant to 15A NCAC 02T .0116(c), provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, and irrigation system on
property not owned by the Permittee.
Are the Permittee's affiliations of record correct? Check affiliations.
® Yes — Skip Attachment H.
❑ No — Provide the corrected affiliations and their contact information.
ATTACHMENT I — COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
❑ Yes — Submit documentation that the compliance schedules have been met.
® No — Skip Attachment I.
ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS
Does the Permittee have any existing civil penalties or outstanding violations?
❑ Yes (civil penalties) — Submit payment for the civil penalty, or proof of remission request.
® Yes (violations) — Submit a copy of your response to the Notice of Violation.
❑ No — Skip Attachment J.
FORM: WWIS-R 02-21
Page 5 of 6

Does the wastewater composition in Section III, Item 5 include any industrial wastewater?
Z Yes — Proceed to the next question.
❑ No — Skip Attachment K.
Has the nature of the industrial wastewater changed since the last permit issuance (i.e., changes in industrial process, introduction of
new materials or chemicals, etc.)?
❑ Yes — Provide a chemical analysis of the wastewater pursuant to the requirements in 15A NCAC 02T .0504(h). Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process;
and an overview of the cleaning and treatment methodology.
® No — Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.
ATTACHMENT L — SETBACK WAIVERS
Does the existing permit include setback waivers?
❑ Yes — Pursuant to 15A NCAC 02T .0506(d), provide setbacks waivers that have been written, notarized, signed by all parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with 15A NCAC 02L .0107.
® No — Skip Attachment L.
APPLICANT'S CERTIFICATION
I, l� attest that this application
(Signa nty's name as noted in Section I, Item 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. I further certify pursuant to 15A NCAC 02T .0120(b), that the applicant, or any
parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned
a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance
schedule in a permit, settlement agreement, or order; not paid an annual fee.
Note: The Applicant's Certification shall be signed pursuant to 15A NCAC 02T .0106(b). An alternate person may be delegated as
the signing official if a letter is provided pursuant to 15A NCAC 02T .0106(c). Pursuant to § 143-215.6A and § 143-215.6B, any
person who knowing makes any false statement, representation, or certification in any application package shall be guilty of a Class
2 misdemeanor, whi y include a fine not to exceed $10,000 as well as civil penalties up to $25,00 per violation.
Signature: Date: 1 Z Z / p/Z l
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email:
Non-Discharge.Reportsnncdenr.gov
Laserfiche Upload:
htto s://edo es.deo.nc.2ov/Fo rm s/NonDischar2e-Branch-
Submittal-Form-Ver2
FORM: WWIS-R 02-21
Page 6 of 6

LEGEND EXISTING
WASTE BOUNDARY
REVIEW BOUNDARY
COMPLIANCE BOUNDARY
EXISTING WASTEWATER SPRAY HEAD
.di
1. WASTE BOUNDARY IS THE OUTSIDE RADIUS OF SPRAY HEADS.
2. REVIEW BOUNDARY IS MIDWAY BETWEEN COMPUANCE AND WASTE BOUNDARY.
3. COMPUANCE BOUNDARY IS 250 FEET FROM WASTE BOUNDARY OR 50 FEET
WITHIN PROPERTY BOUNDARY, WHICHEVER IS CLOSER TO THE WASTE BOUNDARY.
4. BOUNDARY LINES ARE APPROXIMATE, NOT FIELD LOCATED.
SHEET No.
PROJECT No.
8520010
FRIT CAR
Bridgeton, North Carolina
Waste Water Spray Field boundaries
POLY, INC.
1935 Headland Avenue
Dothan, AL 36303
334-793-4700
102 Sunset Lane 234 Aquarius Dr., Ste. 116
Shalimar, FL 32579 Birmingham, AL 35209
850-609-1100 205-913-0330
V VW.POLY-INC.COM
DESIGNED BY'.
DRAWN BY
JLM
ENG / ARCH / SURVEYOR OF RECORD.
DATE
SEPTEMBER 2021
REGISTRATION No.
Cert of Auth. NoAL . FL ea
ARCHITECT
ENGINEER
001118
001118
These drawings are
copyrighted and the property
of Poly -Inc. Any use, partial
or full reproduction is
prohibited except by wntten
Agreement with Tory -Inc.
IS)LY

LY
January 30, 2018
Mr. David May
Regional Supervisor - Water Quality Regional Operations- Washington
Water Quality Aquifer Protection Section
Washington Regional Office
943 Washington St
Washington, NC 27889
RE: Update of Assessment and Monitoring Activities
Frit Car Inc.
Bridgeton, NC
Craven County
Permit Number WQ0002503
Notice of Violation and 8/5/2016 Compliance Inspection
NOV-2016-LV-0477
Dear Mr. May:
VIA EMAIL & CERTIFIED MAIL
On behalf of Frit Car, Inc., in the matter referenced above, please allow the following to serve as an update
of on -going assessment and monitoring activities in regards to the above reference Notice of Violation
(NOV). Please find below a recap of the initial findings, activities completed to date per the initial findings,
current findings and recommendations.
Initial Findings of CFM (POLY)
Based on review of the systems referenced above, CFM (POLY) would like to offer the following findings:
1. CFM (POLY) prepared potentiometric contour maps based on the data collected during past
sampling events. I have attached two of the potentiometric maps from two sampling events
roughly a year apart (March 27, 2015 & March 22, 2016). These potentiometric maps indicate
that the general direction of groundwater flow is to the north-northwest. Based on these
observations, monitoring well MW2 is the up -gradient well in the network, monitoring wells MW1
and MW3 are cross gradient wells in the network, and monitoring well MW4 is the down -gradient
well in the network. The groundwater flow direction is consistent across all sampling events
evaluated (last two years). Potentiometric maps for the above referenced sampling dates are
included as attachments to this document. The individual sampling event analytical results are
placed adjacent to the monitoring well locations on the figures provided.
2. CFM (POLY) reviewed the sampling data referenced in the Notice of Violation (NOV). The field
data collected by the laboratory during sampling indicates that all samples that were collected
had a degree of turbidity which was described as color. No turbidity measurements were made
in the field.
3. CFM (POLY) examined the wells in the network using disposable bailers to evaluate the
appearance of the well contents after purging. Although no field measurements of turbidity were
2135 University Boulevard, Suite A
Tuscaloosa, Alabama 35401
Ph 205.752-4037 Fax [phone] Post Office Box 1130
www.poly-inc.com Tuscaloosa, Alabama 35403

Mr. David May
NCDENR
Page 2
January 30, 2018
conducted, the samples removed after purging indicated a significant amount of turbidity (e.g.
based on our examination of the well contents we estimated to be greater than 800 NTUs).
4. CFM (POLY) sampled MW1 for bench scale laboratory testing. The unpreserved sampled was
shipped to our office for further evaluation. To mimic a sample collected from an adequately
developed well utilizing a low flow/low stress sampling method, the sample was allowed to settle
for approximately 2 hours. After settling, a sub -sample was removed from the supernant liquid.
The sub -sample was less than 10 NTUs. The sample was preserved to a pH < 2.0 with HNO3 and
submitted to the laboratory for bench -scale analysis. The results of the analysis for Iron (Fe) and
Chromium (Cr) were 0.776 mg/I and <0.100 mg/I, respectively. For comparison, the March 26,
2016 Fe sample result for MW1 was 12.8 mg/I. The analytical detection limit used by the
laboratory was not accurate enough to provide a comparison for the Chromium result. All future
analysis will be performed using ICP. A copy of the analytical results from the bench -scale testing
is included as an attachment.
5. Three of the monitoring wells in the network were installed in July of 1986. Danny Hornbeck of
Frit Car was employed by the facility during that period and recalls the screen material being
metal. There is no definitive information available defining the type of screen or the construction
techniques used.
As recommended in the previous update, Frit Car Inc. has completed the following:
1. Frit Car redeveloped the existing wells in an effort to improve the sample collection quality. The
well redevelopment followed the APS Metals Policy'.
2. The effort to rehabilitate MW 3 was not successful. Monitoring wells MWS, MW6 and MW7 have
been installed. MW 5 was installed approximately 50 feet north of MW4 but within the property
setback (80 feet) and within approximately 80 feet (<250 ft) of the spray field. MW 6 was placed
adjacent to MW 3 for a replacement well. MW 7 was installed approximately 60 feet south and
west of MW2. All new well installation and their locations followed 15A NCAC 2L .0107(c) for
placement within prescribed boundaries. The well locations and casing elevations were all
surveyed. The survey coordinates are provided as Attachment A.
3. Frit Car began low flow or quiescent (low stress) sampling techniques to obtain samples. The wells
were purged with a peristaltic pump and routed through a Horiba multi -parameter flow cell. The
purging continued until the temperature, dissolved oxygen, conductivity and turbidity reached a
steady state. Once all the purge parameters reached equilibrium, the sample was taken.
Additional sampling of the monitoring wells will be completed as part of the on -going compliance
activities. All results of the low flow sampling results are presented herewith to the Department.
4. Frit Car drained and cleaned the existing treated wastewater tank. This task was completed on
August 10, 2017.
Current Findings
The results of the low flow sampling have resolved the majority of the non -compliances. The exceptions
to that are exceedances in both chromium and iron. The sampling data is presented in Table 1 below.
Chromium exceeded the old permit limit of 0.01 mg/I during the third tri-annual event of 2016 for MW2
and MW4. That event was directly after the initial re -development of the existing wells. All of the
subsequent tri- annual events for calendar year (CY) 2017 were shown to be in compliance for chromium.
1 NCDENR Memorandum dated May 13, 2013 concerning "Aquifer Protection Section Policy for Metals Determinations Required by Title 15A,
North Carolina Administrative Code, Subchapter 2L"

Mr. David May
NCDENR
Page 3
January 30, 2018
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Mr. David May
NCDENR
Page 4
January 30, 2018
Please note, that in the new permit, the Chromium limit is presented as 10 mg/I. It is assumed that is a
typo in the permit and should be listed as 10 ug/I or 0.01 mg/I.
The iron exceedances are more frequent but are limited to the hydraulically up and cross -gradient
locations. Please see potentiometric surface maps in Attachment B. The iron permit limit was exceeded
in all three events in CY2017 in MW2 and MW7 (new), in the 1st and 3rd events in MW5 (new), and in the
2nd and 3rd events in MW6 (new). MW2 has historically been located in a hydraulically up -gradient
position. MW6 (new) that is slated as a replacement for MW3, and, is the hydraulically up -gradient well
in the 2"d and 3rd sampling events of CY2017. MW's 5 & 7 are hydraulically cross -gradient. The two wells
in the system that always remain in the hydraulically down -gradient position are MW1 and MW4. No
exceedances were noted in either down -gradient well during the last four low -flow sampling events.
Recommendations
The iron and chromium exceedances are potentially the product of background metals in the soil. To
evaluate the metal concentrations in the background soils, Frit Car proposes to take background soil
samples and analyze them for the presence of chromium and iron. This task will be completed within the
next 30 days. If the data indicates that the soil is a contributor to the exceedances and not the land
application of wastewater, Frit Car will request that the background values be taken into consideration in
how the permit limits are complied with. In addition, Frit Car will add the testing of iron and chromium
to the suite of analysis performed on the wastewater being transferred to the spray field. If the
exceedances are a product of the application of wastewater and not elevated background conditions and
thus compliance with 15A NCAC 2L .0202 will not be achieved, Frit Car will complete the full assessment
of the spray field per 15A NCAC 2L .0107, .0108 and .0106(d)(1) within 90 days after the background
sampling and analysis is completed, if necessary.
Once these issues are resolved, Frit Car will request a modification to the existing permit WQ0002503 to
include the additional wastewater sampling as well as adding MWs 5, 6 & 7 to the monitoring system in
the permit.
If you have any questions or require any further information regarding this document, please contact me
at your earliest convenience.
Respectfully Submitt
Tim Floyd, PG
Principal
(POLY), Inc
/Attachments
cc: Mr. Mike Newby, Frit Car (via email)
Mr. Chris Barnes, Frit Car (via email)
Mr. Randy Sipe, NCDENR (via email)

Attachment A
Surveyed Well Elevations

417-A BROAD STREET
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
Chris Barnes
Frit Car
2012 NUS 17 Hwy
New Bem, NC 28560
ROBERT M CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
June 13, 2017
Sent Via Email: cbarnes©fritcarnc.com
Subject: Monitoring Well Locations
Ref. Craven County Tax Parcel# 2-039-096
Dear Mr. Bames:
Per your request our firms survey crew located seven monitoring wells on the above
are listed below.
WELL#
1
2
NC GRID COORDINATES
(NAD 1983 (2011)
NORTHING
(US FEET)
517039.09
516790.78
EASTING
(US FEET)
2587843.92
2588025.56
BUSINESS: 252-637-4702
FAX [phone]
www.robertmchilespe.com
referenced parcel. The well locations
ELEVATIONS
(NAVE) 1988)
GROU
C
ND OR
ONCRE
14.29
1OP OF
TE
TOP OF PVC
15.65
14.09
15.50
3
4
516861.70 2588218.91
517005.72 2588153.96
15.16
18.75
16.61
5
517100.82
2588201.42
12.92
15.25
6
516911.58
2588246.27
16.99
19.68
7
516709.31
2587947.44
13.23
16.18
Please contact our office if you have any questions or require further assistance.
„pllull III
►s� �r� C.ARo>>>
.::Uar:..vS/oA•
Sincerely, :: I*ct
7 ScAL . -1 I- 7.
•.-�/ 1-3ro
4 e! 1}�
Michael W. Stahl, PLS!'�;;a • URA'\�
L w.
Giau"""\„
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD
FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

Attachment B
Potentiometric Maps

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REVISIONS
DESCRIPTION DATE
JOB NUMBER: 7516136
SCALE: AS SHOWN
DATE: 11/15/16
DRAWN BY: EAF
CHECKED BY: TNF
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JOB NUMBER: 7516136
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DRAWN BY: EAF
CHECKED BY: TNF
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Civil and Environmental Engineers,
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Suite A
Tuscaloosa, Aleam• 35101
[phone]

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1935 Headland Avenue
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334-]g3-4I00
102 Sunset Lane 2135 University Blvd. Ste. A
shaiimar. FL 3zs]s Tuscalnnsa. AL 3sa61
850.605-1100 205-]s2-403]
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FRIT CAR INC.
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NC Water Pollution Control System
Operators Certification Commission
Dann- Hornbeck
Type Grade Cert k Type Gracie Cert !?
SI 26718
is a duty Certified Operator under provisions of Article 3, Chapter 90-A
of the General Statutes of North Carolina
Corey Basinger
Chairman
Danny Hornbeck
245 Macedonia
Vanceboro NC 28586
2022
Danny Hornbeck
Certificate / Cert #
SI /26718

CFM Group
Civil and Environmental Engineers,
Scientists, Planners, and Surveyors
November 16, 2016
Mr. David May
Regional Supervisor - Water Quality Regional Operations- Washington
Water Quality Aquifer Protection Section
Washington Regional Office
943 Washington St
Washington, NC 27889
RE: Frit Car Inc.
Bridgeton, NC
Craven County
Permit Number WQ0002503
Notice of Violation and 8/5/2016 Compliance Inspection
NOV-2016-LV-0477
Dear Mr. May:
VIA EMAIL & CERTIFIED MAIL
On behalf of Frit Car, Inc., in the matter referenced above, please allow the following to serve as an
update of compliance efforts regarding the requirements specified in your Departments letter dated
August 25, 2016. CFM conducted a site visit and site review of the wastewater treatment system, spray
field and monitoring well network during the week of October 31, 2016. An invitation was extended to
Justin Davis and Randy Sipe of your department to meet on site and review the data developed to date.
On behalf of Frit Car I would like to thank Mr. Davis and Sipe for their participation.
Based on review of the systems referenced above, CFM would like to offer the following findings:
1. CFM prepared potentiometric contour maps based on the data collected during past sampling
events. I have attached two of the potentiometric maps from two sampling events roughly a
year apart (March 27, 2015 & March 22, 2016). These potentiometric maps indicate that the
general direction of groundwater flow is to the north-northwest. Based on these observations,
monitoring well MW2 is the up -gradient well in the network, monitoring wells MW1 and MW3
are cross gradient wells in the network, and monitoring well MW4 is the down -gradient well in
the network. The groundwater flow direction is consistent across all sampling events evaluated
(last two years). Potentiometric maps for the above referenced sampling dates are included as
attachments to this document. The individual sampling event analytical results are placed
adjacent to the monitoring well locations on the figures provided.
2. CFM reviewed the sampling data referenced in the Notice of Violation (NOV). The field data
collected by the laboratory during sampling indicates that all samples that were collected had a
degree of turbidity which was described as color. No turbidity measurements were made in the
field.
3. CFM examined the wells in the network using disposable bailers to evaluate the appearance of
the well contents after purging. Although no field measurements of turbidity were conducted,
1 2135 University Blvd. Suite A 1 Tuscaloosa, AL 35401 1 205.752.4037 1 FX 205.752.40631
www.cfm-grp.com

Mr. David May
NCDENR
Page 2
November 16, 2016
the samples removed after purging indicated a significant amount of turbidity (e.g. based on our
examination of the well contents we estimated to be greater than 800 NTUs).
4. CFM sampled MW1 for bench scale laboratory testing. The unpreserved sampled was shipped
to our office for further evaluation. To mimic a sample collected from an adequately developed
well utilizing a low flow/low stress sampling method, the sample was allowed to settle for
approximately 2 hours. After settling, a sub -sample was removed from the supernant liquid.
The sub -sample was less than 10 NTUs. The sample was preserved to a pH < 2.0 with HNO3 and
submitted to the laboratory for bench -scale analysis. The results of the analysis for Iron (Fe) and
Chromium (Cr) were 0.776 mg/I and <0.100 mg/I, respectively. For comparison, the March 26,
2016 Fe sample result for MW1 was 12.8 mg/I. The analytical detection limit used by the
laboratory was not accurate enough to provide a comparison for the Chromium result. All future
analysis will be performed using ICP. A copy of the analytical results from the bench -scale
testing is included as an attachment.
5. Three of the monitoring wells in the network were installed in July of 1986. Danny Hornbeck of
Frit Car was employed by the facility during that period and recalls the screen material being
metal. There is no definitive information available defining the type of screen or the
construction techniques used.
Based on the findings above, CFM would like to offer the following opinions and recommendations for
the immediate plan of action to address the issues.
1. As stated in Item 1 above, the general groundwater flow direction is north north-west. Permit
number WQ0002503, Attachment C details that the concentration of Iron (Fe) and Chromium
(Cr) shall not exceed 300 µg/I (0.30 mg/I) and 10 µg/I (0.01 mg/I), respectively. NOV-2016-LV-
0477 details eleven exceedances of the limits established under the permit. Of these eleven
exceedances, three of the eleven were identified in the down -gradient well. Eight of the eleven
exceedances are identified in either up -gradient (4) or cross -gradient wells (4). Since the highest
exceedances of both Fe and Cr have appeared in areas other than the down -gradient location, it
is reasonable to assume that either less than ideal sampling techniques and/or elevated
background concentrations are the cause of the apparent exceedances. If background values
are determined to be the cause of permit exceedances, a plan for altering the existing site
conditions via a permit modification will be submitted to the Department per 15A NCAC 2L
.0106(d)(1).
2. Frit Car will redevelop the existing wells in an effort to improve the sample collection quality.
The well redevelopment will follow the APS Metals Policy'.
3. If the effort to rehabilitate the wells does not prove reliable, Frit car will install new wells to
replace the existing wells. Any new well installation and their locations will follow 15A NCAC 2L
.0107(c)
4. Frit Car will mandate low flow or quiescent (low stress) sampling techniques to obtain samples
which are more representative of actual site conditions (samples with turbidity of less than 10
NTUs). Additional sampling of the monitoring wells will be completed as part of the assessment
activities. All results of sampling will be presented to the Department.
5. Frit Car will drain and clean the existing treated wastewater tank. A review of operation of the
wastewater treatment plant (pH adjustment and solids removal) will be evaluated to determine
1 NCDENR Memorandum dated May 13, 2013 concerning "Aquifer Protection Section Policy for Metals Determinations Required by Title 15A,
North Carolina Administrative Code, Subchapter 2L"

Mr. David May
NCDENR
Page 3
November 16, 2016
if any improvements can be made to increase the efficiency of the system. It is noted that any
modification to the system may require approval or permit modification.
6. Once the above items 2 through 5 have been completed, CFM will present a report detailing the
findings. If the findings indicate that compliance with 15A NCAC 2L .0202 will not be achieved,
Frit Car will immediately begin fulfilling all of the remaining requirements of 15A NCAC 2L .0107,
.0108 and .0106(d)(1).
The redevelopment, rehabilitation and additional sampling are scheduled to begin on November 29,
2016. To facilitate the above, CFM on behalf of Frit Car Inc., respectfully requests a 90 day extension of
time to determine the efficacy of the current monitoring system as well as past/future sampling
techniques, potential necessary upgrades of the monitoring system and/or the necessity of continuing
assessment or corrective action(s).
If you have any questions or require any further information regarding this document, please contact
me at your earliest convenience.
Respectfully Submi
Tim Floyd, PG
Managing Prin pal
CFM Group, L C
/Attachments
cc: Mr. Mike Newby, Frit Car (via email)
Mr. Randy Sipe, NCDENR (via email)
Mr. Justin Davis, NCDENR (via email)

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DESCRIPTION DATE
JOB NUMBER: 7516136
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DRAWN BY: EPF
CHECKED BY: TNF
SHEET NO. I OF I
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Civil and Environmental Engineers,
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2135 Wiser* BMd,
site A
Tuscaloosa, Alabama. 35401
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DESCRIPTION DATE
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SCALE: AS SHOWN
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DRAWN BY: EPF
CHECKED BY: TNF
SHEET NO. I OF I
FILE: FRIT CAR INC.
2016 SPRAY FELD ASSEBABdf
FOR
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Civil and Environmental Engineers,
Scientists, Planners, and Surveyors
2135 Wiser* BMd,
site A
Tuscaloosa, Alabama. 35401
[phone]

P.O. Box 837
Polyenvironmental Corporation
Environmental Laboratory
Dothan, Alabama 36302 334-792-6348
11111/2016
CFM Group, LLC
P.O Box 1130
Tuscaloosa,AL 35403-1130
ATTN: Darral W. Kirby
Frig Car Clarifier
Sample No. 297544
Facility No. 74110
Sample Type Grab
Sample Point A Frit Car MW1
Sample DaterTime 11/08/2016 0000
Composite Date/Time / / 0000
Person Responsible Client
Parameter
Iron (Total)
Chromium (Total)
Test
Result u.o.m. Date Time Analyst Method
0.776 mg/l
<0.100 mgtl
11/11/2016 10:57 SD SM 3111 B.1999
11/11/2016 09:49 SD SM 3111 B.1999
Sample No. 297545
Facility No. 74110
Sample Type Grab
Sample Point Frit Car Eff A
Sample Date/Time 11/08/2016 0000
Composite Date/Time 1 / 0000
Person Responsible Client
Parameter
Iron (Total)
Chromium (Total)
Test
Result u.o.m. Date Time Analyst Method
0.585 mg/l
<0.100 mg/l
11/11/2016 10:57 SD SM 3111 B.1999
11/11/2016 09:49 SD SM 3111 B.1999
2016-11-0042

September 23, 2021
Mr. Randy Sipe, P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
via Electronic Mail
RE: Response to May 11, 2021 Iron Background Evaluation Comment Letter
Frit Car, Inc.
Permit Number WQ0002503
Craven County
Dear Mr. Sipe:
At the request of the Washington Regional Office, Frit Car, Inc. has recalculated a site -specific
dissolved iron background level using data from monitoring well samples collected from
temporary wells TM1 and TM3 during the period May to December 2020.
The Department has previously indicated that the proposed method of two sigma plus an
average was acceptable for calculation of the iron background level. The calculation for the
proposed dissolved iron background level is included in Attachment A. The May to December
2020 iron concentrations table is also included in Attachment A. Frit has also compared these
proposed background levels to dissolved iron concentrations at wells along the Review and
Compliance Boundaries. The Waste, Review and Compliance boundaries are presented on the
figure included as Attachment B.
Wells along the Review boundary include MW-1 to the northwest of the Waste boundary; MW-5
northeast of the Waste boundary; and, MW-6 to the southeast of the Waste boundary. MW-7 is
located along the Compliance boundary at to the southwest of the Waste boundary.
Dissolved iron concentrations were detected at or below the calculated background level at the
Review boundary in MW-1, MW-5, and MW-6. During the May to December sampling period,
the iron concentration in MW-7 exceeded the proposed background level at the Compliance
boundary two of the eight sampling events (June and December), therefore exceeding the
proposed background concentrations and thus requiring Frit Car to conduct Corrective Actions
per your May 11, 2021 letter.
Frit is in the process of evaluating water treatment modifications to reduce the iron
concentrations in the effluent to below the proposed calculated background level; therefore, if
the dissolved iron present in the effluent applied to the spray fields is less than the calculated
background, then any exceedances in the wells on the spray field must be attributed to naturally
POLY 1...-
234 Aquarius Drive, Suite 116 www.poly-inc.com
Birmingham, Alabama 35209

Fe Background Evaluation-Frit Car
Mr. Randy Sipe
September 23, 2021
Page 2
occurring background concentrations. To comply with Corrective Action requirements, the
effluent will be sampled prior to application. Effluent will not be applied to the sprayfield if the
dissolved iron concentrations exceed the calculated background level. Any effluent that
exceeds the background level for dissolved iron will be hauled by licensed transport to an
appropriate disposal facility.
In reviewing the above information, please note that the facility has not applied any effluent to
the sprayfield since February 2019. All groundwater data gathered during the eight -month data
development period should not reflect any direct influence of effluent application.
Please contact us with any questions or comments ([e-mail]; tfloyd@poly-
inc.com ).
Sincerely,
Poly, Inc.
Timothy Floyd P
Principal
cc: Mr. Mike Newby, Frit Car — Brewton
Attachments:
ictuakiL
David M. Davis, NC License #2667
Senior Geologist
Attachment A: Data Table for All Wells Metals Only May -Dec 2020.
Data Evaluation Table with respect to TW-1 and TW-3
Attachment B: Waste Boundary Map
POLY Inc.
234 Aquarius Drive, Suite 116
Birmingham, Alabama 35209
www.poly-inc.com

ATTACHMENT A

Frit Car -Bridgeton, NC
Total vs. Dissolved Metals Analysis (mg/L)
Groundwater Monitoring Wells -Spray Fields
Monitoring Well
Sample Date
Chromium
Chromium
(Dissolved)
Copper
Copper
(Dissolved)
Iron
Iron
(Dissolved)
Lead
Lead
(Dissolved)
Nickel
Nickel
(Dissolved)
MW1
5/28/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
6/25/2020
<0.002
<0.002
<0.005
<0.005
0.222
0.145
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
8/27/2020
<0.002
<0.002
<0.005
<0.005
0.158
0.100
<0.005
<0.005
<0.002
<0.002
9/24/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
10/26/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
11/24/2020
<0.002
0.00213
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
12/29/2020
<0.002
0.00213
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
MW2
5/28/2020
0.00683
0.00603
<0.005
<0.005
0.985
0.768
0.00542
<0.005
0.00224
<0.002
6/25/2020
0.0032
0.003
<0.005
<0.005
0.890
0.725
<0.005
<0.005
<0.002
<0.002
7/22/2020
0.0036
0.00358
<0.005
<0.005
1.140
0.954
<0.005
<0.005
<0.002
<0.002
8/26/2020
0.00643
0.00702
<0.005
<0.005
1.09
1.210
<0.005
<0.005
<0.002
<0.002
9/23/2020
0.00603
0.00501
<0.005
<0.005
0.683
0.669
<0.005
<0.005
<0.002
<0.002
10/26/2020
0.00738
0.00663
<0.005
<0.005
1.5
0.961
0.00606
<0.005
0.00209
<0.002
11/23/2020
0.00649
0.00663
<0.005
<0.005
0.782
0.681
<0.005
<0.005
<0.002
<0.002
12/28/2020
0.0049
0.00527
<0.005
<0.005
1.06
0.815
0.00238
0.00257
<0.002
<0.002
MW4
5/28/2020
0.0031
0.00257
<0.005
<0.005
0.349
0.308
<0.005
<0.005
<0.002
<0.002
6/25/2020
0.0034
0.0034
<0.005
<0.005
0.289
0.276
<0.005
<0.005
<0.002
<0.002
7/22/2020
0.00614
0.00649
<0.005
<0.005
0.740
0.718
<0.005
<0.005
<0.002
<0.002
8/26/2020
0.00507
0.00393
<0.005
<0.005
0.569
0.352
<0.005
<0.005
<0.002
<0.002
9/23/2020
0.00306
0.00290
<0.005
<0.005
0.259
0.259
<0.005
<0.005
<0.002
<0.002
10/26/2020
0.00449
0.00539
<0.005
<0.005
0.775
0.697
<0.005
<0.005
<0.002
<0.002
11/23/2020
0.00307
0.00415
<0.005
<0.005
0.356
0.350
<0.005
<0.005
<0.002
<0.002
12/28/2020
0.0059
0.00334
<0.005
<0.005
0.467
0.392
<0.005
<0.005
<0.002
<0.002
MWS
5/28/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
6/25/2020
<0.002
<0.002
<0.005
<0.005
0.118
<0.1
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
0.114
<0.1
<0.005
<0.005
<0.002
<0.002
8/27/2020
<0.002
<0.002
<0.005
<0.005
0.191
<0.1
<0.005
<0.005
<0.002
<0.002
9/23/2020
<0.002
<0.002
<0.005
<0.005
0.105
<0.1
<0.005
<0.005
<0.002
<0.002
10/26/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
11/23/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
12/29/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
MW6
5/28/2020
<0.002
<0.002
<0.005
<0.005
0.545
<0.1
<0.005
<0.005
<0.002
<0.002
6/25/2020
<0.002
<0.002
<0.005
<0.005
1.55
0.103
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
0.984
<0.1
<0.005
<0.005
<0.002
<0.002
8/27/2020
<0.002
<0.002
<0.005
<0.005
0.951
<0.1
<0.005
<0.005
<0.002
<0.002
9/24/2020
<0.002
<0.002
<0.005
<0.005
0.899
<0.1
<0.005
<0.005
<0.002
<0.002
10/26/2020
<0.002
<0.002
<0.005
<0.005
1.200
0.310
<0.005
<0.005
<0.002
<0.002
11/23/2020
<0.002
<0.002
<0.005
<0.005
0.714
<0.1
<0.005
<0.005
<0.002
<0.002
December
<0.002
<0.002
<0.005
<0.005
0.365
<0.1
<0.005
<0.005
<0.002
<0.002
MW7
5/28/2020
<0.002
<0.002
<0.005
<0.005
1.18
0.268
<0.005
<0.005
0.0035
0.00233
6/24/2020
<0.002
<0.002
<0.005
<0.005
3.66
1.920
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
3.09
0.162
<0.005
<0.005
<0.002
<0.002
8/26/2020
0.00212
<0.002
<0.005
<0.005
2.85
2.40
<0.005
<0.005
<0.002
<0.002
9/23/2020
0.00218
<0.002
<0.005
<0.005
0.604
0.326
<0.005
<0.005
0.00228
0.00204
10/26/2020
0.00204
0.00209
<0.005
<0.005
0.950
0.632
<0.005
<0.005
0.00249
0.00259
11/24/2020
0.00273
0.00357
<0.005
<0.005
0.872
0.442
<0.005
<0.005
<0.002
0.00596
12/28/2020
0.00236
0.00288
<0.005
<0.005
0.710
1.550
<0.005
<0.005
0.00214
0.00235
Temp Well 1
5/28/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
6/25/2020
<0.002
<0.002
<0.005
<0.005
0.177
0.119
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
0.207
0.210
<0.005
<0.005
<0.002
<0.002
8/27/2020
<0.002
<0.002
<0.005
<0.005
0.472
0.340
<0.005
<0.005
<0.002
<0.002
9/24/2020
<0.002
<0.002
<0.005
<0.005
0.212
0.148
<0.005
<0.005
<0.002
<0.002
10/26/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
11/24/2020
<0.002
<0.002
<0.005
<0.005
0.213
0.153
0.00528
<0.005
<0.002
<0.002
12/29/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
Temp Well 3
5/28/2020
<0.002
<0.002
<0.005
<0.005
0.0032
0.0297
<0.005
<0.005
<0.002
<0.002
6/25/2020
<0.002
<0.002
<0.005
<0.005
0.784
0.655
<0.005
<0.005
<0.002
<0.002
7/22/2020
<0.002
<0.002
<0.005
<0.005
<0.1
<0.1
<0.005
<0.005
<0.002
<0.002
8/27/2020
<0.002
<0.002
<0.005
<0.005
0.571
0.555
<0.005
<0.005
<0.002
<0.002
9/24/2020
0.0022
<0.002
<0.005
<0.005
0.806
0.705
<0.005
<0.005
<0.002
<0.002
10/26/2020
0.0022
<0.002
<0.005
<0.005
0.213
0.214
<0.005
<0.005
<0.002
<0.002
11/24/2020
<0.002
0.00267
<0.005
<0.005
0.320
0.264
<0.005
<0.005
<0.002
<0.002
12/29/2020
<0.002
<0.002
I <0.005
<0.005
0.176
0.165
<0.005
<0.005
<0.002
<0.002
Permit Limits
Chromium
0.0 mg/L
Copper
1 mg/L
Iron
0.3 mg/L
Lead
0.02 mg/L
Nickel
0.1 mg/L
Bold Font indicates exceedance of current permit limit

Monitoring Well
Sample Date
Iron
(Dissolved)
mg/I
5/28/2020
0.100
6/25/2020
0.119
7/22/2020
0.210
8/27/2020
0.340
Temp Well 1
9/24/2020
0.148
10/26/2020
0.100
11/24/2020
0.153
12/29/2020
0.100
5/28/2020
0.0297
6/25/2020
0.655
7/22/2020
0.100
8/27/2020
0.555
Temp Well 3
9/24/2020
0.705
10/26/2020
0.214
11/24/2020
0.264
12/29/2020
0.165
Iron (mg/I)
Dissolved
Mean
0.247
SD
0.209
2-Sigma
0.419
TW1, TW3
Proposed Limit
(mg/I)
0.67

ATTACHMENT B

LEGEND EXISTING
WASTE BOUNDARY
REVIEW BOUNDARY
COMPLIANCE BOUNDARY
EXISTING WASTEWATER SPRAY HEAD
.di
1. WASTE BOUNDARY IS THE OUTSIDE RADIUS OF SPRAY HEADS.
2. REVIEW BOUNDARY IS MIDWAY BETWEEN COMPUANCE AND WASTE BOUNDARY.
3. COMPUANCE BOUNDARY IS 250 FEET FROM WASTE BOUNDARY OR 50 FEET
WITHIN PROPERTY BOUNDARY, WHICHEVER IS CLOSER TO THE WASTE BOUNDARY.
4. BOUNDARY LINES ARE APPROXIMATE, NOT FIELD LOCATED.
SHEET No.
PROJECT No.
8520010
FRIT CAR
Bridgeton, North Carolina
Waste Water Spray Field boundaries
POLY, INC.
1935 Headland Avenue
Dothan, AL 36303
334-793-4700
102 Sunset Lane 234 Aquarius Dr., Ste. 116
Shalimar, FL 32579 Birmingham, AL 35209
850-609-1100 205-913-0330
V VW.POLY-INC.COM
DESIGNED BY'.
DRAWN BY
JLM
ENG / ARCH / SURVEYOR OF RECORD.
DATE
SEPTEMBER 2021
REGISTRATION No.
Cert of Auth. NoAL . FL ea
ARCHITECT
ENGINEER
001118
001118
These drawings are
copyrighted and the property
of Poly -Inc. Any use, partial
or full reproduction is
prohibited except by wntten
Agreement with Tory -Inc.
IS)LY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. Chris Barnes
Frit Car, Inc.
Post Office Box 569
Bridgeton, North Carolina 28519
NORTH CAROLINA
EnvimuttenhtlQuality
May 21, 2019
RE: Groundwater Evaluation Report Comments
Frit Car, Inc.
Bridgeton, Craven County, North Carolina
Permit No. WQ0002503
Dear Mr. Barnes:
The Washington Regional Office Water Quality Regional Operations Section has reviewed
the report of groundwater conditions at the above referenced facility, received by this office on
April 29, 2019. The report was prepared in response to an August 25, 2016 Notice of Violation
(NOV) issued to Frit Car, Inc. from this office and to satisfy the requirements of 15A NCAC 2L
.0106(d). Several items in the report require additional clarification or further investigation. They
are as follows:
1. The report presents the groundwater data collected at the facility since 2017; however, no
interpretation of the data was offered. If Frit Car, Inc. wishes this office to consider site
specific groundwater background concentrations, the report should be revised to propose
them accompanied by a discussion supporting the method used to develop the background
concentrations. This work should be performed by a North Carolina licensed geologist.
2. Background values for naturally occurring constituents should be developed using
samples from areas outside any potential impacts or influence from activities at the subject
facility. Based on the potentiometric maps included in the report, the proposed background
locations (Temporary wells 1 through 3) were located down gradient of the wastewater
spray field. Based on their locations, the subject wells may not allow samples to be
collected from areas that would be considered truly representative of background
conditions. The report should be expanded to include justification for the background
locations.
DECV,)
North Carolina Department of Environmental Quality (Division of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946 6481 RECEIVED MAY 2 8 2019

Mr. Chris Barnes
May 21,2019
Page 2 of 2
3. The data for Temporary wells 1 through 3 presented in Table 2 exhibited significant
increases in the concentrations of chromium, iron, and lead during the latter two sampling
events of 2018, when compared to the initial sampling event. Does Frit Car, Inc. have any
explanation of this wide variation in concentrations?
4. Table 1 shows increases in concentrations of chromium detected in monitoring wells MW I,
MW2, and MW3 generally during the time period from 2013 to 2017 which appears to
correlate with increases in chromium concentrations in the wastewater effluent during the
same time period (see the attached graph). Has Frit Car, Inc. considered this relationship
as part of their groundwater evaluation?
5. The January 30, 2018 report from CFM(POLY) stated that Frit Car, Inc, would collect data
on the iron concentration in the wastewater effluent as part of their investigation. Has this
data been collected? If so, the report should be revised to include it.
Please address the comments above and provide a revised report to this office within 90
days of receipt of this letter. Additionally, please note further action may be required based on
further assessment, findings, and evaluation. Thank you for your continued cooperation. Should
you have any questions concerning the contents of this letter, please contact me at [phone].
cc: WaRO
Sincerely,
Dwight Randy Sipe P.G., Hydrogeologist
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
E
North Carolina Department of Environmental Quality Division of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481
RECEIVED KAY 2 2019

PERMIT NUMBER: WQ0002503
PARAMETER: 01034 - Chromium, Total (as Cr)
L
0
Il6w
RECEIVED MAY 2 8 2019

March 18, 2021
Mr. Randy Sipe, P.G., Hydrogeologist
Water Quality Operations Section
Division of Water Resources, NCDEQ
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Spray Field Metals Evaluation
Frit Car, Inc.
Permit Number WQ0002503
Craven County
Dear Mr. Sipe:
via Electronic Mail
This letter report presents the groundwater analytical data collected from the spray field wells
between May and December 2020 to develop background concentrations for iron as well as a
historical table for analysis of the effluent.
Groundwater Flow Direction
The potentiometric surface elevation maps generated for each of the six sampling events
indicated a northwest or west-northwest flow direction for the May, June, August, November and
December measuring events. The flow directions for the three remaining months were west-
southwest (July), north-northeast (September), and east-northeast (October 2020). During the
five months that the flow direction was toward the northwest or west-northwest (toward the
facility), Monitoring wells MW2, MW6, and MW7 were the upgradient wells. The other three
months indicated different flow directions. The difference in the elevations of the wells is quite
small (less than 0.4 feet) across the spray field area. The shallow depths to water and the tidal
environment may be contributing to the unpredictable flow directions.
Previous discussions indicated that the Department did not want Frit Car (Frit) to use Temporary
Well 2 as a background well. POLY has used Temporary Wells 1 and 3 as background wells.
Metals Analysis
Frit used low -flow sampling methods in sampling of the temporary wells and permanent spray
field wells to develop the background values. Frit collected samples for total and dissolved
metals for eight consecutive sampling events (May 2020 through December 2020). Both the
temporary wells (TW1 & TW3) and permanent monitoring wells were sampled during this
period.
Total chromium and total iron were historically elevated in previous years sampling events. Frit
instituted a low flow sampling methodology during the December 2016 sampling event. Since
POLY Inc.
234 Aquarius Drive, Suite 116
Birmingham, Alabama 35209
www.poly-inc.com

Spray Field Metals Evaluation
Mr. Randy Sipe
March 18, 2021
Page 2
the facility started acquiring samples via low flow techniques, chromium has exceeded the
permit limit once (December 2016). Based on these results it is our opinion that the low flow
sampling technique will allow the facility to substantially comply with the 0.01 mg/I chromium
limit. Therefore, a revision to the current permit limit for chromium will not be requested at this
time.
The sampling results for total iron indicate compliance cannot be achieved even while utilizing
low flow sampling techniques. The iron values in the generally up -gradient wells (MW2, MW6 &
MW7) routinely exceed the permit limit of 0.3 mg/I. It is reasonable to assume that if
groundwater flowing across the spray field from an upgradient direction exceeds the permit limit,
compliance with the permit limit is not achievable. Iron values from the temporary wells TW1
and TW3 routinely exceed or are near the permit limit.
The data generated from sampling the existing generally up -gradient monitoring wells (MW2,
MW6 & MW7) and temporary wells (TW1 & TW3) for the period covering May 2020 and
December 2020 were used to calculate background levels for iron.
The Department has previously indicated that the proposed method of two standard deviations
plus an average was acceptable for calculation of the iron background level. The requested
permit limit change for total iron or dissolved iron is presented in the table below:
Iron (mg/I)
Total
Dissolved
TW1, TW2,
MW2, MW6,
MW7
Mean
0.845
0.486
SD
0.797
0.531
2-Sigma
1.594
1.061
Proposed Limit
(mg/I)
2.439
1.548
The attached spread sheet presents the six months of well data and statistics. Effluent data
was recorded during the period and is presented in the attachments. It should be noted that
although effluent data has been recorded for the period, it has been stored in the onsite tank
and no effluent has been discharged to the spray field since early 2019.
POLY Inc.
234 Aquarius Drive, Suite 116
Birmingham, Alabama 35209
www.poly-inc.com

Spray Field Metals Evaluation
Mr. Randy Sipe
March 18, 2021
Page 3
Please contact us with any questions or comments ([e-mail]; tfloyd@poly-
inc.com ).
Sincerely,
Poly, Inc.
Timothy Floyd P
Principal
cc: Mr. Mike Newby, Frit Car — Brewton
Attachments:
Attachment A:
Attachment B
Attachment C
POLY Inc.
234 Aquarius Drive, Suite 116
Birmingham, Alabama 35209
David M. Davis, NC License #2667
Senior Geologist
May — December 2020 Spray Field Wells Data Table
May — December 2020 Potentiometric Surface Elevation Maps
Effluent Table
www.poly-inc.com

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Water Resources
ENVIRONMENTAL QUALITY
August 25, 2016
CERTIFIED MAIL #7015 0640 0005 9080 8089
RETURN RECEIPT REQUESTED
Larry Lanham - President
Frit Car Inc.
Post Office Box 1340
Brewton, Alabama 36427
f
Subject: Notice of Violation and 8/5/2016 Compliance Inspection
NOV-2016-LV-0477
Groundwater Quality and Monitoring Report Violations
Frit Car, Inc.
Permit Number WQ0002503
Craven County
Dear Mr. Lanham:
Sco clam
S. JAY ZIMMERMAN
The North Carolina Division of Water Resources issued Permit No. WQ0002503 on July
9, 2008 to Frit Car, Inc. for the continued operation of the above referenced facility. 15A NCAC
2L .0107 and .0108 establish a compliance and review boundary for your facility and outline the
appropriate actions to be taken when the concentration of any substance exceeds the maximum
allowable concentration established in 15A NCAC 2L .0202. The Washington Regional Office
received copies of your groundwater monitoring reports documenting the results of sampling
conducted at the above referenced facility's monitoring wells. Based upon groundwater samples
collected in November 2014, March 2015, July 2015, November 2015, and March 2016, the
Division of Water Resources has reason to believe that the above referenced facility is in violation
of the North Carolina Groundwater Quality Standards found in 15A NCAC 2L 0.202. This Notice
is to formally notify you of violations of North Carolina Groundwater Quality Standards and to
advise you of what you are required to do to correct these violations.
15A NCAC 2L .0106(d)(1) - Corrective Action - states that any person conducting or
controlling an activity which is conducted under the authority of a permit issued by the Division
and which results in an increase in concentration of a substance in excess of the standards at or
beyond the review boundary, shall demonstrate, through predictive calculations or modeling, that
natural site conditions, facility design and operational controls will prevent a violation of the
standards at the compliance boundary; or submit a plan for alteration of existing site conditions,
facility design or operational controls that will prevent a violation at the compliance boundary,
and implement that plan upon approval by the Director.
State of North Carolina I Environmental Quality I Water Resources —Water Quality Regional Operations —Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
252-946-6481

Violations to the Groundwater Quality Standards (2L) detected at the subject facility
include, but are not limited to the following:
Constituent
Monitoring
Well
Date
Concentration
2L Standard
Chromium
MW-3
03/22/2016
12 ug/L
10 ug/L
Iron
MW-3
03/22/2016
6700 ug/L
300 ug/L
Iron
MW-4
03/22/.2016
402 ug/L
300 ug/L
Chromium
MW-3
11/12/2015
24 ug/L
10 ug/L
Iron
MW-3
11/12/2015
13500 ug/L
300 ug/L
Iron
MW-4
11/12/2015
306 ug/L
300 ug/L
Chromium
MW-2
07/29/2015
13 ug/L
10 ug/L
Iron
MW-2
07/29/2015
493 ug/L
300 ug/L
Iron
MW-2
03/04/2015
1790 ug/L
300 ug/L
Iron
MW-4
03/04/2015
862 ug/L
300 ug/L
Iron
MW-2
11/10/2014
3260 ug/L
300 ug/L
The Washington Regional Office is requesting Frit Car Inc. to fulfill the above noted
requirements and submit the results of any predictive calculations or modeling within ninety (90)
days of receipt of this notice. Failure to do so may result in further enforcement actions and
possible civil penalties.
In the Non -Discharge Monitoring Report from March 2016, Frit Car, Inc. with Permit
Number WQ0002503 failed to report the following parameters in the chart below.
Parameter
Date
Violation
Total Cadmium
03/31/2016
Parameter Missing
Total Chromium
03/31/2016
Parameter Missing
Total Copper
03/31/2016
Parameter Missing
Total Lead
03/31/2016
Parameter Missing
Total Nickel
03/31/2016
Parameter Missing
Total Zinc
03/31/2016
Parameter Missing

The Washington Regional office is requesting Frit Car, Inc. to resubmit the report with
the missing parameters, if applicable. According to Permit No. WQ0002503 the six parameters
missing are to be collected four times per year in March, June, September, and December.
Enclosed please find a copy of the Compliance Inspection Report from the inspection conducted
on August 5, 2016. The Site Visit was conducted by Justin Davis of the Washington Regional Office.
During the site visit the Non -Discharge Wastewater Irrigation System described in Permit Number
WQ0002503 was toured and found to be out of compliance, due to previously found groundwater
quality violations and insufficient vegetation in spray field. The visit focused on plant operations,
records, spray field and compliance with permit. Many thanks to Mr. Danny Hornbeck for his time
during the site visit. Please refer to the attached inspection summary for additional comments and
observations.
Your Site Assessment Report must be submitted to the Washington Regional Office
for review within ninety (90) days of receiving this Notice. Failure to submit the required reports
or failure to expeditiously eliminate the contaminant source and restore groundwater quality in the
affected area may result in the recommendation of enforcement action. Fines may be imposed
under NCGS 143-215.6A(a)(1) of not more than $25,000 per violation of any classification,
standard, limitation or management practice established pursuant to G.S. 143-214.1. Additional
action may include the issuance of a special order against you under the authority of G.S. 143-
215.2; or a request to the Attorney General to institute an action for injunctive relief. If any failure
to act is continuous, penalties may be assessed not to exceed a maximum penalty of $10,000 per
day per violation under NCGS 143-215.6A(b) so long as the violation continues.
As a result of the violations described in this Notice, this office is considering a
recommendation for a civil penalty assessment to the Director of the Division. We request
that you respond to this Notice within ten (10) days from its receipt. In your response, please
confirm Frit Cars intent to comply with the above requirements by specifying the actions you plan
to undertake to correct the violations and by submitting a proposed schedule for accomplishing
these actions.
If you have any questions regarding this Notice or need additional information, you may
contact Robert Tankard at [phone] or Justin Davis at [phone].
Sincerely,
Robert Tankard, Assisant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Craven County Health Department
Danny Hornbeck, ORC
Water Quality Regional Operations Section Central Files
WaRO

Compliance Inspection Report
Permit: WQ0002503 Effective: 07/09/08 Expiration: 06/30/17 Owner : Frit Car, Inc.
SOC: Effective: Expiration: Facility: Frit Car - Bridgeton Facility
County: Craven PO Box 569
Region: Washington
Contact Person: Cheri McCollum
Directions to Facility:
Bridgeton NC 28519
Title: Phone:
US Highway 17 north of Bridgeton. Access from US 17 just north of intersection wityh SR 1616 and 1433 (Old Vanceboro Rd. and
Forest Rd./Antioch Rd, respectively)..
System Classifications: SI,
Primary ORC: Danny Hornbeck
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 08/05/2016
Certification: 26718 Phone: [phone]
Entry Time: 10:OOAM Exit Time: 11:15AM
Primary Inspector: Justin K Davis Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Wastewater Irrigation
Facility Status: El Compliant Not Compliant
Question Areas:
▪ Miscellaneous Questions Treatment Record Keeping
▪ End Use -Irrigation
(See attachment summary)
Page: 1

Permit: WQ0002503 Owner - Facility: Frit Car, Inc.
Inspection Date: 08/05/2016 Inspection Type : Compliance Evaluation
Reason for Visit: Routine
Inspection Summary:
A compliance inspection was performed at the Frit Car Facility, WQ0002503, in Bridgeton on August 5, 2016 by Justin
Davis, WQROS WaRO. Mr. Danny Hornbeck, ORC, was onsite and performed the tour of the facility.
Noted in previous inspection, the 15 GPM Hydroblast cleanirtig unit is not in use. The unit is not connected to treatment
system. The sump pump tank was full, so the rail cars are not being cleaned at the time of the inspection. Records
checked 2014 and 2015 coincide with monthly reports.
The irrigation field was not in great shape at the time of the inspection. Due to the shade and pine needles supplied by the
full grown pine trees in the irrigation field, the Bermuda has had a difficult time growing properly. Spotted areas of dirt and
pine needles throughout the irrigation field. The ORC is having difficulty with his grass mowing and removal service. The
ORC noted that he would be reseeding the irrigation field as soon as the grass was cut and removed.
Monitoring Wells 1, 2, and 3 have had some GW-59 reports showing chromium concentration levels above 2L standard of
10 ug/L since 2014. MW-1 is in a location where different pieces of equipment are parked and is approximatley 200 feet
from the irrgiation field. MW-2 and MW-3 are on the border of the irrigation field. MW-2 had a chromium concentration of
13 ug/L in July 2015. MW-3 had a chromium concentration of 24 ug/L in November 2015. Effluent concentrations of
chromium range from 43 ug/L to 529 ug/L since 2012 to 2015. Due to reported high chromium levels and poor vegetation
stand in spray field the Facility is deemed out of compliance with Permit WQ0002503.
Page: 2

Permit: WQ0002503 Owner - Facility: Frit Car, Inc.
Inspection Date: 08/05/2016 Inspection Type : Compliance Evaluation
Reason for Visit: Routine
End Use -Irrigation Yes No NA NE
Are buffers adequate? • ❑ ❑ ❑
Is the cover crop type specified in permit? •❑ ❑ ❑
Is the crop cover acceptable? ❑•❑ ❑
Is the site condition adequate? ❑ • ❑ ❑
Is the site free of runoff / ponding? ME=
Is the acreage specified in the permit being utilized? MOOD
Is the application equipment present? ❑ ❑ ❑
Is the application equipment operational? ❑ ❑ ❑ =
Is the disposal field free of limiting slopes? •❑ ❑ ❑
Is access restricted and/or signs posted during active site use? •❑ ❑ ❑
Are any supply wells within the CB? ❑ ❑ ❑
Are any supply wells within 250' of the CB? ❑•❑ ❑
How close is the closest water supply well? ❑ ❑ ❑•
Is municipal water available in the area? •❑ ❑ ❑
# Info only: Does the permit call for monitoring wells? ❑ ❑ ❑
Are GW monitoring wells located properly w/ respect to RB and CB? •❑ ❑ ❑
Are GW monitoring wells properly constructed, including screened interval? MODE
Are monitoring wells damaged? ❑•❑ ❑
Comment: The irrigation field was not in great shape at the time of the inspection. Due to the shade and
pine needles supplied by the full grown pine trees in the irrigation field, the Bermuda has had a
difficult time growing properly. Spotted areas of dirt and pine needles throughout the irrigation
field. The ORC is having difficulty with his grass mowing and removal service. The ORC noted
that he would be reseeding the irrigation field as soon as the grass was cut and removed.
Record Keeping Yes No NA NE
Is a copy of current permit available? MOOD
Are monitoring reports present: NDMR? MOOD
NDAR? •❑ ❑ ❑
Are flow rates less than of permitted flow? •❑ ❑ ❑
Are flow rates less than of permitted flow? •❑ ❑ ❑
Are application rates adhered to? ❑ ❑ ❑
Is GW monitoring being conducted, if required (GW-59s submitted)? MEICIE1
Are all samples analyzed for all required parameters? MOOD
Are there any 2L GW quality violations? • ❑ ❑ ❑
Is GW-59A certification form completed for facility? ❑ ❑ ❑
Page: 3

Permit: W00002503 Owner - Facility: Frit Car. Inc.
Inspection Date: 08/05/2016 Inspection Type : Compliance Evaluation
Reason for Visit: Routine
Record Keeping
Is effluent sampled for same parameters as GW?
Do effluent concentrations exceed GW standards?
Are annual soil reports available?
# Are PAN records required?
# Did last soil report indicate a need for lime?
If so, has it been applied?
Are operational logs present?
Are lab sheets available for review?
Do lab sheets support data reported on NDMR?
Do lab sheets support data reported on GW-59s?
Are Operational and Maintenance records present?
Were Operational and Maintenance records complete?
Has permittee been free of public complaints in last 12 months?
Is a copy of the SOC readily available?
No treatment units bypassed since last inspection?
Comment: Soil Report 12/18/2015 Zn = 136 Cu = 150
Soil Report 12/30/2014 Zn = 123 Cu = 65
Weekly logs - Facility and spray fields checked weekly
Records checked coincide with monthly reports.
Monitoring Wells 1, 2, and 3 have had some GW-59 reports showing chromium concentration
levels above 2L standard of 10 uq/L since 2014. MW-1 is in a location where different pieces of
equipment are parked and is approximatley 200 feet from the irrqiation field. MW-2 and MW-3
are on the border of the irrigation field.
Treatment
Are Treatment facilities consistent with those outlined in the current permit?
Do all treatment units appear to be operational? (if no, note below.)
Yes No NA NE
❑ ❑ ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
❑•❑ ❑
❑•❑ ❑
❑ ❑• ❑
• ❑ ❑ ❑
11000
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑❑❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
❑ ❑ U ❑
• ❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑
• ❑ ❑ ❑
Comment Noted in previous inspection, the 15 GPM Hydroblast cleaning unit is not in use. The unit is not
connected to treatment system. ORC notes that the facility switched over from well water to
county water about 7 years ago. 13" of rain in July keeps the sump pump tank full, so the rail
cars are not being cleaned at the time of the inspection.
Type
Lagoon Spray, LR
Infiltration System
Reuse (Quality)
Yes No NA NE
Page: 4

Permit: WO0002503 Owner - Facility: Frit Car, Inc.
Inspection Date: 08/05/2016 Inspection Type : Compliance Evaluation
Reason for Visit: Routine
Type
Single Family Spray, LR
Activated Sludge Spray, LR
Activated Sludge Spray, HR
Activated Sludge Drip, LR
Single Family Drip
Recycle/Reuse
Yes No NA NE
Page: 5

SHEET
No.
2
FRIT CAR
NEW BERN, NORTH CAROLINA
AERIAL
POLY, INC.
1935 Headland Avenue
Dothan, AL 36303
334793-4700
102 Sunset Lane 2135 University Blvd. Ste. A
Shalimar, FL 32573 Tuscaloosa. AL 35401
850-609-1100 205-752-4037
VVVVW.POLY-INC.COM
DESIGNED BY:
DRAWN BY:
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ENG / ARCH OF RECORD:
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ARCHITECT
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SURVEY
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CA-0018-LS
A,C001551
.1118
LSF00132
DATE:
MAY 2017
REGISTRATION No.
These drawings are
copyrighted and the property
of Poly -Inc. Any use, partial
or full reproduction is
prohibited except *written
Agreement with Poly-inc.
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ARCHITECT
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DESIGNED BY:
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DATE:
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1935 Headland Avenue
ENG I ARCH OF RECORD:
REGISTRATION No.
Dothan, AL 36303
334]53-4]00
Cert. of Au h. No.
These drawings
102 Sunset Lane 2135 University Blvd. Ste. A
Shalimar, FL 32579 Tuscaloosa. AL 35401
AL FL GA.
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LEGEND EXISTING
WASTE BOUNDARY
REVIEW BOUNDARY
COMPLIANCE BOUNDARY
EXISTING WASTEWATER SPRAY HEAD
.di
1. WASTE BOUNDARY IS THE OUTSIDE RADIUS OF SPRAY HEADS.
2. REVIEW BOUNDARY IS MIDWAY BETWEEN COMPUANCE AND WASTE BOUNDARY.
3. COMPUANCE BOUNDARY IS 250 FEET FROM WASTE BOUNDARY OR 50 FEET
WITHIN PROPERTY BOUNDARY, WHICHEVER IS CLOSER TO THE WASTE BOUNDARY.
4. BOUNDARY LINES ARE APPROXIMATE, NOT FIELD LOCATED.
SHEET No.
PROJECT No.
8520010
FRIT CAR
Bridgeton, North Carolina
Waste Water Spray Field boundaries
POLY, INC.
1935 Headland Avenue
Dothan, AL 36303
334-793-4700
102 Sunset Lane 234 Aquarius Dr., Ste. 116
Shalimar, FL 32579 Birmingham, AL 35209
850-609-1100 205-913-0330
V VW.POLY-INC.COM
DESIGNED BY'.
DRAWN BY
JLM
ENG / ARCH / SURVEYOR OF RECORD.
DATE
SEPTEMBER 2021
REGISTRATION No.
Cert of Auth. NoAL . FL ea
ARCHITECT
ENGINEER
001118
001118
These drawings are
copyrighted and the property
of Poly -Inc. Any use, partial
or full reproduction is
prohibited except by wntten
Agreement with Tory -Inc.
IS)LY

DocuSign Envelope ID: 011ABDF9-7283-492C-887B-D1A5A767B823
ROY COOPER
Governor
DIONNE DELLI-GATT]
Secretary
S. DANIEL SMITH
Director
Mr. David Davis, P.G.
Senior Geologist
Poly, Inc.
Post Office Box 64
Shannon, Alabama 35142-0064
NORTH CAROLINA
Environmental Quality
May 11, 2021
RE: Iron Background Evaluation Comments
Frit Car, Inc.
Bridgeton, Craven County, North Carolina
Permit No. WQ0002503
Dear Mr. Davis:
The Washington Regional Office has reviewed the results of the Iron background
investigation that Poly, Inc. has performed at the Frit Car facility in Bridgeton, NC that you
submitted to our office on April 29, 2021. The report proposes the use of background data from
temporary background wells TM1 and TM3 as well as monitoring wells MW2, MW6, and MW7
located around the facilities spray field. It was our understanding, based on the proposal submitted
to our office in your May 11, 2020 letter, that site specific Iron background levels would be
developed from data collected at TM1 and TM3, located in areas of the facility away from the
spray field. Our office is not comfortable with using data from wells located in the vicinity of the
spray field and inside the Compliance Boundary, as defined in 15A NCAC 02L .0107, to develop
background levels. Especially, since effluent quality data at the facility included in the report
presents Iron concentrations with an average of approximately 26 mg/L, which is almost one order
of magnitude greater that the North Carolina Groundwater Standard of 0.3 mg/L.
We request that you recalculate a site specific Iron background level using the data
from TM1 and TM3. If Iron concentrations are detected above this background level in wells
located at the Review Boundary around the spray field, as defined in 15A NCAC 02L .0108, Frit
Car will need to evaluate if the background level has been exceeded at the Compliance Boundary,
as required by 15A NCAC 021 .0106(b). Exceedance of the background level at the Compliance
Boundary will require development of a Corrective Action Plan, as required by 15 A NCAC
02L .0106(f) and (h). Corrective Actions could include modifications to the wastewater treatment
system to reduce the Iron concentration in the effluent or the use of other effluent disposal options.
Should conclusions determine that improvements to the wastewater treatment system are
warranted, other disposal options such as Industrial Pump and Haul may be feasible.
wocARouto
D_E
D,p,ba.m m eaalroama.tar ua.1111
North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1943 Washington Square Mall 1 Washington, North Carolina 27889
252.946.6481

DocuSign Envelope ID: 011ABDF9-7283-492C-887B-D1A5A767B823
David Davis
May 11, 2021
Page 2 of 2
Thank you for your continued cooperation. Should you have any questions concerning the
contents of this letter, please contact me at [phone].
cc: Laserfiche
wocARouto
D_E
D,p,ba.m m eaalroama.tar
Sincerely,
Dwight Randy Sipe P.G., Hydrogeologist
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1943 Washington Square Mall 1 Washington, North Carolina 27889
252.946.6481

Water Resources
ENVIRONMENTAL. QUALITY
July 25, 2017
LARRY LANHAM - PRESIDENT
FRIT CAR, INC.
POST OFFICE Box 1340
BREWTON, ALABAMA 36427
Dear Mr. Lanham:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0002503
Bridgeton Facility
Closed -Loop Recycle and
Wastewater irrigation System
Craven County
In accordance with your permit renewal request received May 18, 2017, we are forwarding
herewith Permit No. WQ0002503 dated July 25, 2017, to Frit Car, Inc. for the continued operation of the
subject closed -loop recycle, wastewater treatment, and irrigation facilities.
This pernxit shall be effective from the date of issuance until June 30, 2022, shall void Permit No.
WQ0002503 issued July 9, 2008, and shall be subject to the conditions and limitations as specified therein.
Please pay attention to the monitoring requirements listed in Attachments A, B and C 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.
Please note the following permit conditions have been removed since the last permit issuance
dated July 9, 2008:
• Old Condition 1.2. — This condition has been removed because the subject facility is not located
in the coastal area as defined in 15A NC.AC 02H .0400,
Ol.d. Condition 111.8. — This condition has been removed because the subject facility is not
located in the coastal area as defined in 1 SA NCAC 0211.0400.
• Old. Condition VI.10, — This condition has been removed.
Please note the following permit conditions are new since the last permit issuance dated July
9, 2008:
• Condition 11.10, — This condition requires the Permittee to ensure that any landowner who is
not the Perrnittee and owns land within the compliance boundary executes and files an
easement with the Craven County Register of Deeds,
'"�"is# thigig Compares° .
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting j Non -Discharge Permitting
1617 lvlail Service Center 1 Raleigh, North Carolina 27699-1617
419-807.6332

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
CLOSED -LOOP RECYCLE 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
Frit Car, Inc.
Craven County
FOR THE
continued operation of a 7,200 gallon per day (GPD) closed -loop recycle system consisting of: a 15 gallon
per minute (GPM) high pressure hydro blast; a service pump, a supply tank; a static screen and solids
storage area; and all associated piping, valves, controls, and appurtenances; and the
continued operation of an 867 GPD wastewater treatment and irrigation facility consisting of: a 1,900 gallon
sump with an oil skimming system (21 feet by 4 feet), and a 50 GPM, 0.75 horsepower (hp) sump pump; a
1,100 gallon clarifier with a 1.5 hp mixer and a 60 GPM pump; chemical addition using a 375 gallon lime
slurry tank with a with a• 1.0 hp pump and pH monitoring; two 50 square foot (ft) sludge drying beds; a
30,000 gallon. aerated storage tank with a 170 GPM, 7.5 hp pump; a 1.1 acre spray irrigation area; and all
associated piping, valves, controls, and appurtenances
to serve the Bridgeton. Facility, with no discharge of wastes to surface waters, pursuant to the application
received May 18, 2017, and in conformity with the project plans, specifications,and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until June 30, 2022, shall void Permit No,
WQ0002503 issued July 9, 2008, and shall be subject to the following specified conditions and limitations:
SCHEDULES
I., No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this perrnit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein; and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate, Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
{15A NCAC 02T .0105(d), 02T .0106, 02T ,01.09, 02T .01.15(c)J
WQ0002503 Version 4.0
Shell Version 15120 Page 1. of 8

11. The facilities permitted herein shall be constructed per the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 021-1 .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv, Any property line: 150
v. Public right of way. 50
[15A NCAC 02.E .0219(j)]
b. The setbacks for storage and treatment units pertini.tted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
i.i, Any property li.ne: 50
[1.5A NCAC 02H .0219(j)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting
from the operation of this facility. The Permit tee shalt; maintain an Operation and Maintenance Plan,
which at a minimum shall include operational functions, maintenanee schedules, safety measures and
a spill response plan. [15A NCAC 02T .0507, 02T .1007]
2. Upon the Water Pollution Control System. Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC OSG .0200 the
Perm.ittee shall designate and employ a certified operator in responsible charge (ORC) andone or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with I5A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [1SA NCAC 02T .0117]
3. A suitable year round vegetative cover shall be maintained at all tithes, such that erop health is
optimized, allows for even distribution of effluent and .allows inspection of the irrigation system.. [15A
NCAC 02T ..0108(b)(1)]
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed.
in Attachment B. [I5A NCAC 02T .0108(b)(1)]
Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15ANCAC 02T .0108(b)(I)]
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15ANCAC 02T .0108(b)(1)]
7. Only effluent from. the .Bridgeton Facility shall be irrigated on the sites listed in Attachment B. [CGS.
143-215.1]
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(i)]
WQ0002503 Version 4.0
Shell Version 151201 Page 3 of 8

6. Three copies of all monitoring data (as specified in Conditions IV,3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal :records (as specified in Condition IV 5.) and
NDAR- 1 for every site in Attachment 1 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
[t 5A NCAC 02T .0105(1)]
7, A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, o:r 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 .0108(b)(1)]
8. A maintenance tog shall be maintained at this facility. This log shallbe maintained at the :facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Visual observations of the plant and plant site; and
b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[15A NCAC 02T .0108(b)(1)].
9, Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C. All mapping, well construction forms, well abandonment forms and monitoring data shall refer to
the permit number and the well :nomenclature as provided in Attachment C and Figure 1.. [15A NCAC
02T .0105(m)]
10. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
M.onitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month :following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certificationform shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
[15A NCAC 02T .0105(m)]
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
WQ0002503 Version 4.0
Shell Version 151201 Page 5 of 8

V, INSPECTIONS
The Perznittee shall provide adequate inspection and maintenance to ensure proper operation of the
closed -loop recycle, wastewater treatment, and irrigation. facilities, [1SA NCAC 02T ,0108(b)]
2. The Permittee or their designee shall inspect the closed -loop recycle, waste -water treatment, and
irrigation facilities to prevent malfunctions, facility deterioration and operator errors resulting in
discharges, which may cause the release of wastes to the environment, a threat to human health or a
public nuisance. The Peiudttee shall maintain an inspection log that includes, at a minimum, the date
and time of inspection, observations made, and any .maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date ofthe inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place an or related to the closed -loop recycle, wastewater treatment, and
irrigation facilities permitted herein at any reasonable time for the purpose of determining compliance
with this permit; may inspect or copy any records required to be maintained under the terms and
conditions of this permit, and may collect groundwater, surface water or leachate samples. [G.S. 143-
2.1.5.3 (a)(2)]
GENERAL CONDITIONS
Failure to comply with the conditions andlimitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143.215.6.A to
143--215.6C, [G.S..143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in. accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation, [15A NCAC 02T .0110]
This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation, No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested andapproved i:nthis permit pursuant to 15ANCAC 02T .01.05(n)..
[G.S. 143-21,5,1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which. may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B ,0200; erosion and sedimentation. control requirements in 15A NCAC Chapter 4 and
under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02.8
.0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
General Statutes. [1SA NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall, be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6, The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted l i.erei.n, [15A NCAC 02T .0108(b)(1)]
7. The Perm .i.ttee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.0105(j)]
WQ0002503 Version. 4.0 Shell Version 151201 Page 7 of 8

Number: WQ0002503
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