WQ0035595_Modification_20191209

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submital an
application?*
r Yes r No
Is this a complete
application?*
r Yes r No
Project Number* WQ0035595
Applicant/Permittee Granville Farms, Inc.
Applicant/Permittee PO Box 1396 Oxford, NC 27565
Address
Is the owner in BIMS?
r Yes r No
Owner Type Organization
Facility Name Granville Farms RLAP
County Edgecombe
Complete App Date
12/09/2019
Is the facility in BIMS?
r Yes r No
Fee Category Fee Amount
Major $395
Signature Authority Jason Smith
Signature Authority Title Vice President
Signature Authority Email [e-mail]
Document Type (if
non -application)
Email Notifications
Does this need O Yes
review by the r No
hydrogeologist? *
Regional Office Raleigh

CO Reviewer Ranveer Katyal: eads\rkatyal
Admin Reviewer [e-mail]
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Comments for Reviewer
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by NDB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
........................................................................................................................................................................................................................................................................................................................................................................
Name * Drew Matthews
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
r Annual Report
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0035595
currently has project
Applicant\Permittee * Granville Farms, Inc.
Applicant/Permittee PO Box 1396 Oxford, NC 27565
Address*
Facility Name * Granville Farms RLAP
Phone Number*
2528839301
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Rans, Specifications, Calculations, Etc.)
GFI WQ0035595 Permit Mod Dec 19.pdf 79.75MB
Upload only 1 RDF document. Maniple documents must be combined into one RDF file.

For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a paper --polka*-ion is required,
be advised, applications accepted' far pre -review until both the paper and eIect-c-,i_ co1)ies nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (calcs, soils report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
MallinE address:
❑iuision of Water Resources1 Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
1617 Mail Service Center 1 Aft: Nathaniel Thornburg, 91° Floor, Cfice #942W
----------------------------------------------------------- -----------------------------------------
Raleih, NC 27699-1617 512 N. Salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. 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).
Signature
0- �
Submission Date 12/9/2019

GRANVILLE FARMS, INC.
PERMIT MODIFICATION
CLASS B PROGRAM
WQ0035595
Submitted by:
Soil Plus
PO Box 1396
Oxford, North Carolina 27565
December 9, 2019
SOIL PLUS

SOIL PLUS
December 9, 2019
NCDEQ-DWR
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Nathaniel Thornburg
Reference: PERMIT MODIFICATION
Granville Farms, Inc. Residual Biosolids "Class B" Program
Permit # WQ0035595
Soil Plus Project No. 200705.D10
Mr. Thornburg:
Soil Plus, LLC (Soil Plus) is submitting one paper copy and one electronic copy of this
permit modification application package for Granville Farms, Inc. (WQ0035595). This
package includes:
1. Completed Residual Land Application Program Application
2. Completed Residual Source Certification Attachment
a. Arbor Hills MHP (New)
b. Birchwood RV Park (New)
c. Chapel Ridge WWTP (New)
d. Cottonwood/Baywood WWTP (New)
e. Lake Royale WWTP (New)
f. Lewiston Woodville WWTP (New)
g. Hominy Creek WRF (Modified)
h. Perdue WWTP (Modified)
3. Completed Land Application Site Certification Attachment
a. Eddie Brown (EB)
This package is designed to add (6) new facilities, increase the permitted dry tonnage for (2)
facilities, and add (4) fields in Martin County totaling approximately 68 acres. A check for
$395 is enclosed with this package per the Division of Water Resources Land Application
Unit's fee schedule for a major modification to a major non -discharge permit.
Soil Plus will be responsible for completing this permit application for the Granville Farms,
Inc. If there is any further information required or questions regarding this permit
application, please do not hesitate to contact me for assistance.
PO Box 1396
Oxford, NC 27565
Respectfully,
[phone]
[e-mail]
wwwsoilplus.net
Drew Matthews, Soil Plus LLC
Jason Smith, Granville Farms Inc.

Residual Land Application Program
Application
Weighted Source PAN Calculations
Revised O&M Plan
Residual Source Certification Attachment
Arbor Hills MHP
Analytical/Field Loading Calculations
Residual Source Certification Attachment
Granville Birchwood RV Park
Analytical/Field Loading Calculations
Farms, Inc.
Residual Source Certification Attachment
Chapel Ridge WWTP
Permit Analytical/Field Loading Calculations
Modification
Residual Source Certification Attachment
Cottonwood/Baywood WWTP
Analytical/Field Loading Calculations
WQ0035595
Residual Source Certification Attachment
Lake Royale WWTP
E dge c o mb e Analytical/Field Loading Calculations
County, NC Residual Source Certification Attachment
Lewiston Woodville WWTP
Analytical/Field Loading Calculations
Residual Source Certification Attachment
Hominy Creek WRF
Analytical/Field Loading Calculations
Residual Source Certification Attachment
Perdue WWTP
Analytical/Field Loading Calculations
Land Application Site Certification
Attachment
Site EB
Land Owner Agreement Form
Martin County Board of Commissioners Notification / Maps
Soil Scientist Certification and Borings
Biosohd Utilization Calculations / Sod Samples

APPENDIX 1
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Land Application Program Application
RLAP
Weighted Source PAN Calculations
Revised O&M Plan

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 03-15
I. APPLICANT INFORMATION:
1. Applicant's name: Granville Farms, Inc.
Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106: Jason Smith Title: Vice President
Applicant's mailing address: P.O. Box 1396
City: Oxford State: NC Zip: 27565-
Telephone number: [phone] Email Address: jsmithkgranvillefarmsinc.com
2. Consultant's name: Drew Matthews License Number (for P.E.):
Affiliation: ❑ On Staff ® Retained (Firm: Soil Plus, LLC)
Consultant's mailing address: PO Box 1396
City: Oxford State: NC Zip: 27565-
Telephone number: [phone] Email Address: dmatthewsksoilplus.net
3. Agronomist's name:
License Number:
Affiliation: ❑ N/A ❑ On Staff
0 Retained (Firm: )
Agronomist's mailing address:
City: State:
Zip: -
Telephone number: (_) _-
Email Address:
4. Soil Scientist's name:
License Number: ME
Affiliation: 0 N/A ❑ On Staff
N Retained (Firm: _)
Soil Scientist's mailing address: _
City: = State:
Zip: �-
Telephone number: O -
Email Address:
5. Fee submitted: $395.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): M new, ® modified, ❑ renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WQ0035595
Date of most -recently issued permit: October 10, 2016
Date of most -recently certified Attachment A (if different than the permit): April 17, 2019
Date of most -recently certified Attachment B (if different than the permit): April 17, 2019
FORM: RLAP 03-15 Page 1 of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: NA
City: State: Zip: -
Coordinates: Latitude: _° Longitude:
Datum: -M Level of accuracy:
Method of measurement:
County where residuals land application program is headquartered: _
1. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification Number
ORC
Jason Smith
Granville Farms, Inc.
13266
Back -Up ORC
Bryan A. Smith
Granville Farms, Inc.
13265
Additional Back -Up
ORCs
if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide
the candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training
school and certification test:
2. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in
the following table:
Maximum amount of residuals to be certified: 8,701 dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
33.58
48.05
292,221
418,057
Five -Year Maximum Adjusted
47.69
58.48
414,991
508,872
b. Land Application Site Use Summary: Summarize information regarding the land application sites as currently certified
and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
Row Crops
415.21
Hay
181.14
Pasture
Total:
596.35
Methods
Surface
596.35
Incorporation or Injection
Total:
596.35
FORM: RLAP 03-15 Page 2 of 4

c. Residuals Land Application Summary: Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
Assumed
Application Rate
(lbs PAN/ac yr)
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
50
5,844.43
8,361.13
8,299.81
10,177.43
100
2,922.21
4,180.57
4,149.91
5,088.72
150
1,948.14
2,787.04
2,766.60
3,392.48
200
1,461.11
2,090.28
2,074.95
2,544.36
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the proposed
residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage, not enough land, vector
reduction practices not in place, etc.): Many of these sources will also maintain their current land application program in
coniunction with this one. Basicallv for most sources this Dermit will not serve as an exclusive land application moeram. but
rather as a supplement.
7. Specify type of residuals program (See Instruction F): ® Non -dedicated ❑ Dedicated
If Dedicated, specify the following (check all that apply):
❑ Residuals program contains any land application site(s) that receives residuals at rates or frequencies greater than
agronomic rates, explain; I
❑ Residuals program contains any land application site(s) that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance, explain;
❑ Residuals program contains any land application site(s) that receives residuals through fixed irrigation facilities or
irrigation facilities fed through a fixed supply system, explain; -A
IV. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the following Residuals Source Certification and all associated documentation.
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new, renewed, or modified land application site)
Complete and submit the following Land Applications Site Certification and all associated documentation.
IR
Land Application Siite
Certification.doc
FORM: RLAP 03-15 Page 3 of 4

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with
any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
Yes No, Explain; .
I, Jason Smith Vice President
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for Granville Farms. Inc.
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water
Resources may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes
unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate
enforcement action, which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine
not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
JSignature: qoCir1 � .��1� Date:
FORM: RLAP 03-15 Page 4 of 4

Q
a
4 4 O� 0 0 M O E; ' .m. c, a a I 0 0 o O N, O c O ti A O n 8 M o 4 N L r �
0 0 0 0 0 0 0 0 0 �D a o 0 0 0 0 pnp
.� .� o N r GNi
N a O N Ni N
C
I a r o N o o M e mr a w n
0 0 N f o ll�M
0 g
M M M M M N M N M
0 0 0 0 .M+ M a c 0 0 0 0 0 0 0 cr�l .. N O a O N N 0 0 0 cat O O O O O O b
cV G C G O G O C O C O .+ O C O G O G C C O G M......
C
a a
c
a 1a� � M r N 1 V" -F NS a" r P r IV' m 1, M r M W O S 1,1. 4V 9 & 1,S N 'n
M M O . C. M r M . N .� O M M . .� 1� cVi ? yy a �'. . M M a r r . .. G p
N N
V
.• �O .. �O N
.
M oD If C � .+ rN M N a0 1� W vi O o G,� a 'V .+ N
O O C O C O 0 0 0 .� O O C 0 0 0 0 0 0 .+ ..-� C O O O O O O O C C M Ni O O O O O C O
a W i O r O
Q ~ ~ a P
z
U
O C/11814/1 & Mm 1.1 O"^218 iM1 O M& N W rrI11 M W a� 11
r
C r m m m E. F4� N 0N KO oo s C a M o2 Nr,NSNM M
r -..1 Ca N N
r ONO Y C O If O M TA 14,16
OM N�N w
N W rr M T 1 Y O M�
— N N N N N - M — N N — — — — N N N N — — - N .- � N N � — N — — - — N — N N — .. — —
a
N
P.
1 O O S O MO O O� O O N O O MO O O O� N M r O 0 0 0 0 0 0 S 2 O N M~ W N 8 .� M a
.n. S N O .n+ .-. . . . N . O .-� O O r 0
0 0 0 0 C\ (V 0 0 0 0 0 0 0 0 C\ O N 0 0 0 0 0 0 0 0
vMi N N N N N r m d O O N
. . . O O m ~V' MV' m O r
.-� N C C .-C` C` . .� C` O � . rl � V (V . . . O c0 0o a N rl O G M Ih
0 0 0 0 0 0 0 0 0 0 o M o 0 0 0 0 0 0 0 0 0 o vi o
C S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O
Q
U
A, `" v w° vQ� o o q T B '� '° v '3 U > ""a ra r o g c '� o 'a 'a n, v❑ o
z, C A
A 3 q
o �
U
u o 00 0 0
a .-�N

GRANVILLE FARMS, INC.
OPERATION AND MAINTENANCE PLAN
LAND APPLICATION OF CLASS B
RESIDUAL BIOSOLIDS WQ#0035595
Revised October 2019

1.0 SUMMARY
Granville Farms, Inc. (GFI) is a privately owned company that is contracted to haul and land apply nutrient enriched
by-products such as Biosolids from Wastewater Treatment Plants, Residuals from Water Treatment Plants, Animal
Waste from Animal Production Facilities, and certain Construction Debris from Road Work (i.e. slurry water from
diamond cutting of concrete). GFI is unique in that it does not participate in the generation or treatment of the by-
products generated by any of the source types listed above. At times GFI is requested to provide lime stabilization
of Biosolids by smaller operating facilities, but this quantity is normally very small. GFI's main role is to provide
transportation and operational equipment to spread the nutrient enriched by-products listed above.
Another unique characteristic about GFI is that it owns and maintains permits to land apply these by-products. Given
that most generators are issued their own land application permit, they have direct oversight of the preparation,
removal, and application of their by-products. This creates some operational and permit challenges for GFI since
standard, state issued permits are typically issued to generators not land application companies. This Operation and
Maintenance Plan (O&M) addresses how GFI is able to manage by-products produced by multiple, independent
generators and land applies under their own land application permit.
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

GRANVILLE FARMS O&M PLAN
SAMPLING & ANALYTICAL

2.0 ANALYTICAL REQUIREMENTS
Prior to the hauling and land application event being schedule the generator must provide analytical results
documenting that all parameters listed in Condition IV. 2 — 4 and at the frequency listed in most recent copy of this
permit. If GFI does not collect the sample then it DOES NOT own the responsibility of the integrity of the sample
and the method it was collected, transported, submitted, and analyzed. Should the generating source elect to have
GFI collect the sample prior to land application, then it will be done in the following manner:
Four factors that may ultimately affect the integrity of reported data include: 1) obtaining a representative sample, 2)
preventing contamination of the sample, 3) providing legal documentation of the sampling event, and 4) protecting
the sample from chemical, physical or biological change prior to analysis.
A sample will be collected according to the schedule provided in the most recent copy of the Attachment of this
permit and prior to land application one composite sample should be pulled from a designated location from the
generating source. GFI has identified Meritech, Inc. out of Reidsville, NC to be used as the Certified
Laboratory. The composite sample should be analyzed for:
• % Solids,
• Nitrogen Series (TKN, Ammonia, Nitrate, Nitrite, and Organic Nitrogen),
• Phosphorus,
• Potassium,
• Sulfur,
• Calcium,
• Magnesium,
• Sodium,
• Iron,
• Aluminum,
• Manganese,
• Copper,
• Zinc,
• and Remaining 503 Metals (i.e. Arsenic, Cadmium, Chromium, Mercury, Molybdenum, Lead, Nickel,
Selenium)
Approximately 2 quarts of residual should be collected. The sample containers should be clean and sterile. They
should also be labeled so that they are easily identifiable in the lab. The samples should be pulled using the method
listed below:
❖ Collect one sample from each digester(s) from which the material will be land applied using a "swing sampler"
o The swing sampler must be used with a sterile, plastic 960 ml container
❖ Combine each sample in a stainless steel bucket
❖ Mix thoroughly using a fiberglass rod
❖ Collect each sample from the top of the access point at each digester. This access point is obtained by climbing
the installed ladder on the side of the digester.
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

Once the sample is pulled, it should be placed in medium size cooler packed with ice. The sample should be collected
with an enough time so that it can be delivered to the laboratory.
Once per calendar year (if applicable) a sample should be collected and submitted to Meritech, Inc. in
Reidsville, NC. This sample should be analyzed for:
• Full TCLP
• Ignitability, Corrositivity, and Reactivity
• Requires 5 Liters (In Opac Glass Bottles)
If required, a third should be submitted to Meritech, Inc. for a 30-Day Scale Bench test and Fecal Colifom Density.
The 30-Day Scale Bench Test also requires 1 quart of "clear" water from the Clarifier for Dilution if necessary.
This sample would be analyzed for:
• 30-Day Scale Bench Test (4 Quarts of Residuals and 1 Quart of Clarifier water)
• Fecal Coliform Density Test (seven pint samples)
The contact information for the lab is:
Mailing Address
Meritech, Inc.
642 Tamco Rd
Reidsville, NC 27320
[phone]
Sampling frequency will be conducted in accordance with the Table listed in the most recent Attachment A of this
permit. The sample will be collected by a representative of Soil Plus, LLC. For further information please contact:
Drew Matthews
PO Box 1396
Oxford, NC 27565
252-883-9301
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

GRANVILLE FARMS O&M PLAN
OPERATION, SPILL CONTROLL, & TRAINING

3.0 BIOSOLIDS REMOVAL, TRANSPORT, AND APPLICATION
Biosolids will be transported from the generators to suitable, permitted land application sites. Transport equipment
will be inspected, licensed and appropriately marked, as required, for the purpose of transporting biosolids. Biosolids
will be delivered to the application sites between sunrise to sunset.
Both liquid and dewatered biosolids distribution on the land application sites will be uniform throughout the
application area. To ensure adequate control of the application rate for each site, the equipment used for spreading
the sludge will be calibrated by measuring the amount handled on a known square footage. While the rate of discharge
from the application vehicle is fixed, the speed of the equipment can be adjusted to maintain the flow rate needed to
achieve specific application rates. Spreading operations will be discontinued during periods of inclement weather and
will not be resumed until sufficient drying of the fields has occurred. This allows equipment access without causing
excessive soil compaction or rutting. To prevent adherence of the biosolids, transport vehicles will be equipped with
rear mud flaps, thereby preventing biosolids from being tracked onto roadways. Biosolids adhering to the mud flap
will be scraped off in the field before the truck returns to the roadway. Examples of our application tracking and
summary form/reports can be provided upon request.
4.0 SITE OPERATION
Biosolids will be surface applied at the properly -calculated agronomic rate and in strict accordance with any state and
federal regulations for the land application of the biosolids. Buffer zone distances will be observed in accordance with
applicable state and federal regulations. Buffer zones will be flagged and no biosolids will be applied within those
areas. The most restrictive buffer will apply in combined situations. Operational provisions will be taken to prevent
soil loss through erosion. Provisions will include contour application and avoidance of areas where surface drainage
patterns result in concentrated flow of runoff from rainfall. In accordance with sound, industry standard agronomic
practice, areas which are unseasonably wet (and would produce rutting or damage to the field) will not be utilized for
biosolids application operations during those periods. Operations will be discontinued when soils are saturated and
will not be resumed until the field has sufficient dried. The amount of biosolids applied will not exceed the hydraulic
capacity of the soil at the time of each application. If a subsequent pass across a field is necessary to achieve the
desired application rate, sufficient drying time will be allowed between passes.
5.0 PROJECT CONTROL
To ensure biosolids are continuously applied at the correct application rate and in a manner consistent with the
Operations Plan, a GFI Project/Field Manager will be in direct charge of the field operations, controlling the amount
of biosolids delivered to each field, and conducting daily field inspections. Field inspections will include ensuring that
flags are in place, biosolids are applied uniformly at the designated application rate, setbacks are observed, trucks are
unloading at best location, trucks are not driving over biosolids, trucks are cleaned before leaving the field and the
land application equipment is maintained in working condition.
6.0 TRANSPORTATION SYSTEM ROUTING
Per the specifications, GFI transportation vehicles will be equipped with GPS devices that will guide drivers to the
land application sites. Transportation routes will follow primary highways and avoid residential areas where possible.
Designated routes are followed unless a detour is specified. In the event of a detour route, it shall be taken as specified
by the detour authority. There shall be no unscheduled stops when loaded. Transportation vehicles will be inspected,
licensed and appropriately marked as required with identification numbers for the purpose of this contract. All units
will be equipped with spill guards and full mud flaps. This will prevent the biosolids from adhering to the tires and
undercarriage of the transport vehicle, thereby preventing biosolids from being tracked onto roadways. Biosolids
adhering to the mud flap will be scraped off in the field before the truck returns to the roadway. All federal OSHA
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

and DOT laws and regulations are complied with for the protection of our clients, the community and our drivers.
Examples of vehicle and driver transportation logs and inspection forms can be provided upon request.
7.0 DEWATERED BIOSOLIDS
Dewatered biosolids will be transported in standard end dump trailers with a capacity of 22 wet tons. The tankers will
be loaded per the generator's specifications and standard protocols. The aluminum dump trailers used for
transportation of dewatered cake biosolids will be equipped with sealed tailgates and will be completely sealed to
prevent leakage. All trucks will be fully covered and will be fitted with positive lock tailgates.
8.0 LIQUID BIOSOLIDS
Liquid biosolids will be transported using 6,500 gallon capacity liquid tankers, pulled by standard road tractors, for
liquid biosolids transportation. The tankers will be loaded per the generator's specifications and standard protocols.
The tractor/tanker unit will transport its load to a designated staging area inside the buffered area of a permitted
land application site.
9.0 APPLICATION (SPREADING) — DEWATERED BIOSOLIDS
At the staging area each load will be unloaded in.a designated area within the land application site. Biosolids will be
loaded into our Side Slinger cake box by a GFI employee using a front-end loader. This unit is capable of delivering
an accurate, calibrated application of dewatered biosolids over the application site. The uniform spread pattern ensures
that biosolids are applied at proper agronomic (nutrient) and hydraulic loading rates. The application rates for each
site, and its corresponding crop, will be determined based on the Plant Available Nitrogen (PAN) content of the
biosolids, or other limiting factors. Typical applications will deliver between 75 and 100 percent of a crop's annual
PAN requirement.
10.0 APPLICATION (SPREADING) — LIQUID BIOSOLIDS
At the staging area each load will be transferred into a 4,000 gallon capacity pull behind subsequent land application.
This unit is capable of delivering an accurate, calibrated application of liquid biosolids over the application site. The
uniform spread pattern ensures that biosolids are applied at proper agronomic (nutrient) and hydraulic loading rates.
The application rates for each site, and its corresponding crop, will be determined based on the Plant Available
Nitrogen (PAN) content of the biosolids, or other limiting factors. Typical applications will deliver between 75 and
100 percent of a crop's annual PAN requirement.
11.0 SPILL AND EMERGENCY RESPONSE PROGRAM
In the unlikely event of a spill, GFI will take the following actions immediately.
• Halt Source of Spill. Use of any leaking or damaged unit which is causing the spill will cease immediately. The
unit will be repaired before resuming its use.
• Contain Spill. In the event large quantities of biosolids have been spilled, straw bales will be used where
available and as necessary to either form a barrier or absorb biosolids.
• Clean -Up. Depending on the type and amount of biosolids spilled, a variety of equipment may be used to
remove the biosolids: front-end loader, shovels and brooms and vacuum equipment of a liquid biosolids
applicator. Any biosolids removed from the spill site will be spread on an approved application site, returned
to the WWTP, or disposed of in an approved landfill.
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

• Final Clean -Up. Flush roadways with water or sweep as necessary to clean. Allow to dry and incorporate if
spill occurs on non -paved and tillable area. In the event a spill occurs on private property, final clean-up
should be completed immediately to the satisfaction of the owner.
• Management of Clean -Up Efforts. The Operations Manager will take immediate charge and initiate clean-up
activities. GFI labor will be used, with additional labor secured as needed. The Operations Manager will also
communicate with the public on the scene, answering questions and advising of clean-up activities.
• Reporting. All spills will be reported immediately to GFI offices and the client. State and local agencies will
be notified in accordance with their notification requirements. Within 24 hours of the spill, the Operations
Manager will send GFI office a written report detailing how the spill occurred and remedial action taken. This
report will be provided using the enclosed Spill Report form.
• Spill Prevention. The Operations Manager will implement the following spill prevention measures:
o Ensure truck drivers watch trailer while loading and do not overload;
o Ensure trailer hatches are closed and latched while transporting;
o Ensure trailer seals are inspected on a daily basis and replaced as necessary; and
o Ensure unloading operations in the field are conducted to minimize any potential runoff or tracking.
All employees receive safety and spill response training as part to their new hire training and thereafter participate in
our monthly safety and spill response training program. In addition to our internal training and protocols, we also
contract with a regional emergency response firm - HEPACO - available to respond to an incident in the Central and
Eastern North Carolina area within two hours. A copy of our agreement with HEPACO can be provided upon
request.
Names and Titles of Inspection Personnel
Andy Smith, Area Supervisor
Jason Smith, Area Supervisor
JT Bryant, Regional Supervisor
Jay Bryant, Project Supervisor
Matt Foster Project Supervisor
BJ Bryant, Field operator
Jeff Bumpass, Field operator
Tammy Walston, Field operator
12.0 PREVENTION
The goal of a compliance assurance system is to prevent compliance issues from occurring. Prevention involves:
• Ensuring personnel understand their role in assuring compliance;
• Identifying compliance requirements at the federal, state and local levels;
• Implementing a system where compliance tasks are scheduled, assigned and tracked to completion;
• Developing standard operating procedures where appropriate; and
• Reviewing the compliance task list and standard operating procedures on an ongoing basis and modifying
them as appropriate to account for changes in regulations/requirements and operating methods, and to
address compliance deficiencies.
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

GFI ensures employees understand their role in assuring compliance through new employee orientation programs
and on the job training.
13.0 Standard Operating Procedures (SOP's)
GFI develops and implements SOPs to ensure compliance tasks are completed consistently across the company.
The SOP provides standard forms to use, approved biosolids analytical methods, frequency of monitoring
information, etc. Another key SOP relative to preventing compliance issues from occurring is the use of a "Pre -
Operating and Buffer Checklist".
The Pre -Operating and Buffer Checklist ensures federal, state and local regulations and permit requirements are met
prior to initiating biosolids applications at field sites. Compliance items on the Checklist include:
• The field is permitted and suitable for the biosolids/residuals type being applied;
• Pre -application requirements are met;
• Farmer and landowner agreements are current and the crop to be grown has been verified;
• The field is flagged to prevent applications in buffer zones and restricted areas;
• The appropriate application rate and field capacity is calculated; and
• Any special permit or local requirements are met.
• A listing of the buffer zones and restricted areas where biosolids/residuals cannot be applied
• A listing of operating requirements including notification requirements,
• application method requirements, and inclement weather operating requirements
14.0 ASSESMENT
To help ensure compliance requirements are being met and the compliance assurance system is implemented and
working, periodic, consistent, objective and documented assessments of a project/facility's compliance status are
conducted. GFI personnel have clearly -defined compliance assessment responsibilities and time to conduct such
assessments. GFI conducts informal site inspections and formal audits on an ongoing basis.
15.0 CORRECTIVE ACTION
Once compliance issues have been identified during the course of day to day business and through internal audits and
inspections a system must be in place which ensures that appropriate and timely corrective action is taken, the cause
of the compliance issue is identified and actions are taken to prevent recurrence of the issue.
GFI's goal is to have no instances of non-compliance. However, issues and incidents may occur and when this
happens employees work to correct the incident in a timely and thorough manner. When compliance issues are
identified, the situation is examined to determine the root cause of the problem and the corrective and preventive
action that must be taken. The preventive action must address the root cause with the goal of preventing a recurrence.
Depending on the nature of the compliance issue, it is assigned to one or more responsible parties to ensure that the
corrective and preventive actions are implemented. A deadline for completion of the task is assigned and the issue is
tracked to completion by regional and corporate compliance personnel.
16.0 TRAINING
An effective compliance training program involves:
• Identifying training needs and requirements;
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

• Assigning personnel to provide training and providing them the resources they need to conduct training;
• Documenting and tracking that mandatory t raining has occurred; and
• An employee's training needs and requirements, as well as their training responsibilities, are based on
his/her position within the company.
Revised 10/19 ©Granville Farms, Inc. Operation and Maintenance Plan

GRANVILLE FARMS O&M PLAN
PROCESS FLOW DIAGRAM

GRANVILLE FARMS CLASS B WWTP SOURCES
Ahoskie WWTP
Amherst WWTP
Arbor Hills MHP
Ashley Hills WWTP
Avocet
Barclay Downs WWTP
Beachwood WWTP
Birchwood RV Park
Briar Chapel WWTP
Briarwood Farms WWTP
Carolina Meadows WWTP
Chapel Ridge WWTP
Cole Park Plaza
Colvard Farms
Contentnea MSD
Cottonwood/Baywood WWTP
Crooked Creek WWTP
Cross Creek WWTP
Deerchase WWTP
Govenor's Club WWTP
Hasentree Golf Community
Hawthorn Subdivision WWTP
Hominy Creek WRF
Kenly Regional WWTP
Kings Grant Subdivision
Knightdale Mobile Home Park
Lake Ridge WWTP
Lake Royale WWTP
Legacy at Jordan Lake
Lewiston Woodville WWTP
Mallard Crossing WWTP
Nature Trails MHP WWTP
Neuse Colony WWTP
Neuse River RRF
Neuse River Village
Perdue WWTP
Pikeville WTF
Plymouth WWTP
Preserve at Jordan Lake
River Mill WWTP
Robersonville WWTP
Rock Bridge WWTP
Snow Hill WWTP
Stantonsburg WWTP
Tar River Regional WWTP
Tarboro WWTP
Tradewinds WWTP
Westfall WWTP
Williamston WWTP
Whippoorwill Valley WWTP
Wildwood Green WWTP
Willowbrook WWTP
These sources coorespond to the attached flow diagram provided below.

m
L
co
U
U
U
a 0)
LU N
2 L
ot
V
Y� L!
yn Cr
LL b
J � L
Q aD
� L
co
Q o U
J Q
a
LU c 0
Un a
� Uod
abpnlS
palenllOV
ua nja�{ cu
mL
W Q
a )
Q
�.±
O O J
od N Q 40
LU
J Y
L
LE
a
a J
�y J O
V
X
O
m
C
O
C

GRANVILLE FARMS CLASS B WTP SOURCES
Martin County WTP
Sunset WTP
Tar River WTP
These sources coorespond to the attached flow diagram provided below.

70
_ m
1 i i2
Q Q)_ Q
c
c
a •�
W co
CO 0 V ood
O �_ (0 CID
J
LL J •i� r'n
C
U) > m
_0 O
E cu
0 i) a)
U)
0 N
m o
o U)
0
J �
a
U �
U N
0 O c0
LL 0)
V/ cu
U �
�y O m N
a cu
c ii =
� o
JFL
V N--V,l/11i
a/ U
a E
L
W U
J
J_
Z
aD
cu
a�
U
0
cu
3
c0

GRANVILLE FARMS O&M PLAN
MAXIMUM PRODUCTION
QUANTIFICATION & JUSTIFICATION

AVERAGE
Nof
Forecasted
Requested
Gallons
Dry Tons WWTP
Years Counted
Production
DT
1,452,660
166.81 Ahoskie WWTP
5
AhoskieWWTP
333.62
280
45,390
2.87 Amherst WWTP
5
Amherst WWTP
5.74
10.00
-
- Arbor Hills MHP
1
Arbor Hills MHP
0.00
10.00
-
- Ashley Hills WWTP
1
Ashley Hills WWTP
0.00
20.00
48,950
4.18 Avocet
2
Avocet
8.35
10.00
24,030
0.66 Barclay Downs WWTP
5
Barclay Downs WWTP
1.31
10.00
25,588
1.94 Beachwood WWTP
4
Beachwood WWTP
3.68
10.00
-
- Birchwood RV Park
1
Birchwood RV Park
0.00
10.00
119,575
10.55 Briar Chapel Development
2
Briar Chapel Development
21.10
30.00
70,310
3.92 Briarwood Farms W WTP
5
Briarwood Farms WWTP
7.85
30.00
321,530
36.34 Carolina Meadows WWTP
5
Carolina Meadows WWTP
72.67
50.00
-
- Chapel Ridge
1
Chapel Ridge
0.00
10.00
80,990
8.39 Cole Park Plaza
5
Cole Park Plaza
16.78
10.00
23,950
1.13 Colvard Farms
3
Colvard Farms
2.26
10.00
-
- Cottonwood/Baywood
1
Cottonwood/Baywood
0.00
10.00
196,000
12.72 CMSD
2
CMSD
25.44
319.00
121,940
11.24 Crooked Creek WWTP
5
Crooked Creek WWTP
22.47
25.00
51,620
2.25 Cross Creek Mobile Estates
5
Cross Creek Mobile Estates
4.50
10.00
64,720
3.63 Deerchase WWTP
5
Deerchase WWTP
7.26
10.00
207,720
9.68 Govenor's Club WWTP
5
Govenor's Club WWTP
19.36
20.00
40,050
3.91 Hasentree Golf Community
1
Hasentree Golf Community
7.82
30.00
308,460
28.28 Hawthorne Subdivision WWTP
5
Hawthorne Subdivision WWTP
56.55
100.00
1,862
491.25 Hominy Creek WRF
2
Hominy Creek WRF
982.49
1500.00
855,760
76.14 Kenly Regional WWTP
5
Kenly Regional WWTP
152.28
318.00
27,590
1.38 Kings Grant Subdivision
5
Kings Grant Subdivision
2.76
10.00
73,870
6.04 Knightdale Mobile Home Park
5
Knightdale Mobile Home Park
12.09
15.00
18,913
1.52 Lake Ridge WWTP
4
Lake Ridge WWTP
3.04
10.00
-
- Lake Royale WWTP
1
Lake Royale WWTP
0.00
10.00
-
- Legacy at Jordan Lake
1
Legacy at Jordan Lake
0.00
20.00
-
- Lewsiton Woodville WWTP
1
Lewsiton Woodville WWTP
0.00
25.00
100,570
7.51 Mallard Crossing WWTP
5
Mallard Crossing WWTP
15.02
15.00
288,167
18.44 Martin County WTP
3
Martin County WTP
36.87
319.00
144,180
6.34 Nature Trails MHP WWTP
5
Nature Trails MHP WWTP
12.67
20.00
1,106,690
81.47 Neuse Colony WWTP
5
Neuse Colony WWTP
162.94
100.00
85,440
4.07 Neuse River Village
5
Neuse River Village
8.14
15.00
978,820
132.37 Neuse River WWTP
3
Neuse River WWTP
264.73
1500.00
1,620,467
228.89 PerdueWWTP
3
Perdue WWTP
457.79
800.00
53,625
6.23 Pikeville WTF
4
Pikeville WTF
12.46
75.00
417,200
34.80 Plymouth WWTP
5
Plymouth WWTP
69.60
85.00
116,400
5.97 Preserve at Jordan Lake
2
Preserve at Jordan Lake
11.94
20.00
-
- River Mill WWTP
1
River Mill WWTP
0.00
10.00
378,850
64.12 Robersonville WWTP
4
Robersonville WWTP
128.23
80.00
46,725
3.12 Rock Bridge WWTP
4
Rock Bridge WWTP
6.24
10.00
200,250
31.01 Snow Hill WWTP
3
Snow Hill WWTP
62.01
50.00
110,600
10.40 Stantonsburg WWTP
5
Stantonsburg WWTP
20.81
50.00
2,627,333
418.47 Sunset WTP
3
Sunset WTP
836.94
318.00
12,373,833
1,152.88 Tar River Regional WWTP
3
Tar River Regional WWTP
2305.76
800.00
4,627,000
654.11 Tar River WTP
3
Tar River WTP
1308.21
318.00
3,411,800
492.90 Tarboro WWTP
5
Tarboro WWTP
985.81
829.00
81,120
3.89 Tradewinds WWTP
5
Tradewinds WWTP
7.78
10.00
13,350
0.81 Westfall WWTP
1
Westfall WWTP
1.62
10.00
41,450
2.17 Whippoorwill Valley WWTP
5
Whippoorwill Valley WWTP
4.34
10.00
79,720
6.84 Wildwood Green WWTP
5
Wildwood Green WWTP
13.67
15.00
628,620
60.09 Williamston WWTP
5
Williamston WWTP
120.19
300.00
81,880
3.60 Willowbrook WWTP
5
WillowbrookWWTP
7.20
10.00
8,630.40
8,701.00
33,795,567 4,315

GRANVILLE FARMS O&M PLAN
SOURCE VICINITY MAPS

SOURCE FIGURE
Ahoskie WWTP
1
Amherst WWTP
2
Arbor Hills MHP
36
Ashley Hills WWTP
30
Avocet
3
Barclay Downs WWTP
4
Beachwood WWTP
4
Birchwood RV Park
36
Briar Chapel Development
7
Briarwood Farms WWTP
5
Carolina Meadows WWTP
6
Chapel Ridge WWTP
37
Cole Park Plaza
7
Colvard Farms
8
Contentnea MSD
9
Cottonwood/Baywood WWTP
30
Crooked Creek WWTP
2
Cross Creek WWTP
4
Deerchase WWTP
10
Governor's Club
6
Hasentree Golf Community
11
Hawthorne Subdivision WWTP
12
Hominy Creek WRF
13
Kenly Regional WWTP
31
Kings Grant Subdivision
14
Knightdale Mobile Home Park
4
Lake Ridge WWTP
15
Lake Royale WWTP
38
Legacy at Jordan Lake
16
Lewiston Woodville WWTP
29
Mallard Crossing WWTP
17
Martin County WTP
26
Nature Trails MHP WWTP
6
Neuse Colony WWTP
18
Neuse River RRF
14
Neuse River Village
4
Perdue WWTP
29
Pikeville WTF
19
Plymouth WWTP
20
Preserve at Jordan Lake
16
River Mill WWTP
21
Robersonville WWTP
22
Rock Bridge WWTP
14
Snow Hill WWTP
23
Stantonsburg WWTP
24
Sunset WTP
33
Tar River Regional WWTP
34
Tar River WTP
35
Tarboro WWTP
25
Tradewinds WWTP
10

Westfall WWTP
32
Williamston WWTP
26
Whippoorwill WWTP
27
Wildwood Green WWTP
12
Willowbrook WWTP
28

N
W E
S
2
�G�j 4
Pinewood Manor Rest Home Ahoskie WWTP
HERTFORD .I Ahoskier3
Legend
❑ NC Sources
— Road
❑ County Boundary BERTIE
❑ Municipal Boundary
❑ River
Ahoskie
0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Ahoskie, North Carolina 1
Date: January'17 Soil Plus Project # 200705.C10

� N /
SR-
CAWEi083
SR-
SR-
Cary
a
Springs
IX"N
1568--
FSR-
SR
1 w
SR-3942 w FUgU7
A� SszO S l467
SR�1391 �j
� m N SR-1Sp3 I l
v � �
SR-1504 7
o c +.� �
ti
JIQ
g
uquay-
SR-473,
SR-39�
2811
I �
I dle
o
iSg� NP
Cr
eek
SR-2724
M
SR-5006
5733
(
^ JJ
Fuquay-Varina
SR-3952
�s
SR
'1595t' �1�
13"3 Fuquay-VaAna
S SR 39 �
m
M
SR-3959
SR_4038� �
v �
Boa
Oti
it �}5� N
SR-2752
S
Fuquay-Varina
Legend
I
SR-3730
Source Location
Terrible Creek
Fuquay-Varina
— Road
s�R,-3�56
s' R
y
Stream
sR-41615
r County F L_JounY Boundary
SR-4813
L Municipal Boundary
N
0.5 0.25 0
0.5 39
Miles
SA-488i
Scale: 1 inch = 0.5 miles
SOIL PLUS
LOCATION MAP
Figure
2
Drawn by: CSC
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Fuquay-Varina, North Carolina
Date: Sept'16
Soil Plus Project # 200705.G10

Y
N L a)
W E S Y
O
S �C� m
1
Y — v
a)
a>
U
Y
a3
o'o
Shearon Ha ris uclear Power Plant(
S-�
27
W
wee
o
I
12
�J
115
1394
I�
K
17
Ott
o i s
TP
1395
lllg
4
4024
1 96
s
�~
1 01
1126
1113
ei
o 1 11
v
I11,2S 1112
Twin L ke T
o
I.
N 242
25
24
a
1 J 1110
c�
II
2Q
Q
I
1123
1104
N
Q
1274 n
1103
/L
IQ
JIJB
� 1122
Jl
�
CHATHAM i915
tip°
0 22
1120
o
t
�ti
ti
J
140.-)
� ~ 1
14
c
w
1451
Legend
68
0 Source
ee
�5
Water
— Stream
Road
e�
Gte
�eC�
Sent rs
t o
0
0 County Boundary
��
0 Municipal Boundary
,
Ago
1 0.5 0
1
141a
Miles
141
Scale: 1 inch = 1 miles
SOURCE LOCATION MAP
Figure
Drawn by: CSC
SOIL
PLUS
GFI Land Application Pen -nit (WQ0035595)
Reviewed by:
Holly Springs, North Carolina
3
Date: Nov'17
Soil Plus Project # 200705.D10

N
W E
S
6
SR-2680
SR-2625
a
�P A
WAKE
Raleigh
Carolina Lak
0
1Wvvu h
h
�\ SR-2946
`Lbti^ N Sh':ZS90 ry'
�54 SR� SR 2592
SR -4164 SR-2593
`SR-4188
SR_4102
r
SR �`
SR-2671
N
Q
08
6,31 <
Neuse River Village
j
°n-1007
Knightdale MHP Cross Creek
0
Legend
Source Location
h
6
— Road
• Stream
J,
IL _J County Boundary
SR-z67s
L Municipal Boundary
0.5 0.25 0
0.5
Miles
r3-
Scale: 1 inch = 0.5 miles
SOIL PLUS
LOCATION MAP
Figure
4
Drawn by: CSC
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Raleigh, North Carolina
Date: Sept'16
Soil Plus Project # 200705.G10

N
\W E
S
� Cary
V
a
SR-1010
Cam �
co n � �ra�cli
SR -so
^MO
� SR-1448
542q v.
SR SR-5098
WAKE s�
ti p' SR-4017
Briarwood
SR-5845 ❑ SR-4797
1 C� Sk3939 SR-3951
SR-3934 � m
I �o
SR-I122 0�
SR_ 5832 SR-3937
5830 n u
w
\S AC)" J SR-1484 fir,
N
Legend
.Source Location Holly Springs Sti53 s
— Road r
Stream Sg9 I SR-1390
aCounty Boundary
❑ Municipal Boundary o 0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Cary, North Carolina 5
Date: Sept'16 Soil Plus Project # 200705.G10

N
w E Ste" ORANGE
s
--------------- <---- ----
SR-2001
SR�1'116
S-1811
SR 1832R
S�
CHATHAM Morgan Creek
N
r
Trail
Morgan
O� y
Chatham WRF
of
Jordan Lake
Legend
SR-1753
Source Location
— Road New Hope Rv Arm of B. Everett Jord
Stream New Hope River Arm of B�Evgrptt
[--_]County Boundary
L Municipal Boundary c
r Surface Water 40.5 0.25 0 0.5
Miles
It
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Durham, North Carolina 6
Date: Sept'16 Soil Plus Project # 200705.G10

va
N Q 1602 ^�0�
1575 ~
W ELn
` ►�` Cole Park Plaza
_I a 1532
ell tih4i r13g� � .�
I �
15800
Ln
4
�' IgGs
0 o
1530
ON
M~ 1�� a 1721
o ti�
`� cn
1606
Briar Chapel Development
D
0
1634 r 1719
Dogwood Veterinary Hospital
CHATHAM
1717
Legend 1618
E) NC Sources
~
��T �� Fearrington Village
3
— Stream
NN
1
1❑,
1�6� 1779
— Road
�
1803
4^ 9
NHDWaterbody
❑ <all other values>
o 1
1805 I8
1718� q Oq
FType
16
1802
���15�7 0 1836
❑ Estuary
ti
❑ Ice Mass
❑ LakePond
❑ Playa
❑ Reservoir
0
❑ SwampMarsh
0
j J! CountyBoundary
❑ MunicipalBoundaries_polys
0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn hy: CSC
SOIL PLUS
GFI Land Application Permit (WQ0035595)
Reviewed hy: CSC
Chapel Hill, North Carolina
7
Date: April'17
Soil Plus Project # 200705.G10

DURHAM
1103
Colvard Farms
0
Durham
Durh
IDurham
SR I �I
Legend
Cary 8c,
❑Source Location
— Road Cary
Stream
aCounty Boundary Northeast Creek
❑ Municipal Boundary 7"1 �_ - -
M rgan C►►reek Arm o New Hope River Arm of B. Everett Jo:0.5 0.25 0 0.5
Surface Water _ ^ � I
I Milest y
Morgan ree me u ing the Morgan Creek Arm of New Hope River Arm of B. Everett Jordan Lake
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595
Reviewed by: CSC Durham, North Carolina 8
Date: Sept'16 Soil Plus Project # 200705.G10

N
�W E
1801
lJ
r.
Contentnea
190�
1911
PITT
19og
1910
District WWTP
LENOIR
District WWTP
Legend
Neuse Rive_ '
'
Neuse River
NC Sources-�
— Road
❑ County Boundary
CRAVEN
Municipal Boundary
❑ River
0.5 0.25 0
0.5
Jos
Miles
5
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SOIL PLUS
Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC
442WGrifton,
North Carolina
9
Date: January
Soil Plus Project # 200705.C10

N \
Wake Forest]
W E /
S
Wake Forest
o� v
�Sl� SR\2045 I v
Wake Forest
SR-2043
Forest
Deer Chase
Me Forest
' s
5R-3564
T� Creek
Raleigh
SR-3509 Raleigh
4
SR-44601
Legend
11'\
Source Location
SR-2930 Q
SR-2982
— Road
Stream
County Boundary
tititi�
54����
Municipal Boundary
54
0.5 0.25 0
0.5
Surface Water
sR-2223
Miles
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SOIL PLUS
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Wake Forest, North Carolina
10
Date: Sept'16
Soil Plus Project # 200705.G10

N
U1
N [�
� N
W E
S � r
J � M A
00 N
1909
x
N
Neuse River (Falls Lake below normal pool elevation)
�I8
7t
O
N
Phase 1 & 2A Hasentree Golf
N
N �
WAKE
98
451
V
\Io
1<0� h~
Legend \ 'l `--� / �
NC Sources River (Falls/Lake below normal pool elevation)
c
N
— Road
County Boundary Raleigh
Municipal Boundary
0.5 0.25 0 0.5
River
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Wake Forest, North Carolina 11
Date: January '17 Soil Plus Project # 200705.C10

^N / 3J SR-4281 s,�c Jf�cs/ SR-4633 J¢A J� J�g2 JR.1g4 SR-4230
w E SR 1899 1�0�
4
00
I s � SR-4483 SR-4984 S '
s� et •N � sR,s � �'
SR-4976 n
5619 M
Ak P SR r
SR 60R� Cn sf A�n
SR 4689 Sg
s� SR-5686
oo
X�
T
awt ornu • vis
e
Ln
s
SR-4989
SR-49 90
/
�9 �0 SR-1
\rI2
SR-3382
LSD
SAS g9�J
GAG
M
—M
8
SR 3452 t� �scp3 v S
CP
n
N N
MSR-3286 1
y SR-3591 SR 3
W CP00
C SR-469q 4�ofi
Cn
�ro
3379
w lL.�r, J �,�;• c
SR-1839 �
Raleigh s cc
SR-1898
�2 I-540
5� SR 3354 SR-4276 RMP4201
SR-1836
41�9a SR-3225 S�p2° 0$ WildWo— d- reen � SR-3447
1540 Raleigh S4 . �M SR-3445
s� Raleigh N M
4209
SR 1 SR-3289�
No Raleigh sR 1s29 S4
5^ s cJ ? R-3236 SR—_3221 �
~� c cP� S � SR-3450
Sh, SR-3256 � . N R '•'>M
7 �(� SR-3241
Legend
.Source Location
— RoadM)
��
y
Raleigh
— Stream
��
of
SR-3305
OCounty Boundary
SR-3363 SR-3303
❑ Boundary
Raleigh
COMunicipal
o'��
Surface Water
h lei
g
p
M 0.5 0.25 0 0.5
��54
Miles
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SOIL PL Us
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Raleigh, North Carolina
12
Date: Sept'16
rS0i;lus Project # 200705.G10

N
S
�c
264
1613
1695
1615
1614
264
`0C ~� 2G57
ti
301 167 5
Wilson, NC -Processing Facility
E3
1608
Wilson Reclaimed Water -Distribution System
4692
Wilson WWTP
WIL�ON
1696
1697
Legend
1616
. NC Sources
Road 1617 1623
❑ County Boundary
❑Municipal Boundary �titi
Black Creek 0.5 0.25 0 0.5
❑ River q—
_,Jack Creek 0 Miles
7 22
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PL Us Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Wilson, North Carolina 13
Date: January'17 Soil Plus Project # 200705.C10

114
SR,4j
11
SR-21
Rock Bridge
's
1 �� SR-2511
WAKE
" s �
0
Kings/ Grant
SR-4198 13p
Neuse River
0 Y
5230 SR-524
N �
SR -
N
iw
SR-2507
SR-2508
01' ��
Legend
EDSource Location
— Road
Stream —
Count Boundar %� JOHNSTON Clayton
�_J Y Y
L Municipal Boundary 1�rE
Usk 0.5 0.25 0 0.5
Surface Water R
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Clayton, North Carolina 14
Date: Sept'16 Soil Plus Project # 200705.G10

SR-1221414
N
W E
S
M O
V r C,
Cn Cn
C
Cn SR_1g1
SR1
SNS
1
S�
��3� s�
I�8
8
ja�tbe^xee�"'
WE
s�S03
ory
pool e
le
�7va
attion)
AKEEV
Legend • �/ `�
Source Location
— Road
SR-1895
Stream s�
N
QCounty Boundary
❑ Municipal Boundary �a c SR-1893�
F Surface Water 0.5 0.25 0 0.5
ur am Miles
u'rham
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Durham, North Carolina 15
Date: Sept'16 Soil Plus Project # 200705.G10

N Ne Hope River Arm of
W E \S
1782
Legend
NC Sources
— Road
County Boundary
Municipal Boundary
River
The Preserve at
E) /
The Legacy af J
New Hope Rv
New
8544
Lake
Park
� 85
1 749
8584
ja�2
40.5 0.25 0 0.5
Miles-
Y V I .• 1 / ti
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PL Us Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Chapel Hill, North Carolina 16
Date: January'17 Soil Plus Project # 200705.C10

N
�j �
/W E0 1"i
SA4-62
S
Raleigh
Raleigh
N
N
0
, �224
14
� N
iA
'W-2982
SR-2223
S.
SR 295� SR 4 08
SR-2296 Od�.es � SR,3g
M\
Creek
S9,2959
Mallard
Raleigh
1
LJ
43g0
SR/
SR-4313
\x
Raleigh
SR-2217
0
0
N I
N
P4
Legend �V
Source Location
— Road
Stream
r i_J County Boundary
Municipal Boundary
Rr Surface Water 0.5 0.25 0 0.5 ti
Miles
ightdale nnigntaate
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Raleigh, North Carolina 17
Date: Sept'16 Soil Plus Project # 200705.G10

N
SR-2641
w E Archer Lodge o
i S
Sj� 323 SR=2693 c w
4
ti� SR'3215
SR 2669�'~�
cG ��
Clayton
Clayton o
zG s
A9
Clayton
SR 5� x NC-42 w�
Meuse-9--
ro
Clayton
JOHNSTON
\2g2G
Clayton
`,
903
Legend 1NIZ
Source Location R�0�Road laytonStream
o r
J County Boundary o
o SR-1913 p�
L Municipal Boundary
Surface Water 0.5 0.25 0 0.5
Miles
-0 US-70 R�
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Clayton, North Carolina 1 g
Date: Sept'16 Soil Plus Project # 200705.G10

M '
r N
/W E
S
1363 v
1�
Ss. cc
� `PS
L
Ln en
00
ss�s
1O02
U`
_J
Pikcv ills
1322
1-42
1,534
Pikeville Wastewater Treatment
WANE
1'4
Legend 2304
NC Sources
— Road
County Boundary
❑ Municipal Boundary
River
0.5 0.25 0 0.5
1614 Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC s o IL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Pikeville, North Carolina 19
Date: January'17 Soil Plus Project # 200705.C10

N
W E
S
R
auth WWTP
River
WASHINGTO
rrs 13��
1328
"s
Legend
1325
NC Sources
�J
Road Plymouth w I
County Boundary
❑ Municipal Boundary
-' 0.5 0.25 0 0.5
River
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Plymouth, North Carolina 20
Date: January'17 Soil Plus Project # 200705.C10

V (N
W E
S
O
N
SR-362'4
Neuse River
S� 1
ennys
M
�i
I River' Mill
nal pool elevation) v
v
/110
o
� U
WAKE
Raleigh
Wake Forest
NC-98
n—� i
�3
M � O
Wake1Forest
Sl2 SR-5107 n S�,
SR-2045
230 21 JS
2 �
ti
5�-3691,
Legend
Source Location
Wake Forest
— Road
Stream
[_-_—],County Boundary
L Municipal Boundary
0.5 0.25 0 0.5
Surface Water
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC4949swpw— Raleigh, North Carolina 21
Date: Sept'16 1 Soil Plus Project # 200705.G10

N
/ S
64
l/
/ MARTIN 118�
Robersonville WWTP
)1438
�
1145
N A3
a A3
I
BSI
1148
Legend
NC Sources
PITT
— Road
County Boundary
Municipal Boundary
River
0.5 0.25 0 0.5
zls� Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC 442WRobersonville, North Carolina 22
Date: January Soil Plus Project # 200705.C10

N
S
1247
1� Hill
I
11
I
ti
Snow Hill WWTP
903
Legend v
NC Sources
— Road
County Boundary a ~ do I
Municipal Boundary ti~ I�3 s8
0.5 0.25 0 0.5
River
IIo� Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Snow Hill, North Carolina 23
Date: January'17 Soil Plus Project # 200705.C10

N
W E
,G
dl
JG
V-
1ti%
WILSON
Stantonsburg WWTP
GREENE
1235
1230
1232 N�
Legend
❑ NC Sources JA223
Road
County Boundary
❑ Municipal Boundary��❑ River 0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC 44owrs
tantonsburg, North Carolina 24
Date: January'17 oil Plus Project # 200705.C10

N
—W E
�J
9 iZ1�
1212
�1
J�
1�
Orp
Tarboro
1Z2
1351
!�19g! A��
1344
10i
25S
'I'ar.River.
P-rinc.vi e 111
iro WWTP
E 1539
M
\
10 0
45-
JN
tK
Legend
NC Sources
— Road
County Boundary
❑ Municipal Boundary
River
0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC 442spw- FS
arboro, North Carolina 25
Date: January oil Plus Project # 200705.C10

N
W E
s ROANO f RIVER BERTIE
1450
~ Williamston WWTP
tih 1581
Williamston
b,
1
ti� 1
u 1598
1� c
37
O
J
1123
M
C ~
b
ti
ti
Martin County WTP
MARTIN
1124
1208
N
119a
0
ti
moo° 454
0
7125
465-5zi
Legend
❑ NC Sources
— Road
❑ County Boundary
❑ Municipal Boundary jr
❑ River 11�8 1501
0.5 0.25 0 � 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC 442WFso
illiamston, North Carolina 26
Date: January'177 il Plus Project # 200705.C10

i
N S 1a1a00
W E
19 6 1 co
SR-1715
J
FRANKLIN
S4/
Sg
SR_2447
�9I y
SR-1724
SR,23�1
WAKE SR-2313
W
O
Legend
Source Location
1I25
Sg
— Road
Stream
N
�e
SR-2309 ce,
J County Boundary
9�k
L Municipal Boundary
r
0.5 0.25 0
0.5
Surface Water
Miles
SR-2315
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SOIL PLUS
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Zebulon, North Carolina
27
Date: Sept'16
Soil Plus Project # 200705.G10

\ N.
W E
S
N
� N
G �
^� N
0
SR-417R '
tihh� � N
SR-52041
,ela Gtieek
'" n-265g
Beadin�
M
WAKE
W
N N
SR-1771
N SR-3224
Willowbrook
w
N�
_,1 0�
SR
SR-1779
ti
JOHI S NN
�0, s
U
SR-1615
SR-1639
M SR -1677 Clayton �
SR-1632
Legend Cn
w P
Source Location N o�
— Road s�'ssJ
Stream SR-1550
r �_J County Boundary
s L Municipal Boundary
r hN Surface Water 0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Garner, North Carolina 28
Date: Sept'16 Soil Plus Project # 200705.G10

1
N
(
W E
S
SR�1
Perdue WWTP
HALIFAX
_ SR-1
S¢i
Lewiston -'Woodville WWTP ,2
0
11 �J ti~ o
BERNIE
SR 1 �Wlston W00 'He SR-1119
l�
z�
1108
Legend
0 Sources
Stream
Road
0 County Boundary
0.95 0.475 0 0.95
N Municipal Boundary
Miles
z
Scale: 1 inch = 1 miles SOURCE LOCATION MAP Figure
Drawn by: CSC SDIL PLUS WQ0035595 O&M PLAN
Reviewed by: Lewiston -Woodville, North Carolina 29
Date: Aug'17 Soil Plus Project # 200705.C10

N
W E
S
WAKE
Knig
le
e
Cottonwood/Baywood
0
Ashley Hills WWTP
Wendell
Legend I
e Sources
— Road
0 County Boundary
0.5 0.25 0 0.5
Municipal Boundary Kings Gra Subdivision W
Miles
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Drawn by: DM ;OIL PU GFI Land Application Permit (WQ0035595) Figure
Reviewed by: Knightdale, North Carolina 30
Date: June'18 Soil Plus Project # 200705.D10

N 2�qS
S�
_W E SR-2147
S S aC
� v
'''o U
0
w
w
SR-2146
N
z
4
/
�R-2143
Kenly
Mill Creek
S4 Kenly
Kenly
S� N
SR-2343
1b
Sg�
r
�R�2385
Legend �„�'�`�
7Source Location SR-2341
a
— Road Qofi
Stream ���� SR-2,414
County Boundary
S4 s�
L Municipal Boundary
Surface Water 0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Kenly, North Carolina 31
Date: Sept'16 Soil Plus Project # 200705.G10

p
W EV
$ Gv
XAGE
f 198
CHA
N N
DURHAM
CD
o
n
1103
h
N
`°°
O N
N
1
C o ' a Meado
s WW
a k
Nature Trail
obile Home Par
WWTP
1
6
l
1832
1 eiCc
�
Y
n
U
tfall WWTP n
I m
1753
r�
c
1795
F°lk
Gr ner
ce'
e
1�
C
Creek Ira.
1740 41
N 1801
Legend 1j49 1 C,
L
. Source
m� 761 m 2
Water �� CD1,05
— Stream 1,4 L 1WAKE
Road Y'
o p�
0 County Boundary �
0 1 0.5 0 1
Municipal Boundary
Miles
n 174
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Figure
Drawn by: CSC SOIL PL. Us GFI Land Application Permit (WQ0035595)
Reviewed by: Chapel Hill, North Carolina 32
Date: Nov'17 Soil Plus Project # 200705.D10

RMP-172
H
Rocky Mount
Maple CreeJ
M
sR
Horn B
1
S�
SR-1599
v�
p1 SR;1542
tiS3
O�
o, G„ LOCi915 y
US-64P_1
WTP
� o
O
U
O
\�f
RUP_16j
O
G�
C:
C
G �
Lc end LOC-914 cq
o
Source Location
— Road M
Swami'
Stream 1,;ttle C°key
[_JCounty Boundary
L Municipal Boundary SR-1'27
0.5 0.25 0 0.5
Surface Water
Miles
u
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Rocky Mount, North Carolina 33
Date: Sept'16 Soil Plus Project # 200705.G10

N
W E
s
SR-1404
00
Tar River
U i
Rocky Mount
Legend
Source Location
— Road
Stream
_IR J County Boundary
L Municipal Boundary
Surface Water
N
0
�ek
WWTP
SR-1414
0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Rocky Mount, North Carolina 34
Date: Sept'16 Soil Plus Project # 200705.G10

Z1707��t
460
CIOard SR-1710
rah �
SR-1709 c!l
a
Tar River WTP
s
u SR-1749f
NASH
ti
Sg
ranch
233`�
Rocky
wK sR,l
N� 8G3
1 �0
SR-1733
I V �
Legend G -
.Source Location
— Road
7�
Stream
QCounty Boundary
❑ Municipal Boundary
s�I��o 0.5 0.25 0 0.5
Surface Water
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Rocky Mount, North Carolina 35
Date: Sept'16 Soil Plus Project # 200705.G10

61
N '1449
a=
ti
� w e16 9 ti- �� 486 ti �
S
FtN
�7 1510 1556 o 1404
c\7
o / 5 N f
1�42 7402 II3
h�
ti
c� IS
r_ G8
Ar r s e Ho P
1888 ^titi ee
�� I87j tic�G� 8728
85 St to P WTP �58 1494
140�
812
1710 � �tiN
l oaf
tiS 1721 �I3 4-5 erbe Cree
911
ORANGE 720
1, '9 8
78
19
32
1874 x ^ DURHAM
2p'12
Ne 0 e 1718
0
w
CP
84 b n �
g C ro
I
a�•e`a 90 227 � od Mobil me k ^ in
2219
z2o`
" 1880^ N
172
illtop Mob e P k N2 1731
o � � � 136 Bran 1303 e�
w ti
N 2 35 4
z
Legend
0 Source
�q. 904 �
0 Water d~� N
o1/1
`V 1146
— Stream
Road
OI �J
0 County Boundary N
0 Municipal Boundary 1 0.5 0 1 o 5` Miles
38 2220 ti
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Figure
Drawn by: DM SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: Durham, North Carolina 36
Date: June '19 Soil Plus Project # 200705.G10

N 1547 �MN
W E
s � Creek
Cry Creek
Lo 9 Branch 10°�
c
Chapel Ridge
N
E
1680
160 �s
ittsbo
1523 871
�rarorl Ig
1346 eel
Gtoae 4 yr
CHATHAM 159 1659
o
dj0 2059 v
N
0% IS
M �
Q
mo �p3
f 159 1
1649
1648
1,564
N
m
N F �n
N
N f
1967 01 I
\s`s
1824
206
2p
�� 91
1943
P' sboro TP �� g
19
N
N 2159 N 116
O
es
cue
Legend J
N �12
0 Source °
0 Water goti eA
— Stream
Road
0 County Boundary
Municipal Boundary 1 0.5 0 1
N Miles
N
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: Pittsboro, North Carolina 37
Date: June '19 Soil Plus Project # 200705.G10

N
—W E\
s
Cron
/re 7755
aC
Lrek
do
JJ
r
98
Cana
s
po,v
1
7\'FRANI-CLIN
� I>
1652
1633 ,cs
A
�c
o�
1608
16i
I
c4
1638
0
0
ID
,6 U
ke Royale P
IS
ti
ti
1316
I �- 9
�O
NASH .ga
Al
n
Legend 1738 00,
0 Source Q`
0 Water
a �
— Stream
Road ey
T a' ~h
TrCr ti
0 County Boundary I�S9 eel 1 0.5 0 M 1'
Municipal Boundary 1747
Miles
I�gB "sue 11,n
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: Bunn, North Carolina 3 8
Date: June '19 Soil Plus Project # 200705.G10

APPENDIX 2
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Arbor Hills MHP
Field Loading Calculations
Analytical

a
y
C
O
H
A
C
O
U
s.
z
z
3
z
z
z
z
z
a,
U
O
O
U
w
W
H
72
a�
a
H
o
Z
o3
w
o
zzzz
z
z
r/1 U
III
Ml
RE
73
C
z

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water KesoUFces RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Arbor Hills Mobile Home Park WWTP
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or ❑ Other (explain: M.
3. Facility contact person and title: Mr. Luther Thomas Harden III
Complete mailing address: k228 US Highway
City: Durham State: NC Zip: 27705-
Telephone number: [phone] E-mail address: ltharden319540)gmail.com
4. Facility physical address: *28 US Highway 0
City: ur State: LC Zip: 705-
Coordinates: Latitude: 36' 02' 57.0" Longitude: 79' 01' 26.0"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
[] treatment of municipal wastewater, treatment of 100% domestic wastewater,
Ej treatment of potable water, treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 0.006 MGD and facility average daily flow: M MGD
8. Average amount of residuals being generated at this facility < 5 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 6,000 Galldweration Basin
Type and volume of residuals storage (i.e., outside of residuals treatment units): 5,000 Gallon Sludge Holding Tank
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: _ and Date of analysis: _
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: _ °F (> 140°F)
Passed reactivity test: Eyes Ono. HCN: _ mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m-Cresol
200.0
Pentachlorophenol
100.0
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4-Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1,1-Dichloroethylene
0.7
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6-Trichlorophenol
2.0
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2
FORM: RSC 11-13 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: eritech Inc. and Date of analysis: -
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<2.45
Cadmium
85
39
1.59
Copper
4,300
1,500
288
Lead
840
300
7.94
Mercury
57
17
0.123
Molybdenum
75
n/a
5.25
Nickel
420
420
5.88
Selenium
100
100
24.6
Zinc
7,500
2,800
598
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
I > 0 but < 25
30
200
210
Ej > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
j > 100 but < 125
53
360
390
El > 125
62
450
420
Result (mg/kg)
FORM: RSC 11-13 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Meritech Inc. and Date of analysis: -
Parameter
Result
(mg1kP)
Aluminum
3,180
Ammonia -Nitrogen
9,020
Calcium
36,200
Magnesium
2,820
Nitrate -Nitrite Nitrogen
<490
pH (Standard Unit)
6.7
Phosphorus
12,000
Potassium
2,320
Sodium
2,990
Total Kjeldahl Nitrogen
53,400
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.58
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): E default value, or 0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex Iain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(m91k9)
(mg/kg)
Surface
18,314
27,346
Injection/Incorporation
22,824
30,695
6. Other Pollutants Determination: SpecifX whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None
lleM
FORM: RSC 11-13 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 (3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, 4 heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, or I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item Il. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T. 1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. 1 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 11-13 Page 5 of 5

it,
Facility Arbor Hills MHP
FIELD LOADING ESTIMATES
Sampling Date 5/24/2019
% Solids 2.04
Mineralization Rate 0.3
Gallons per DT 11,755.30
pH 6.7
Sodium Absorpotion 0.58 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 53,400 lbs./1,000 gal 9.09
Ammonia Nitrogen (mg/Kg) 9,020.00 lbs./1,000 gal 1.53
Nitrate -Nitrite (mg/Kg) 490.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 18,314 lbs./1,000 gal 3.12
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 22,824 lbs./1,000 gal 3.88
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling Class B Ceiling
Limits (mg/Kg) Limits (mg/Kg)
41 75
39 85
1,500 4,300
300 840
17 57
420 420
100 100
2,800 7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.39
Phosphorus lbs./1,000 gal 2.04
Calcium lbs./1,000 gal 6.16
Magnesium lbs./1,000 gal 0.48
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
2.45
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.59
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
288.00
Copper lbs./1,000 gal
0.05
Lead (mg/Kg)
7.94
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.12
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
5.88
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
24.60
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
598.00
Zinc lbs./1,000 gal
0.10
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
53,400
18,314
36.63
35,086
53,400
22,824 45.65
30,576
35,086
5,263
10.53
29,823
30,576
4,586 9.17
25,990
29,823
2,237
4.47
27,586
25,990
1,949 3.90
24,040
27,586
1,034
2.07
26,552
24,040
902 1.80
23,139
26,552
498
1.00
26,054
23,139
434 0.87
22,705
Equations
1st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Ig)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 27,346 54.69
Total 30,695 61.39

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 0524d949
Parameters
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Sample: AR052419 Grab
Results Analysis Date
Report Date: 6/11/2019
Project: Arbor Hills
Date Sample Rcvd: 5/24/2019
5/24/19
Reporting Limit Method
%Total Solids
2.04
%
5/29/19
0-100
%
SM 2540B
Ammonia, Nitrogen
9020
mg/kg
6/3/19
10
mg/kg
EPA
350A
TKN
53,400
mg/kg
6/3/19
20
mg/kg
EPA
351.1
Nitrate/Nitrite, Nitrogen
<490
mg/kg
5/29/19
490
mg/lcg
EPA
353.2
Aluminum, total
3,180
mg/kg
5/31/19
2.50
mg/kg
EPA
200.7
Arsenic, total
<2.45
mg/kg
5/31/19
2.45
mg/kg
EPA
2003
Cadmium, total
1.59
mg/kg
5/31/19
0.20
mg/kg
EPA
2003
Calcium, total
36,200
mg/kg
5/31/19
10.0
mg/kg
EPA
200.7
Copper, total
288
mg/kg
5/31/19
1.00
mg/kg
EPA
2003
Lead, total
7.94
mg/kg
5/31/19
0.500
mg/kg
EPA
2003
Magnesium, total
2,820
mg/kg
5/31/19
10.0
mg/k9
EPA
2003
Mercury, total
0.123
mg/kg
6/10/19
0.053
mg/kg
EPA
245.1
Molybdenum, total
5.25
mg/kg
5/31/19
0.500
mg/kg
EPA
200.7
Nickel, total
5.88
mg/kg
5/31/19
2.0
mg/kg
EPA
2003
Phosphorus, total
12,000
mg/kg
5/31/19
2.00
mg/kg
EPA
200.7
Potassium, total
2,320
mg/kg
5/31/19
20.0
mg/kg
EPA
200.7
Selenium, total
24.6
mg/kg
5/31/19
2.63
mg/kg
EPA
200.7
Sodium, total
2,990
mg/kg
5/31/19
20.0
mg/kg
EPA
200.7
Zinc, total
598
mg/kg
5/31/19
0.500
mg/kg
EPA
200.7
pH
6.7
S.U.
5/29/19
1.0 - 14.0
S.U.
SM 4500-HB
I hereby certify thatl have reviewed and approve these data. (�(� 4(�
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

?
Y Y
a
O Ik`
=
0 0
aJ
a y
0
Q V
vLn
n LJ
m
£
1
as
hi
a O
E
u }(1`_
=
E
E
_ v N
r=
OFF-
0
U
7
�y
Q
LJ'':
CY) Lo N
x.
ti
U
E
ig
N a
Y
q
o
N
O
N
O)
N
�'•
N
�
U
a
c
V) a
N
o
w -w U_
o
,.
E
a t x O
F:
Q
IU-
w
Z a w a` n:
n,
0
Z
w
v0
C
O
O
MOMS
C
MIFF&W
0
MMMMEMMMM
MUW
E
z
FIFO
w OF_y
.0
��
Q
N
-o
i
N
wLf)
O -
ti
`�
Q
4MJ
NFIFO
t0 >%
.N.
Z
L
0
N
_
O.
w
Z
N
c
N
o
d)
Z
U) X
0 O 'O
a- m 3 S
E
0
E
Z
O x 3
a p o v
m
cc
ri O OF.
'CFFMd
y
..
MOMP
F'..
V
a
N
m
U
a
cD
z
U Q Q
u
o
Y
w
v
E
E
E
I=
i=
F
N
E
v
c o
N a
Y
£
>
CA
N
N @
N
v,V
,
«
i=
roWw
o«
QNOCL
p
Z
E
Fib E
.
m
C
c
}y
m
R
o
Q N
o
U
O
= QJ c w
E
U
x
'O
0 m y
C
�a
~
!Y
G
N
V .J
N
Mt
V
�
v
OFF,a
Ou
L�
E
'm
cu
z @Ej
°`
g
o
49
F' 0 -�
Ln
@
0 E
Y
T
C
U
—
'6
Z NdMMM�
N
O
N N
d
N E -F—
o
U
W j 0 u w .i
d d
s
w E 0
0
0
^`
Vl
N
a
�.
51
N.MdF,N
0
a
a
t
-o
E
-
-
-
um
E
0
0
-
—
-
—
-
—
G
O
O�
w
G'
/
a�
..
0
x>
3
J
N
N
Ln
w
0
w
vi
0 E
a
-o
.0
Mc
M.0
m
U,
rLLlx
r'i,.

APPENDIX 3
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Birchwood RV Park
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
DiivisIon of Water ResoUKes RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Mchwood RV Park
2. Facility permit holder is: Federal, 0 State, 0 Local Government, or ® Private.
Facility permit issued by: Div. of Water Resources, Div. of Environmental Health,
or Other (explain: �.
3. Facility contact person and title: Jay Murray
Complete mailing address: F901 Wilkins Dr
City: Durham State: NC Zip: 27705-
Telephone number: [phone] E-mail address: birchwoodrvparkgyahoo.com
4. Facility physical address: 5901 Wilkins Dr
City: - State: NC Zip: 705-
Coordinates: Latitude: 35' 59' 06.0" Longitude: 79' 00' 00.4"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: .018 MGD and facility average daily flow: M MGD
8. Average amount of residuals being generated at this facility < 5 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 18,000 Gallons Extended Aeration
Type and volume of residuals storage (i.e., outside of residuals treatment units): 5,000 Gallon Primary Sludge Storage
Tank & 10,000 Gallon Secondary Sludge Storage Tank
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
® Biological 0 Non -Biological
FORM: RSC 11-13 Page 1 of 5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: E yes M no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: _ and Date of analysis: _
Passed corrosivity test: el yes 0 no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: L] yes A no. Flashpoint: _ OF (> 140°F)
Passed reactivity test: Eyes Ono. HCN: 11" mg/kg (<250) & HZS: _ mg/kg (<500)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(mg/l)
Result
(mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m-Cresol
200.0
Pentachlorophenol
100.0
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4-Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1,1-Dichloroethylene
0.7
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6-Trichlorophenol
2.0
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: eritech Inc and Date of analysis:
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<4.13
Cadmium
85
39
1.95
Copper
4,300
1,500
181
Lead
840
300
4.42
Mercury
57
17
0.372
Molybdenum
75
n/a
4.42
Nickel
420
420
7.25
Selenium
100
100
10.7
Zinc
7,500
2,800
740
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
> 0 but < 25
30
200
210
0 > 25 but < 50
34
220
240
> 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
> 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory:lkeritech Inc. and Date of analysis: 05/29/19
Parameter
Result
(mg/kg)
Aluminum
2,790
Ammonia -Nitrogen
5,240
Calcium
13,700
Magnesium
3,140
Nitrate -Nitrite Nitrogen
<826
pH (Standard Unit)
6.5
Phosphorus
9,420
Potassium
3,540
Sodium
4,260
Total Kjeldahl Nitrogen
75,000
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.94
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
24,374
37,406
Injection/Incorporation
26,994
39,352
6. Other Pollutants Determination: S eci whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 i
3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, oi I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

it,
Facility Birchwood
FIELD LOADING ESTIMATES
Sampling Date 5/29/2019
% Solids 1.21
Mineralization Rate 0.3
Gallons per DT 19,818.86
pH 6.5
Sodium Absorpotion 0.94 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 75,000 lbs./1,000 gal 7.57
Ammonia Nitrogen (mg/Kg) 5,240.00 lbs./1,000 gal 0.53
Nitrate -Nitrite (mg/Kg) 826.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 24,374 lbs./1,000 gal 2.46
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 26,994 lbs./1,000 gal 2.72
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling Class B Ceiling
Limits (mg/Kg) Limits (mg/Kg)
41 75
39 85
1,500 4,300
300 840
17 57
420 420
100 100
2,800 7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.36
Phosphorus lbs./1,000 gal 0.95
Calcium lbs./1,000 gal 1.38
Magnesium lbs./1,000 gal 0.32
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
4.13
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.95
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
181.00
Copper lbs./1,000 gal
0.02
Lead (mg/Kg)
4.42
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.37
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
7.25
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
10.70
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
740.00
Zinc lbs./1,000 gal
0.07
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
75,000
24,374
48.75
50,626
75,000
26,994 53.99
48,006
50,626
7,594
15.19
43,032
48,006
7,201 14.40
40,805
43,032
3,227
6.45
39,805
40,805
3,060 6.12
37,745
39,805
1,493
2.99
38,312
37,745
1,415 2.83
36,329
38,312
718
1.44
37,594
36,329
681 1.36
35,648
Equations
1st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Ig)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 37,406 74.81
Total 39,352 78.70

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Worlc Order # 05291978
Parameters
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Sample: TP052919 Grab
Results Analysis Date
Report Date: 6/11/2019
Project: Triangle RV Park
Date Sample Rcvd: 5/29/2019
5/29/19
Reporting Limit Method
%Total Solids
1.21
%
5/30/19
0-100
%
SM 2540B
Ammonia, Nitrogen
5,240
mg/kg
6/3/19
10
mg/kg
EPA
350A
TKN
75,000
mg/kg
6/3/19
20
mg/kg
EPA
351.1
Nitrate/Nitrite, Nitrogen
<826
mg/kg
5/30/19
826
mg/kg
EPA
353.2
Aluminum, total
2,790
mg/kg
6/5/19
2,50
mg/kg
EPA
200.7
Arsenic, total
<4.13
mg/kg
6/5/19
4.13
mg/kg
EPA
200.7
Cadmium, total
1.95
mg/kg
6/5/19
0.20
mg/kg
EPA
2003
Calcium, total
131700
mg/kg
6/5/19
10.0
mg/kg
EPA
2003
Copper, total
181
mg/kg
6/5/19
1.00
mg/kg
EPA
200.7
Lead, total
4.42
mg/kg
6/5/19
0.500
mg/kg
EPA
200.7
Magnesium, total
3,140
mg/kg
6/5/19
10.0
mg/kg
EPA
2003
Mercury, total
0.372
mg/kg
6/10/19
0.053
mg/kg
EPA
245A
Molybdenum, total
4.42
mg/kg
6/5/19
0.500
mg/kg
EPA
2003
Nickel, total
7.25
mg/kg
6/5/19
2.0
mg/kg
EPA
2003
Phosphorus, total
9,420
mg/kg
6/5/19
2.00
mg/kg
EPA
2003
Potassium, total
3,540
mg/kg
6/5/19
20.0
mg/kg
EPA
200.7
Selenium, total
10.7
mg/kg
6/5/19
2.63
mg/kg
EPA
200.7
Sodium, total
4,260
mg/kg
6/5/19
20.0
mg/kg
EPA
200.7
Zinc, total
740
mg/kg
6/5/19
0.500
mg/kg
EPA
2003
PH
6.5
S.U.
5/30/19
1.0 - 14.0
S.U.
SM 4500-HB
/hereby certify that I have reviewed and approve these data. � ''�?`} �(�, ��(�(`(� (�i (��
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

x
Y Y
C
O
n
y
0
2 O
CL
O
~
~
F
O
¢ c
m
°
u
co
I�
O
Chi
(3)
L
N
co
W
N
o X
CN
O
1_
LO
`O
o)
E
E-
co
a
N
M
:
Ul
#6
w
0)
U
a
o
O
<
O
O
cr
x
c6
Z
a
0
E
zUM)
a
v
ti
n
4J
T
r
.Y W
c
W
Z
C
a)
CO
N
lU
O
co
U
a`
r
Q
2
N
a
>>
z
a
na
m
Z
n
>
Lt
m
O
3 t
E
�
�
O
rc
3 -
-
0
a
O
°
m
E
c
=
U
# o
at
y
v°
`-'
a
[j
a
a
v
n
�
O
a
o c7
Y
°
Z
U
Q
Q
u
o
E
v
E °
E
6
°
J O
\
• W
C
U
N fq
v
g E
Q
O m N a
a
o
E
> n
o
aQ
Na
!�
f°
o
m
p
>.
O
^V
= cmw m"
OA
E
r
Sl
E
a
V �
•Q.
75
O
F d
''�-
BTM
o
� N
N
c
W
m
z U
o
o
T
_LPU
(D
o
m
cu
Lu
•�
E
O
W m
;�
v>
.>
a
a
u
�
U
�
O
i
3
u
O
j
3
JO
0)
Lnwa
o"
a
v
c
�
D
C�
C

APPENDIX 4
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Chapel Ridge WWTP
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water ResoUKes RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name:
2. Facility permit holder is: Federal, 0 State, 0 Local Government, or ® Private.
Facility permit issued by: Div. of Water Resources, Div. of Environmental Health,
or Other (explain: M.
3. Facility contact person and title: Roger Tupps, Area Manager
Complete mailing address: F02 MacKenan Court
City: = State: NC Zip: 27597-
Telephone number: [phone] E-mail address: RBTupTskaquaamerica.com
4. Facility physical address: Hardwood Forest Trail
City: - State: NC Zip: 7� 312-
Coordinates: Latitude: 35' 47' 7.4" Longitude: M° J4' 10.7"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 0 MGD and facility average daily flow: 0.07 MGD
8. Average amount of residuals being generated at this facility E dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 70,000 gallon Aeration;
Type and volume of residuals storage (i.e., outside of residuals treatment units): 90,000 gallon Sludge Storage Tank
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
® Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): =
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: _ and Date of analysis: _
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: _ °F (> 140°F)
Passed reactivity test: Eyes Ono. HCN: _ mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m-Cresol
200.0
Pentachlorophenol
100.0
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4-Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1,1-Dichloroethylene
0.7
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6-Trichlorophenol
2.0
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Peritech Inc. and Date of analysis: 06/19/19
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<0.963
Cadmium
85
39
1.89
Copper
4,300
1,500
717
Lead
840
300
29.5
Mercury
57
17
0.125
Molybdenum
75
n/a
1.95
Nickel
420
420
18.1
Selenium
100
100
1.38
Zinc
7,500
2,800
2,470
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
11 > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
> 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory:lkeritech Inc. and Date of analysis: 06/19/19
Parameter
Result
(mg/kg)
Aluminum
19,500
Ammonia -Nitrogen
320
Calcium
25,600
Magnesium
3,240
Nitrate -Nitrite Nitrogen
102
pH (Standard Unit)
6.6
Phosphorus
20,200
Potassium
1,500
Sodium
3,510
Total Kjeldahl Nitrogen
16,600
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 1.25
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
5,146
8,095
Injection/Incorporation
5,306
8,213
6. Other Pollutants Determination: S eci whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 i
3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, oi I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

it,
FIELD LOADING ESTIMATES
Facility Chapel Ridge WWTP
Sampling Date 6/19/2019
% Solids 5.19
Mineralization Rate 0.30
Gallons per DT 4,620.58
pH 6.6
Sodium Absorpotion 1.25 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 16,600 lbs./1,000 gal 7.19
Ammonia Nitrogen (mg/Kg) 320.00 lbs./1,000 gal 0.14
Nitrate -Nitrite (mg/Kg) 102.00 lbs./1,000 gal 0.04
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 5,146 lbs./1,000 gal 2.23
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 5,306 lbs./1,000 gal 2.30
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling Class B Ceiling
Limits (mg/Kg) Limits (mg/Kg)
41 75
39 85
1,500 4,300
300 840
17 57
420 420
100 100
2,800 7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.65
Phosphorus lbs./1,000 gal 8.74
Calcium lbs./1,000 gal 11.08
Magnesium lbs./1,000 gal 1.40
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
0.96
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.89
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
717.00
Copper lbs./1,000 gal
0.31
Lead (mg/Kg)
29.50
Lead lbs./1,000 gal
0.01
Mercury (mg/Kg)
0.13
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
18.10
Nickel lbs./1,000 gal
0.01
Selenium (mg/Kg)
1.38
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
2470.00
Zinc lbs./1,000 gal
1.07
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
16,600
5,146
10.29
11,454
16,600
5,306 10.61
11,294
11,454
1,718
3.44
9,736
11,294
1,694 3.39
9,600
9,736
730
1.46
9,006
9,600
720 1.44
8,880
9,006
338
0.68
8,668
8,880
333 0.67
8,547
8,668
163
0.33
8,505
8,547
160 0.32
8,387
Equations
1st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Ig)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 8,095 16.19
Total 8,213 16.43

Meritech, Inc.
x;Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Date
Report Date:
Project:
Sample Rcvd:
7/2/2019
Chapel Ridge
6/19/2019
Meritech Work Order # 061919114
Sample:
CR061919 Grab
6/19/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
5.19
%
6/21/19
0-100
%
SM 2540B
Ammonia, Nitrogen
320
mg/kg
6/25/19
10
mg/kg
EPA 350.1
TKN
16,600
mg/kg
6/27/19
20
mg/kg
EPA 351.1
Nitrate/Nitrite, Nitrogen
102
mg/kg
6/21/19
31.3
mg/kg
EPA 353.2
Aluminum, total
19,500
mg/kg
6/27/19
2.50
mg/kg
EPA 2003
Arsenic, total
<0.963
mg/kg
6/27/19
0.963
mg/kg
EPA 2003
Cadmium, total
1.89
mg/kg
6/27/19
0.20
mg/kg
EPA 2003
Calcium, total
25,600
mg/kg
6/27/19
10.0
mg/kg
EPA 2003
Copper, total
717
mg/kg
6/27/19
1.00
mg/kg
EPA 2003
Lead, total
29.5
mg/kg
6/27/19
0.500
mg/kg
EPA 200.7
Magnesium, total
3,240
mg/kg
6/27/19
10.0
mg/kg
EPA 2003
Mercury, total
0.125
mg/kg
6/25/19
0.02
mg/kg
EPA 245A
Molybdenum, total
1.95
mg/kg
6/27/19
0.500
mg/kg
EPA 2003
Nickel, total
18.1
mg/kg
6/27/19
2.0
mg/kg
EPA 2003
Phosphorus, total
20,200
mg/kg
6/27/19
2.00
mg/kg
EPA 2003
Potassium, total
1,500
mg/kg
6/27/19
20.0
mg/kg
EPA 200.7
Selenium, total
1.38
mg/kg
6/27/19
0.50
mg/kg
EPA 2003
Sodium, total
3,510
mg/kg
6/27/19
20.0
mg/kg
EPA 2003
Zinc, total
2,470
mg/kg
6/27/19
0.500
mg/kg
EPA 2003
pH
6.6
S.U.
6/20/19
1.0 - 14.0
S.U.
SM 4500-HB
I hereby certi/y that 1 have reviewed and approve these data. � (� ��
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.(336]342-1522

T
Y Y
° O
M
a
C
Q
v
D''
E
�
1
5
z
a
v
j
0
u
E
E
F
i=
_
�
m tf c Y
�0`
M V H = y..;
o
Q
0
O
N M c6
-1-
N
..•
m
w - v
L
c11 •F it
AT
E
Z a LL w a` 2•
T
v
Y
CD
H
LL
_
W
a
N
L
LO
E
CD =
Z aLw1Ut
3
�
O
x 0 o
co O
Li
14
mo
{l0vdy'l�
a-Ee
0
a
i=v
_
~gyOHNEE
E
EF-
cis
0oE
O
mNO
Eo
.
a
@
°
�m °M
c
`U
m wm uN
Ep
1�-U7UN1i—
o
o
-Np
N
uL.I
E
U
sLR
E
uw
o
EU
vs;
° U WW
c
G
a
ry N
0
y
-
u
O
0
-
_
-
C
p
U
O
AdoL_L
LL
c
Q
i

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Report Date:
Project:
Date Sample Rcvd:
Page 1
9/10/2019
Chapel Ridge
8/21/2019
Meritech Work Order # 08211990 Sample: CRO82119 Grab 8/21/2019
1311- TCLP Metals
Parameter Results Analysis Date Det. Limit Reg. Limit Method
Arsenic <0.100 mg/L 8/28/2019 0.100 5.0 EPA 2003
Barium 0.685 mg/L 8/28/2019 0.050 100.0 EPA 2003
Cadmium <0.020 mg/L 8/28/2019 0.020 1.0 EPA 2003
Chromium 0.061 mg/L 8/28/2019 0.050 5.0 EPA 200.7
Lead <0.100 mg/L 8/28/2019 0.100 5.0 EPA 200.7
Mercury <0.02 mg/L 8/28/2019 0.02 0.2 EPA 245A
Selenium <0.100 mg/L 8/28/2019 0.100 1.0 EPA 200.7
Silver <0.050 mg/L 8/28/2019 0.050 5.0 EPA 200.7
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 8/26/2019 8260
Semi Vol. 8270 Attached 8/29/2019 8270
Other Tests
Parameter Results Anal�is Date Reporting Limit Method
%Total Solids
6.25
%
8/22/2019
0-100
%
SM 2540B
Cyanide, total
<0.500
mg/lcg
9/3/2019
0.500
mg/kg
EPA 335.4
Sulfide
<10.0
mg/kg
8/27/2019
10.0
mg/kg
SM4500S2D
Ignitability
>140
OF
8/28/2019
EPA 1030
Corrositivity (pH)
6.5
S.U.
8/22/2019
1.0 - 14.0
S.U.
SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 2
Contact: Drew Matthews Report Date: 9/10/2019
Client: Soil Plus
P.O. Box 1396 Project: Chapel Ridge
Oxford, NC 27565 Date Sample Rcvd: 8/21/2019
Meritech Work Order # 08211990 Sample: CR082119 Grab 8/21/2019
1311 - TCLP Pesticides & Herbicides
Pesticide - SW-846 8081A
Parameter Results Analysis Date Det. Limit Reg. Limit Dilution Factor
Endrin
Attached - -
Chlordane
Attached
Toxaphene
Attached
Methoxychlor
Attached
Heptachlor
Attached
Lindane
Attached
Herbicides - SW-846 8151A
Parameter
2,4-D
2,4,5-TP (Silvex)
Results Analysis Date Det. Limit Reg. Limit Dilution Factor
Attached
Attached
I hereby certify that 1 have reviewed and approve these data.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

MERI TECH, INC.
Environmental Laboratories
Laboratory Certificate #165
Client:
Project:
Client Sample ID:
Sample Collection:
Meritech Sample 1D:
Volatiles: SW-846 8260
Analysis: 08/26/19
Analyst: V W V
Parameter
Soil Plus
Chapel Ridge
CR082119
08/21/19
08211990
1311 - TCLP Organics
Extraction: 08/22/19
Report Date: 09/02/19
Result Units Det. Limit Re¢. Limit Dilution Factor
Benzene
< 0.0100
mg/L
0.0100
0.50
10
CarbonTetrachloride
<0,0100
mg/L
0,0100
0,50
10
Chlorobenzene
< 0,0100
mg/L
0,0100
100
10
Chloroform
<0,0100
mg/L
0,0100
6.0
10
1,2-Dichloroethane
< 0,0100
mg/L
0,0100
0,50
10
1,1-Dichloroethene
<0,0100
re
0,0100
0,70
10
Methyl Ethyl Ketone
<0,100
mg/L
0,100
200
10
Tetrachloroethylene
< 0.0100
mg/L
0,0100
0,70
10
Trichloroethene
< 0,0100
mg/L
0,0100
0,50
10
Vinyl Chloride
<0,0200
mg/L
0,020
0,20
10
Semi-Volatiles: SW-8468270
Analysis: 08/29/19
Extraction:
08/22/19
Analyst: PM
Report Date:
09/04/19
Parameter
Result
Units
Det.
Limit
Ree. Limit
Dilution Factor
1,4-Dichlorobenzene
<0,100
mg/L
0.100
7.5
10
Hexachlorobenzene
<0.100
me
0,100
0,13
10
Hexachloro-1,3-butadiene
<0.100
mg/L
0,100
0.5
10
Hexachloroethane
<0.100
mg/L
0,100
3,00
10
o-cresol
<0.100
re
0,100
200
10
m&p-cresol
<0.200
mg/L
0,200
200
10
Total cresols
<0.300
mg/l.
0,300
200
10
Nitrobenzene
<0.100
me
0,100
2,00
10
Pentachlorophenol
<0.500
mg/L
0.500
100
10
Pyridine
<0.100
mg/L
0,100
5.0
10
2,4,5-Trichlorophenol
<0.100
mg/L
0,100
400
10
_.. _... 2,4,6-Trichlorophenol_
<0.100
__.mg/L
0.100
__.
2,00..
10 _.
2,4-Dinihotoluene
<0.100
mg/L
0.100
0,13
10
I hereby certify that I have reviewed and approve these data. YYL n---.--�bk ,
Laboratory Representative
642 Tamco Road *Reidsville, NC 27320
[phone] *[e-mail]

<
,
. . . . ..
. .
.
..
..
.
.
.
.. . . . .
... . . : . . . .
�
{
.
m
§
§
e
(\
)
}
)
\
}
\
\
{
°
u
\ \ /
`
a
=
;
w
_
=
a
/
e=
e=
e
s
e=
\
\
\
_
=
m
=
m
m
=
m
\
\
\
)
k

o
d
U O
ad
o
F �`p
I.Q�p
y
O
C
W C
N
3
a-
a
E
_
Sol
LF
Coo)rollO
Sol
W
O
N
s=
Q
as
K
�l
c
a
`vyyy,,..,.
SolN
_M
N
W
o
W
•o
'Sol
a
s
x
w
O
m
v
E
Z
a
LL
a`
a
�
�
�
(,•
�
�
a
y
u
SO
O
CIS
LIB
O
v
(C
��
U
m
a
v3
�
LO
o a
O
milln
T
0
NCu
a
w
K
N
°
CD
~
Cf)U
a
Z
a'
�
O
"6
o
-
-
d
coO
3
Sol
Y
E
LL
O
iC
o
d
O
o m
m
y
=
u
Y
iA
a
Sol
Lf'
M
O
U
u
a
a
P
r
i=
ti
N
E
a
}
p
O
low
N p O
W
@
G fl
O
O
Q vNi
ZJim u
d
M N
G
m M t
u u
m
e
N
s -
�
SO
V a n v
fl
g
H
v
io E
@
r
E
o
cu
z
o
W
Imm
CA
N
42
� U
Z
r
o
N
0IS
o
v
N�
_ n'
N
c N W
N
N
SON
W N E -i—
o
a a
3
u
> g u w •�
yx
N
O
z z
w a
p
v;
`E
°
Q
v
G
G
INN
0
O
� O
\
ESYS
_
i
U
z
E
@
O
-
-
-
=
U
cY
¢
O
V-
u
O �
J
N
� O1
x
w
ai
N
�
O
a
So
L
a
+�+ a
LL
O
U
Sol
N
=

APPENDIX 5
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Cottonwood/Baywood WWTP
Field Loading Calculations
Analytical

DWR
Division of Water ResoUKes
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Cottonwood/Baywood WWI
2. Facility permit holder is: ❑ Federal, A State, 0 Local Government, or ® Private.
Facility permit issued by: ■ Div. of Water Resources, Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: Lucille C. Ginsbere
Complete mailing address: 7536 NC HWY 39
City: Zebulon State: NC Zip: 27597
Telephone number: [phone] E-mail address: [e-mail]
4. Facility physical address: Bethlehem Road
City: m State: NC Zip: 545-
Coordinates: Latitude: 35' 45' 42.9" Longitude: 78' 28' 24.6"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: Q95A MGD and facility average daily flow: = MGD
8. Average amount of residuals being generated at this facility E dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 0.0575 MG Extended Aeration'
Type and volume of residuals storage (i.e., outside of residuals treatment units): 13,000 Gallon Sludge Holding Tank
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
® Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): =
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: _ and Date of analysis: _
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: _ °F (> 140°F)
Passed reactivity test: Eyes Ono. HCN: _ mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m-Cresol
200.0
Pentachlorophenol
100.0
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4-Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1,1-Dichloroethylene
0.7
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6-Trichlorophenol
2.0
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: environment 1, A and Date of analysis: 3/26/2019
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<2.5
Cadmium
85
39
1.3
Copper
4,300
1,500
208
Lead
840
300
11
Mercury
57
17
0.57
Molybdenum
75
n/a
13
Nickel
420
420
8
Selenium
100
100
<5.0
Zinc
7,500
2,800
1,166
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
11 > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
> 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: environment 1, Ir>♦ and Date of analysis: 03/26/2019
Parameter
Result
(mg/kg)
Aluminum
3,157
Ammonia -Nitrogen
509.1
Calcium
16,306
Magnesium
3,008
Nitrate -Nitrite Nitrogen
113.4
pH (Standard Unit)
6.8
Phosphorus
25,610
Potassium
6,585
Sodium
21,932
Total Kjeldahl Nitrogen
46,270
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): -
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
14,096
22,379
Injection/Incorporation
14,351
22,568
6. Other Pollutants Determination: S eci whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 i
3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, oi I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

it,
Facility Cottonwood/Baywood WWTP
FIELD LOADING ESTIMATES
Sampling Date 3/26/2019
% Solids 0.49
Mineralization Rate 0.3
Gallons per DT 48,940.44
pH 6.8
Sodium Absorpotion 2.89 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 46,270 lbs./1,000 gal 1.89
Ammonia Nitrogen (mg/Kg) 509.10 lbs./1,000 gal 0.02
Nitrate -Nitrite (mg/Kg) 113.40 lbs./1,000 gal 0.00
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 14,096 lbs./1,000 gal 0.58
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 14,351 lbs./1,000 gal 0.59
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling Class B Ceiling
Limits (mg/Kg) Limits (mg/Kg)
41 75
39 85
1,500 4,300
300 840
17 57
420 420
100 100
2,800 7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.27
Phosphorus lbs./1,000 gal 1.05
Calcium lbs./1,000 gal 0.67
Magnesium lbs./1,000 gal 0.12
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
2.50
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.30
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
208.00
Copper lbs./1,000 gal
0.01
Lead (mg/Kg)
11.00
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.57
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
8.00
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
5.00
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
1166.00
Zinc lbs./1,000 gal
0.05
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
46,270
14,096
28.19
32,174
46,270
14,351 28.70
31,919
32,174
4,826
9.65
27,348
31,919
4,788 9.58
27,131
27,348
2,051
4.10
25,297
27,131
2,035 4.07
25,096
25,297
949
1.90
24,348
25,096
941 1.88
24,155
24,348
457
0.91
23,891
24,155
453 0.91
23,702
Equations
1st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Ig)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 22,379 44.76
Total 22,568 45.14

114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
COTTONWOOD
ATTN: LUCI CROSBY
CROSBY WATER & SEWER
7536 NC HWY 39 SOUTH
ZEBULON ,NC 27807
PARAMETERS
PH (not to be used for reporting)
Aluminum, (dry wt. basis), mglkg
Arsenic (dry wt. basis), mglkg
Calcium (dry wt. basis), mg/kg
Cadmium (dry wt. basis), mg/kg
Copper (dry wt. basis), mg/kg
Chromium, T.(dry wt. basis),mg/kg
Lead (dry weight basis), mg/kg
Magnesium (dry wt. basis), mglkg
Mercury (dry wt. basis), mg/kg
Nickel (dry wt. basis), mg/kg
Potassium (dry wt. basis), mg/kg
Selenium (dry wt. basis), mg/kg
Sodium (dry wt. basis), mg/kg
Zinc (dry wt. basis), mg/kg
Total Solids, %
TKN (dry wt.), mg/kg
Ammonia Nitrogen (dry wt.),mg/kg
Phosphorus, T. (dry wt.), mg/kg
Nitrate -Nitrite (dry wt.), mg/kg
Plant Available Nitrogen, mg/kg
Molybdenum (dry wt. basis), mg/kg
Sludge Analysis Method
Sample Date Analyst Code
6.8
03/26/19
TCW
4500HB-11
3157
04/04/19
LFJ
EPA200.7
2.5
04/04/19
MTM
3113B-04
16306
04/04/19
LFJ
EPA200.7
1.3
04/08/19
MTM
3113B-04
208
04/04/19
LFJ
EPA200.7
6
04/04/19
LFJ
EPA200.7
11
04/05/19
MTM
3113B-04
3008
04/04/19
LFJ
EPA200.7
0.57
04/17/19
MTM
EPA7471B
8
04/04/19
LFJ
EPA200.7
6585
04/04/19
LFJ
EPA200.7
C5.0
04/10/19
MTM
3113B-04
21932
04/18/19
AKS
3111B-11
1166
04/04/19
LFJ
EPA200.7
0.49
03/28/19
KDS
254OG-11
c 46270
03/29/19
TLH
351.2 R2-93
c 509.1
04/01/19
CLO
350.1 R2-93
c 25610
04/02/19
CLO
365.4-74
c 113.4
04/02/19
DTL
353.2 R2-93
14096
04/05/19
SEJ
13
04/04/19
LFJ
EPA200.7
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 339 C
DATE COLLECTED: 03/26/19
DATE REPORTED : 04/22/19
REVIEWED BY:
c Uncertified data. DWR does not offer non -aqueous certification for this analytical procedure.

APPENDIX 6
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Lake Royale WWTP
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water ResoUKes RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name:
2. Facility permit holder is: Federal, 0 State, 11 Local Government, or ® Private.
Facility permit issued by: Div. of Water Resources, IN Div. of Environmental Health,
or Other (explain: `).
3. Facility contact person and title: Total Environmental Solutions, Inc.
Complete mailing address: P.O. Box 14059
City: Baton Rouge State: Zip: 70898-4059
Telephone number: 52) 478-4704 E-mail address: dhartgtesi-usa.com
4. Facility physical address: NCSR 1611
City: � State: NC Zip: 7549-
Coordinates: Latitude: 35' 57' 0111" Longitude: 78' 11' 27.0"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes ® No
7. Facility permitted/design flow: 0.080 MGD and facility average daily flow: 0.0027 MGD
8. Average amount of residuals being generated at this facility < 5 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 0.08 MG Aeration Tank(s)
Type and volume of residuals storage (i.e., outside of residuals treatment units): 5,000 Gallon Sludge Holding Tank
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
® Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): =
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: _ and Date of analysis: _
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: _ °F (> 140°F)
Passed reactivity test: Eyes Ono. HCN: _ mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m-Cresol
200.0
Pentachlorophenol
100.0
o-Cresol
200.0
Pyridine
5.0
p-Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4-Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1,1-Dichloroethylene
0.7
2,4,5-Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6-Trichlorophenol
2.0
Endrin
0.02
2,4,5-TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Peritech Inc. and Date of analysis: -
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<1.81
Cadmium
85
39
3.97
Copper
4,300
1,500
750
Lead
840
300
42.8
Mercury
57
17
0.217
Molybdenum
75
n/a
5.29
Nickel
420
420
10.4
Selenium
100
100
2.22
Zinc
7,500
2,800
1,880
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
11 > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
> 100 but < 125
53
360
390
> 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory:lkeritech Inc. and Date of analysis: -
Parameter
Result
(mg/kg)
Aluminum
10,500
Ammonia -Nitrogen
2,620
Calcium
11,500
Magnesium
1,440
Nitrate -Nitrite Nitrogen
<361
pH (Standard Unit)
6.7
Phosphorus
10,300
Potassium
1,780
Sodium
2,380
Total Kjeldahl Nitrogen
20,600
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.92
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
7,065
10,549
Injection/Incorporation
8,375
11,522
6. Other Pollutants Determination: S eci whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 i
3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, oi I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
Alternative 6 [15A NCAC 02T. 1107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

it,
FIELD LOADING ESTIMATES
Facility Lake Royale
Sampling Date 5/31/2019
% Solids 2.77
Mineralization Rate 0.30
Gallons per DT 8,657.33
pH 6.7
Sodium Absorpotion 0.92 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 20,600 lbs./1,000 gal 4.76
Ammonia Nitrogen (mg/Kg) 2,620.00 lbs./1,000 gal 0.61
Nitrate -Nitrite (mg/Kg) 361.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 7,065 lbs./1,000 gal 1.63
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 8,375 lbs./1,000 gal 1.93
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling Class B Ceiling
Limits (mg/Kg) Limits (mg/Kg)
41 75
39 85
1,500 4,300
300 840
17 57
420 420
100 100
2,800 7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.41
Phosphorus lbs./1,000 gal 2.38
Calcium lbs./1,000 gal 2.66
Magnesium lbs./1,000 gal 0.33
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
1.81
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
3.97
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
750.00
Copper lbs./1,000 gal
0.17
Lead (mg/Kg)
42.80
Lead lbs./1,000 gal
0.01
Mercury (mg/Kg)
0.22
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
10.40
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
2.22
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
1880.00
Zinc lbs./1,000 gal
0.43
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN
PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
20,600
7,065
14.13
13,535
20,600
8,375
16.75
12,225
13,535
2,030
4.06
11,505
12,225
1,834
3.67
10,391
11,505
863
1.73
10,642
10,391
779
1.56
9,612
10,642
399
0.80
10,243
9,612
360
0.72
9,251
10,243
192
0.38
10,051
9,251
173
0.35
9,078
Equations
1st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Ig)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 10,549 21.10
Total 11,522 23.04

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 05311923
Parameters
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Sample: LR053119 Grab
Results Analysis Date
Report Date:
Project:
Date Sample Rcvd:
6/12/2019
Lake Royale
5/31/2019
5/31/19
RenortingLimit Method
%Total Solids
2.77
%
6/5/19
0-100
%
SM 2540B
Ammonia, Nitrogen
2620
mg/kg
6/6/19
10
mg/kg
EPA
350.1
TKN
20,600
mg/kg
6/7/19
20
mg/kg
EPA
351.1
Nitrate/Nitrite, Nitrogen
<361
mg/kg
6/4/19
361
mg/kg
EPA
353.2
Aluminum, total
10,500
mg/kg
6/5/19
2,50
mg/kg
EPA
200.7
Arsenic, total
<1.81
mg/kg
6/5/19
1.81
mg/kg
EPA
200.7
Cadmium, total
3.97
mg/kg
6/5/19
0.20
mg/kg
EPA
200.7
Calcium, total
11,500
mg/kg
6/5/19
10.0
mg/kg
EPA
200.7
Copper, total
750
mg/kg
6/5/19
1.00
mg/kg
EPA
200.7
Lead, total
42.8
mg/kg
6/5/19
0.500
mg/kg
EPA
200.7
Magnesium, total
1,440
mg/kg
6/5/19
10.0
mg/kg
EPA
200.7
Mercury, total
0.217
mg/kg
6/10/19
0.02
mg/kg
EPA
245.1
Molybdenum, total
5.29
mg/kg
6/5/19
0.500
mg/kg
EPA
200.7
Nickel, total
10.4
mg/kg
6/5/19
2.0
mg/kg
EPA
200.7
Phosphorus, total
10,300
mg/kg
6/5/19
2.00
mg/kg
EPA
200.7
Potassium, total
1,780
mg/kg
6/5/19
20.0
mg/kg
EPA
2003
Selenium, total
2.22
mg/kg
6/5/19
2.63
mg/kg
EPA
200.7
Sodium, total
2,380
mg/kg
6/5/19
20.0
mg/kg
EPA
200.7
Zinc, total
1,880
mg/kg
6/5/19
0.500
mg/kg
EPA
2003
pH
6.7
S.U.
6/4/19
1.0 - 14.0
S.U.
SM 4500-HB
I hereby certify that 1 have reviewed and approve these data. �, (�(' �)
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

0
C
:c00
°£e(\\,
_
`E
\
•
;
!
/
)
2,
k w
� /}
/ k / aCL
};
§ ®k \
}
%ail
.
\ § 7 ©
\
S
0)
3
0._
_
in
CO
}
<
.
c
*
�
�
§
.
\
\
\
E
-
.
®
`
!
\
)
_?
§
`
®
\
\CL
\
®
$
/
Co \
\
)
&
n o
/
_
\
§ \
a
\
r
ƒ
#
-
\
\
\
/
\ / /
.2
\
.
/
eƒ
a\
r
°
\ )
E
e
/ 2
)
/
!
r
\ }
#
i=
i=
/
®
}
) \
,.
\ \ §
t Q
_
2
\
(
a 3 \ U
7
C9 ,
»
u
§ ) j
E
©
\
r
-
_
$ / O
)
\
V <
t
«
0
a)}
\
®
\
-
{)
14
z .
\
/
2
\
0 e O
kn
E \
- -
)
� $ t
0
E-
, -
_
3
0
Q
` ƒ
%
=
E
3
)
,
/
\
\
\
2�
k
\
2
�.
®/DS

APPENDIX 7
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Lewiston Woodville WWTP
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water KesoUFces RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Lewiston Woodville WWTP
2. Facility permit holder is: ❑ Federal, A State, N Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: James Pujzh
Complete mailing address: 103 W. Church Stree'i
City: Lewiston Woodville State: NC Zip: 27849-
Telephone number: [phone] E-mail address: lewistonwoodville(a�gmail.com
4. Facility physical address: 346 NC Highway 11
City: Lewiston Woodville State: Zip: 27849-
Coordinates: Latitude: 36' 8' 35" Longitude: id' /' 53"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
®' treatment of municipal wastewater, treatment of 100% domestic wastewater,
❑ treatment of potable water, treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: E MGD and facility average daily flow: = MGD
8. Average amount of residuals being generated at this facility - dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 0.64 MG Aeration Basin
Type and volume of residuals storage (i.e., outside of residuals treatment units): 15,000 Gallon Aerobic Digester
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Meritech, Inc and Date of analysis: MMW2
Passed corrosivity test: yes no. pH: 6.4 s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: � OF (> 140°F)
Passed reactivity test: Oyes Ono. HCN: _ mg/kg (<250) & H2S: 10.0 mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
<0.100
Hexachlorobenzene
0.13
<0.100
Barium
100.0
0.102
Hexachloro-1,3-Butadiene
0.5
<0.100
Benzene
0.5
<0.0100
Hexachloroethane
3.0
<0.100
Cadmium
1.0
<0.020
Lead
5.0
<0.100
Carbon Tetrachloride
0.5
<0.0100
Lindane
0.4
<0.040
Chlordane
0.03
<0.003
Mercury
0.2
<0.02
Chlorobenzene
100.0
<0.0100
Methoxychlor
10.0
<1.000
Chloroform
6.0
<0.0100
Methyl Ethyl Ketone
200.0
<0.100
Chromium
5.0
<0.050
Nitrobenzene
2.0
<0.100
m-Cresol
200.0
<0.200
Pentachlorophenol
100.0
<0.500
o-Cresol
200.0
<0.100
Pyridine
5.0
<0.100
p-Cresol
200.0
<0.200
Selenium
1.0
<0.100
Cresol
200.0
<0.300
Silver
5.0
<0.050
2,4-D
10.0
<1.000
Tetrachloroethylene
0.7
<0.0100
1,4-Dichlorobenzene
7.5
<0.100
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.0100
Trichloroethylene
0.5
<0.0100
1,1-Dichloroethylene
0.7
<0.0100
2,4,5-Trichlorophenol
400.0
<0.100
2,4-Dinitrotoluene
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.100
Endrin
0.02
<0.002
2,4,5-TP (Silvex)
1.0
<0.100
Heptachlor and its Hydroxide
0.008
<0.0008
Vinyl Chloride
0.2
<0.0200

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: [jeriteM and Date of analysis: -
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<2.29
Cadmium
85
39
1.76
Copper
4,300
1,500
195
Lead
840
300
52.8
Mercury
57
17
0.069
Molybdenum
75
n/a
4.28
Nickel
420
420
9.77
Selenium
100
100
<2.29
Zinc
7,500
2,800
541
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
I > 0 but < 25
30
200
210
Ej > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
j > 100 but < 125
53
360
390
El > 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: keriteM M and Date of analysis: -
Parameter
Result
(mg1kP)
Aluminum
19,000
Ammonia -Nitrogen
<459
Calcium
7,750
Magnesium
1,630
Nitrate -Nitrite Nitrogen
2,640
pH (Standard Unit)
6
Phosphorus
6,560
Potassium
2,090
Sodium
5,700
Total Kjeldahl Nitrogen
13,400
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 2.26
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): E default value, or 0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex Iain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(m91k9)
(mg/kg)
Surface
6,752
8,463
Injection/Incorporation
6,981
8,634
6. Other Pollutants Determination: SpecifX whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 (3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, 4 heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, or I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item Il. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T. 1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. 1 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

FIELD LOADING ESTIMATES
Facility Lewiston -Woodville WWTP
Sampling Date 7/11/2019
% Solids 2.18
Mineralization Rate 0.30
Gallons per DT 11,000.37
PH 6
Sodium Absorpotion 2.26 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 13,400 lbs./1,000 gal 2.44
Ammonia Nitrogen (mg/Kg) 459.00 lbs./1,000 gal 0.08
Nitrate -Nitrite (mg/Kg) 2,640.00 lbs./1,000 gal 0.48
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 6,752 lbs./1,000 gal 1.23
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 6,981 lbs./1,000 gal 1.27
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling
Class B Ceiling
Limits (mg/Kg)
Limits (mg/Kg)
41
75
39
85
1,500
4,300
300
840
17
57
420
420
100
100
2,800
7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 0.38
Phosphorus lbs./1,000 gal 1.19
Calcium lbs./1,000 gal 1.41
Magnesium lbs./1,000 gal 0.30
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
2.29
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
1.76
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
195.00
Copper lbs./1,000 gal
0.04
Lead (mg/Kg)
52.80
Lead lbs./1,000 gal
0.01
Mercury (mg/Kg)
0.07
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
9.77
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
2.29
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
541.00
Zinc lbs./1,000 gal
0.10
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
T
(mg/kg) (lbs/DT)
(mg/Kg)
13,400
6,752
13.50
6,648
13,400
6,981 13.96
6,419
6,648
997
1.99
5,651
6,419
963 1.93
5,456
5,651
424
0.85
5,227
5,456
409 0.82
5,047
5,227
196
0.39
5,031
5,047
189 0.38
4,857
5,031
94
0.19
4,937
4,857
91 0.18
4,766
Equations
1 st Yr. PAN (mg/I0=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Kg)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 8,463 16.93
Total 8,634 17.27

Meritech, Inc.
rk
Environmental Laboratory
Laboratory
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Revised Date,
Report Date:
Project:
Date Sample Rcvd:
8/5/2019
7/23/2019
Lewiston
7/11/2019
Meritech Work Order # 071119129
Sample:
LW071119 Grab
7/11/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
2,18
%
7/12/19
0-100
%
SM 2540B
Ammonia, Nitrogen
<459
mg/kg
7/16/19
459
mg/kg
EPA 350A
TKN
13,400
mg/kg
8/2/19
20
mg/kg
EPA 351A
Nitrate/Nitrite, Nitrogen
2,640
mg/kg
7/17/19
31.3
mg/kg
EPA 353.2
Aluminum, total
19,000
mg/kg
7/17/19
2,50
mg/kg
EPA 200.7
Arsenic, total
<2.29
mg/kg
7/17/19
2.29
mg/kg
EPA 2003
Cadmium, total
1.76
mg/kg
7/17/19
0.20
mg/kg
EPA 2003
Calcium, total
7,750
mg/kg
7/17/19
10.0
mg/kg
EPA 200.7
Copper, total
195
mg/kg
7/17/19
1.00
mg/kg
EPA 200.7
Lead, total
52.8
mg/kg
7/17/19
0.500
mg/kg
EPA 200.7
Magnesium, total
1,630
mg/kg
7/17/19
10.0
mg/kg
EPA 200.7
Mercury, total
0.069
mg/kg
7/16/19
0.02
mg/kg
EPA 245A
Molybdenum, total
4.28
mg/kg
7/17/19
0.500
mg/kg
EPA 200.7
Nickel, total
9.77
mg/kg
7/17/19
2.0
mg/kg
EPA 200.7
Phosphorus, total
6,560
mg/kg
7/17/19
2.00
mg/kg
EPA 200.7
Potassium, total
2,090
mg/kg
7/17/19
20.0
mg/kg
EPA 200.7
Selenium, total
<2.29
mg/kg
7/17/19
2.29
mg/kg
EPA 2003
Sodium, total
5,700
mg/kg
7/17/19
20.0
mg/kg
EPA 200.7
Zinc, total
541
mg/kg
7/17/19
0.500
mg/kg
EPA 200.7
pH
6.0
S.U.
7/12/19
1.0 - 14.0
S.U.
SM 4500-HB
I hereby certify that I have reviewed and approve these data. AP
mi�
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Z
.a °. o
°'
E .ti--.
a
Yk
m
�♦
E
E
a
co
_
ce) V
a
e
z
N Q
Y
o
o
N M co a
cp
U
d
cr
N
c
Z
a
L
T
V]
N
«o
a
E
Z
`
v
-
LO
>
N
Z
O
LO
Y
�.
CL
Z
W
Z
N
Z
ca
V) X '6
m
Y
O
a
~
°
m
U
�
F
u 0
s
U Q Q
o
;ZT
t
E
N
}- i=
CN
E
co
O N N O
Z (0VN
U
T� co v m ^
E
E
m
u
+ o m
.n
W
=
.ca
o
z UaE
a
o
2 C U
m
wo
z _
o
OC
&
W
a
"m
�J o U w •L
3t
Y
C W
O
G
C
u
c
o
`
�
T'
O
CU
E
v
S
N
Ln
El
0eCll

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Drew Matthews Report Date: 8/16/2019
Client: Soil Plus
P.O. Box 1396 Project: Lewiston
Oxford, NC 27565 Date Sample Rcvd: 7/26/2019
Meritech Work Order # 07261946 Sample: LW072619 Grab 7/26/2019
1311- TCLP Metals
Parameter Results Analysis Date Det. Limit Reg. Limit Method
Arsenic <0.100 mg/L 8/7/2019 0,100 5.0 EPA 200.7
Barium 0,102 mg/L 8/7/2019 0,050 100.0 EPA 2003
Cadmium <0.020 mg/L 8/7/2019 0,020 1.0 EPA 2003
Chromium <0.050 mg/L 8/7/2019 0,050 5.0 EPA 200.7
Lead <0.100 mg/L 8/7/2019 0,100 5.0 EPA 200.7
Mercury <0.02 mg/L 7/30/2019 0,02 0.2 EPA 245A
Selenium <0.100 mg/L 8/7/2019 0,100 1.0 EPA 2003
Silver <0.050 mg/L 8/7/2019 0,050 5.0 EPA 2003
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 8/1/2019 8260
Semi Vol. 8270 Attached 8/8/2019 8270
Other Tests
Parameter Results Analysis Date Reporting Limit Method
%Total Solids 0,55 % 7/31/2019 0-100 % SM 2540B
Cyanide, total <0.500 mg/kg 8/6/2019 0.500 mg/kg EPA 335A
Sulfide <10.0 mg/kg 8/1/2019 10.0 mg/kg SM4500S2D
Ignitability >140 °F 8/1/2019 EPA 1030
Corrositivity (pH) 6A S.U. 7/31/2019 1.0 - 14.0 S.U. SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
teL[phone] fax,[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
Page 2
Report Date: 8/16/2019
P.O. Box 1396 Project: Lewiston
Oxford, NC 27565 Date Sample Rcvd: 7/26/2019
Meritech Work Order # 07261946 Sample: LW072619 Grab 7/26/2019
1311 - I LLP Pesticides & Herbicides
Pesticide - SW-846 8081A
Parameter Results Analysis Date Det. Limit Reg. Limit Dilution Factor
Endrin
Attached - - -
Chlordane
Attached
Toxaphene
Attached
Methoxychlor
Attached
Heptachlor
Attached
Lindane
Attached
Herbicides - SW-846 8151A
Parameter Results Analvsis Date Det. Limit Ree. Limit Dilution Factor
2,4-D Attached - - -
2,4,5-TP (Silvex) Attached - - -
I hereby certify thatl have reviewed and approve these data, ., ;� �(� � }
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
teL[phone] fax.[phone]

MERITECH, INC.
Environmental Laboratories
Laboratory Certificate #165
Client:
Soil Plus
Project:
Lewiston
Client Sample ID:
LW072619
Sample Collection:
07/26/19
Meritech Sample ID:
07261946
1311 - TCLP Oraanics
Volatiles: SW-846 8260
Analysis: 08/01/19
Extraction:
07/29/19
Analyst: VWV
Report Date:
08/12/19
Parameter
Result
Units
Det. Limit
Rea, Limit
Dilution Factor
Benzene
<0,0100
mg/L
0.0100
0.50
10
Carbon Tetrachloride
<0,0100
mg/L
0.0100
0.50
10
Chlorobenzene
< 0.0100
mg/L
0.0100
100
10
Chloroform
<0.0100
mg/L
0,0100
6.0
10
1,2-Dichloroethane
< 0,0100
mg/L
0.0100
0,50
10
1,1-Dichloroethene
< 0.0100
mg/L
0.0100
0.70
10
Methyl Ethyl Ketone
<0,100
mg/L
0.100
200
10
Tetrachloroethylene
< 0.0100
mg/L
0.0100
0.70
10
Trichloroethene
< 0.0100
mg/L
0.0100
0.50
10
Vinyl Chloride
< 0.0200
mg/L
0.020
0.20
10
Semi-Volatiles: SW-846 8270
Analysis: 08/OS/19
Extraction:
08/OS/19
Analyst: PM
Report Date:
08/09/19
Parameter
Result
Units
Det.
Limit
Rea. Limit
Dilution Factor
1,4-Dichlorobenzene
<0.100
mg/L
0,100
7.5
10
Hexachlorobenzene
<0.100
mg/L
0.100
0.13
10
Hexachloro-1,3-butadiene
<0.100
mg/L
0.100
0.5
10
Hexachloroethane
<0.100
mg/L
0.100
3.00
10
o-cresol
<0.100
mg/L
0.100
200
10
m&p-cresol
<0.200
mg/L
0.200
200
10
Total cresols
<0.300
mg/L
0,300
200
10
Nitrobenzene
<0.100
mg/L
0.100
2.00
10
Pentachlorophenol
<0.500
mg/L
0.500
100
10
Pyridine
<0.100
mg/L
0.100
5.0
10
2,4,5-Trichlorophenol
<0.100
mg/L
0.100
400
10
2,4,6-Trichlorophenol
<0.100
mg/L
0.100
2,00
10
2,4-Dinitrotoluene
<0.100
mg/L
0.100
0.13
10
I hereby certify that I have
reviewed and
approve
these data.
Laboratory
Representative
642 Tamco Road *Reidsville, NC 27320
[phone] *[e-mail]

4
m
)
e
-
m
)
j
§
}

Y
C
O
tN
CoO
v
C
•�
Ul
#
N
«
Q
z
O
O
_
•�
�
�
E
o_
Z
LL
E
ti
cr
, A
W
O
cd
O
y
_
a+
+JCD
a.
CL
V
LO
Y E
U
o >
1
a
to><
O
°'
E
m
3 N
o
E
0
o '°co
m
..
N
•C
U
N
d r
Z
II,IMIIIIIIIIII
O
v
N
!
E
E
E
IT
i=
w
rn
r•
w ^
Vu
E
u�
d
N
N ti O O
Y
O
w
M
o
E
c a
o
It
Z
OM
a
m v
m
o
N w
U
m
M V^i
OU
m M
c
E
m
= Q ii 11
=
a
d
a�i
f�
_
>
a
m
O
LIJ
N
K
W
N
\
d
N
nl
t
N N
N W
Ljj U w
a s
u'
> 0
it
O
5 w w
12 �✓
C
Q
v
O
u
U
K
E
O
O
C
U
ay
O
3
w
u
O
Z
O
N
a
w
N
0
H
o
N
/
a
3
a
0
6
t
O

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Drew Matthews Report Date: 8/7/2019
Client: Soil Plus
P.O. Box 1396 Project: Lewiston
Oxford, NC 27565 Date Sample Rcvd: 7/26/2019
Meritech Work Order # 07261939 Sample: LW072619 (001) Grab 7/26/19
Parameters Results Analysis Date Reporting Limit Method
%Total Solids
0.94
%
7/31/19 0-100 %
SM 2540B
Fecal Coliform (Sludge)
2,901
col/g dry wt
7/26/19 208 col/g dry wt
SM 9222D
Meritech Work Order #
07261940
Sample:
LW072619 (002) Grab
7/23/19
Parameters
%Total Solids
Fecal Coliform (Sludge)
Results Analysis Date Reporting Limit Method
0.96
%
7/31/19
0-100
%
SM
2540B
947
col/g dry wt
7/26/19
208
col/g dry wt
SM
9222D
Meritech Work Order # 07261941 Sample: LW072619 (003) Grab
Parameters Results Analysis Date Reporting Limit
%Total Solids 0.90 % 7/31/19 0-100 %
Fecal Coliform (Sludge) 1,010 col/g dry wt 7/26/19 208 col/g dry wt
Meritech Worlc Order # 07261942 Sample: LW072619 (004) Grab
7/23/19
Method
SM 2540B
SM 9222D
7/23/19
Parameters Results Analysis Date Reporting Limit Method
%Total Solids
1.01
%
7/31/19 0-100 %
SM 2540B
Fecal Coliform (Sludge)
2,700
col/g dry wt
7/26/19 208 col/g dry wt
SM 9222D
Meritech Work Order #
07261943
Sample:
LW072619 (005) Grab
7/23/19
Parameters Results Analysis Date Reporting Limit Method
%Total Solids
0.99
%
7/31/19
0400
%
SM
2540B
Fecal Coliform (Sludge)
2,755
col/g dry wt
7/26/19
208
col/g dry wt
SM
9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Page 2
Report Date: 8/7/2019
Project: Lewiston
Date Sample Rcvd: 7/26/2019
Meritech Work Order # 07261944 Sample: LW072619 (006) Grab
Parameters
7/26/19
Results Analysis Date Reporting Limit Method
%Total Solids
0.96
%
7/31/19
0-100
%
SM
2540B
Fecal Coliform (Sludge)
2,841
col/g dry wt
7/26/19
208
col/g dry wt
SM
9222D
Meritech Work Order # 07261945 Sample: LW072619 (007) Grab
Parameters
Results
Analysis Date
Reporting Limit
%Total Solids
0.88 %
7/31/19
0-100 %
Fecal Coliform(Sludge)
2,583 col/gdrywt
7/26/19
208 col/gdrywt
7/26/19
Method
SM 2540B
SM 9222D
I hereby certify that! have reviewed and approve these data. �`�(� �'��� (� �((
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

uz
-
E
P
E
E
N
E
to
M I� a
CA Lo s
Ch
'.�
is
rn�
oo
CA Cl
CV
u' C° E
N 0) N
Ul
w c v #
X O
w
E
Z a LL w a a
w
S
a
O
l0
N
a
3
G
Vi
i
3 v
o
h
[--aI-p
F
I-p
I-p
lf) p' °' O 4J
1-
o
0
0
0
0
o
Y
O
�
o
s
CL
Y E
E
E
E
E
E
E
m
r
'= w
E
0
-
_
rn N
o
0
0
o
0
o
Q O T
."O-
.0
.0
•0
0
O
O
N
� Z -p a-
U
U
U
U
U
U
U
a
N x
o
m
m
m
m
m
O
ti
N
E
_
_
_
d m
E
N
N
N
N
aUi
w
ti
w
w
w
U.
w
w
Oc 3 m
n
0 d Q 0 N «
m
=
u Y
r
z
n
a
v
w o
C7
C9
C9
C9
C7
C9
C9
z
r
a O
c
U Q Q UCOO
c
..
..
..
t
M
Lo
�xJ
w
`E
o,
�.
a,
o,
rn
o�
V
O
O
7 Y
N
N
N
N
N
O
O
VN E W
N Q m
o
e
o
o
T V
p
Kt V Q
Z O
N
N
N
N
N
N
N
E
E
O_
H m a /` d
r
!`
n
r
r
r
t`
Q
(6
nAOmm t.i
O
O
O
O
1/1
6
O
$
Z
m zaaaaaaa4
OU = c N E
Q x
S
J O a
o
a
v°
V ¢ a t
0 LJJ E ,—
o
N
K ° H
c / , m
U
m
_
N
c
t• N_
p Z
O M
\
0 .0
V
N
3 � J > o w }
o
_N
a
u CN.� �L
s
z E v p
`
s =
�
U
cal
m
%at
to
o
E
UO
ro
O
O
O
O
O
O
p
O
C
O
O
O
1
O
CDp
U
O
cu
O
3
Q\
Q,
Q\
a,
01
ON
01
C
xv
N
E
a
L
N
N
N
N
N
N
v
O
O
O
O

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews Report Date: 9/6/2019
Client: Soil Plus
P.O. Box 1396 Project: Lewiston
Oxford, NC 27565 Date Sample Rcvd: 7/26/2019
Vector Attraction Reduction / Aerobically Digested Sludge (30 Day Test)
Meritech Worlc Order # 07261947
Week 1
Weelc 2
Week 3
Week 4
Week 5
Total Solids
0.840
0.740
0.710
0.760
0.620
Sample: LW072619 Grab
Volatile Solids
0.350
0.310
0.280
0.290
0.250
7/26/19
Volatile Solids
0.419
0.425
0.395
0.380
0.396
Mass Balance Equation = 5.39%Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that /have reviewed and approve these data. ���. A('A � �)C' C� .� )
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

cu
M
h
N
0)�
EY
3
^
ti
°P
cn
N
W
O
j
X
no
4
N
O)
Q
z
0
Nco
N
M
N
�
Yk
i;
�✓
o
�
•�
off-
�
X
�
�
�
w
£
m
c x
a
vai ci
C
cC
`
N
r
v
v
0
LO
0 a
h
s
`o
v
C.0
>1
Y
N
o
0
c
a
Ci
a
m
a
Z
u
m
to
n
Inw
o
a
p
o
Y
_
Y
°44
g
F
Z
F•
v
E
U
m
a
z
�Ac�
w
N
E
E
E
c
F
y
E
N
a
o
VYJCO
0
Q
0
N H 0
£
a
o
ZO m v u f\
y
co
0
Q
<
`
U
OU
m05
Sl
E
a
o x W
LL
• c
�--
J
5
-6
V a N
O,
t
c
d
v
Q
o
W E i
s
o
W o
L
co
W
s
U
C
E
3
O
U
a i
_
.v
G
O\
ci
c
O
3
O
J
l�
O
a
-O
t
W
3
-o
..
D_
Q
li
0

APPENDIX 8
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Hominy Creek WRF
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water KesoUFces RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: k WW
2. Facility permit holder is: ❑ Federal, 0 State, N Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: Jimmy Pridgen
Complete mailing address: PO Box 10
City: Wilson State: Zip: 27894-0010
Telephone number: [phone] E-mail address: jpridgengwilsonnc.org
4. Facility physical address: 3100 Old Stantonsburg Rd�
City: ffilson State: NC Zip: 7894-
Coordinates: Latitude: 35' 41' 15.4" Longitude: A° 5533' 40.3"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
®' treatment of municipal wastewater, treatment of 100% domestic wastewater,
❑ treatment of potable water, treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: E MGD and facility average daily flow: 4.14 MGD
8. Average amount of residuals being generated at this facility = dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: conventional activated sludge with biological nutrient removal and tertiary
treatment
Type and volume of residuals storage (i.e., outside of residuals treatment units): 4 anaerobic digesters with a total volume
of 2,346,500; belt press with a covered 32,000 square ft storage pad holding annroximately 216,000 cubic ft
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
FORM: RSC 11-13 Page 1 of 5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: U yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Tmerican Testing Technologies, Inc. and Date of analysis: 2/7/18
Passed corrosivity test: ® yes ❑ no. pH: 6.8 s_u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: _ OF (> 140°F)
Passed reactivity test: 19yes Eno. HCN: " mg/kg (<250) & HZS: W mg/kg (<500)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
TCLP Parameter
Limit
(mg/l)
Result
(mg/1)
Arsenic
5.0
< 1.0
Hexachlorobenzene
0.13
< 0.05
Barium
100.0
< 10
Hexachloro-1,3-Butadiene
0.5
< 0.05
Benzene
0.5
< 0.1
Hexachloroethane
3.0
< 0.05
Cadmium
1.0
< 0.5
Lead
5.0
< 1.0
Carbon Tetrachloride
0.5
< 0.1
Lindane
0.4
< 0.005
Chlordane
0.03
< 0.005
Mercury
0.2
< 0.02
Chlorobenzene
100.0
< 0.1
Methoxychlor
10.0
< 0.1
Chloroform
6.0
< 0.1
Methyl Ethyl Ketone
200.0
< 2.0
Chromium
5.0
< 1.0
Nitrobenzene
2.0
< 0.05
m-Cresol
200.0
< 0.5
Pentachlorophenol
100.0
< 0.5
o-Cresol
200.0
< 0.5
Pyridine
5.0
< 0.05
p-Cresol
200.0
< 0.5
Selenium
1.0
< 0.5
Cresol
200.0
< 0.5
Silver
5.0
< 1.0
2,4-D
10.0
< 1.0
Tetrachloroethylene
0.7
< 0.1
1,4-Dichlorobenzene
7.5
< 0.05
Toxaphene
0.5
< 0.1
1,2-Dichloroethane
0.5
< 0.1
Trichloroethylene
0.5
< 0.1
1,1-Dichloroethylene
0.7
< 0.1
2,4,5-Trichlorophenol
400.0
< 0.5
2,4-Dinitrotoluene
0.13
< 0.05
2,4,6-Trichlorophenol
2.0
< 0.5
Endrin
0.02
< 0.005
2,4,5-TP (Silvex)
1.0
< 1.0
Heptachlor and its Hydroxide
0.008
< 0.005
Vinyl Chloride
0.2
< 0.2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Meritech, Inc. and Date of analysis:
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<0.829
Cadmium
85
39
0.307
Copper
4,300
1,500
124
Lead
840
300
16.3
Mercury
57
17
0.041
Molybdenum
75
n/a
2.13
Nickel
420
420
10.4
Selenium
100
100
<0.829
Zinc
7,500
2,800
510
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mglkg)
Chromium
(mg/kg)
Nickel
(mg/kg)
> 0 but < 25
30
200
210
0 > 25 but < 50
34
220
240
> 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
d > 100 but < 125
53
360
390
❑ > 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Meritech, Inc. and Date of analysis: _
Parameter
Result
(mg1kP)
Aluminum
3,550
Ammonia -Nitrogen
3,850
Calcium
7,060
Magnesium
752
Nitrate -Nitrite Nitrogen
20.7
pH (Standard Unit)
5.4
Phosphorus
15,700
Potassium
561
Sodium
348
Total Kjeldahl Nitrogen
5,040
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): -
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: %. This
rate is a (check one): M default value, or 0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(m91k9)
(mg/kg)
Surface
2,184
2,689
Injection/Incorporation
4,109
4,273
6. Other Pollutants Determination: SpecifX whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 (3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, 4 heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, or I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item Il. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T. 1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. 1 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

NGMAN
FIELD LOADING ESTIMATES
Facility Hominy Creek WWTP
Sampling Date 7/17/2019
Solids 60.3
Mineralization Rate 0.20
Wet Tons per DT 1.66
PH 5.4
Sodium Absorpotion 0.81 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 5,040
lbs./WT 6.08
Ammonia Nitrogen (mg/Kg) 3,850.00
lbs./WT 4.64
Nitrate -Nitrite (mg/Kg) 20.70
lbs./WT 0.02
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 2,184
lbs./WT 2.63
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 4,109
lbs./WT 4.96
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling
Class B Ceiling
Limits (mg/Kg)
Limits (mg/Kg)
41
75
39
85
1,500
4,300
300
840
17
57
420
420
100
100
2,800
7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./WT
0.68
Phosphorus lbs./WT
18.93
Calcium lbs./WT
8.51
Magnesium lbs./WT
0.91
Manganese lbs./WT
0.57
Sulfur lbs./WT
20.02
Molybdenum lbs./WT
0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
0.83
Cadmium (mg/Kg)
0.31
Copper (mg/Kg)
124.00
Lead (mg/Kg)
16.30
Mercury (mg/Kg)
0.04
Nickel (mg/Kg)
10.40
Selenium (mg/Kg)
0.83
Zinc (mg/Kg)
510.00
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
5,040
2,184
4.37
2,856
5,040
4,109 8.22
931
2,856
286
0.57
2,571
931
93 0.19
838
2,571
129
0.26
2,442
838
42 0.08
796
2,442
61
0.12
2,381
796
20 0.04
776
2,381
30
0.06
2,351
776
10 0.02
767
Arsenic lbs./WT
0.00
Cadmium lbs./WT
0.00
Copper lbs./WT
0.15
Lead lbs./WT
0.02
Mercury lbs./WT
0.00
Nickel lbs./WT
0.00
Selenium lbs./WT
0.00
Zinc lbs./WT
0.11
Equations
1st Yr. PAN (mg/I g)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Kg)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 2,689 5.38
Total 4,273 8.55

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Andrew Mlot Report Date: 8/1/2019
Client: City of Wilson NPDES #: NC0023906
3100 Old Stantonsburg Rd Project: Hominy Creek Class B Sludge
Wilson, NC 27893 Date Sample Rcvd: 7/17/2019
Meritech Work Order # 071719109 Sample: Hominy Creek Class B (A-181-1) Grab 7/17/19
Parameters Results Analysis Date Reoortine Limit Method
%Total Solids
66.3
%
7/19/19
0-100
%
SM 2540B
Fecal Coliform (Sludge)
2,331
col/g dry wt
7/17/19
134
col/g dry wt
SM 9222D
Meritech Work Order #
071719110
Sample:
Hominy Creels Class
B (A-181-2)
Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
%Total Solids
66.5
%
7/19/19
0-100
%
SM 2540B
Fecal Coliform (Sludge)
19,549
col/g drywt
7/17/19
134
col/g dry wt
SM 9222D
Meritech Work Order #
071719111
Sample:
Hominy Creek Class
B (A-181-3)
Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
%Total Solids
49.9
%
7/19/19
0-100
%
SM 2540B
Fecal Coliform (Sludge)
1,640
col/g dry wt
7/17/19
134
col/g dry wt
SM 9222D
Meritech Work Order #
071719112
Sample:
Hominy Creek Class
B (A-181-4)
Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
%Total Solids
68.0
%
7/19/19
0-100
%
SM 2540B
Fecal Coliform (Sludge)
55,882
col/g dry wt
7/17/19
134
col/g dry wt
SM 9222D
Meritech Work Order #
071719113 Sample:
Hominy Creek Class
B (A-181-5) Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
47.2 %
7/19/19
0-100 %
SM 2540B
Fecal Coliform (Sludge)
190,678 cal/g dry wt
7/17/19
134 cal/g dry wt
SM 9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Page 2
Contact: Andrew Mlot Report Date: 8/1/2019
Client: City of Wilson NPDES #: NC0023906
3100 Old Stantonsburg Rd Project: Hominy Creek Class B Sludge
Wilson, NC 27893 Date Sample Rcvd: 7/17/2019
Meritech Worlc Order #
071719114 Sample:
Hominy Creels Class
B (A-181-6) Grab
5/16/19
Parameters
Results
Analysis Date
Reporting Limit
Method
%Total Solids
52A %
7/19/19
0-100 %
SM 2540B
Fecal Coliform (Sludge)
178,503 col/g dry wt
7/17/19
134 col/g dry wt
SM 9222D
Meritech Work Order #
071719115 Sample:
Hominy Creek Class
B (A-181-7) Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
64.1 %
7/19/19
0-100 %
SM 2540B
Fecal Coliform (Sludge)
24,961 col/g dry wt
7/17/19
134 col/g dry wt
SM 9222D
Meritech Work Order # 071719116
Sample:
Hominy Creek Class
B (A-182)
Grab
7/17/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
60.3
%
7/19/19
0-100
%
SM 2540B
Ammonia, Nitrogen
3,850
mg/kg
7/23/19
0.1
mg/kg
EPA
350A
TKN
5,040
mg/kg
7/23/19
0.20
mg/kg
EPA
351.1
Nitrate, Nitrogen
20.7
mg/kg
7/19/19
27.2
mg/kg
EPA
353.2
Aluminum, total
3,550
mg/kg
7/19/19
0.050
mg/kg
EPA
2003
Arsenic, total
<0.829
mg/kg
7/19/19
0.829
mg/kg
EPA
2003
Cadmium, total
0.307
mg/kg
7/19/19
0.272
mg/kg
EPA
2003
Calcium, total
7,060
mg/kg
7/19/19
0.100
mg/kg
EPA
2003
Chromium, total
12.4
mg/kg
7/19/19
0.005
mg/kg
EPA
200.7
Copper, total
124
mg/kg
7/19/19
0.002
mg/kg
EPA
2003
Iron, total
121,200
mg/kg
7/31/19
0.025
mg/kg
EPA
200.7
Lead, total
16.3
mg/kg
7/19/19
0.010
mg/kg
EPA
2003
Magnesium, total
752
mg/kg
7/19/19
0.005
mg/kg
EPA
2003
Manganese, total
474
mg/kg
7/19/19
0.005
mg/kg
EPA
2003
Mercury, total
0.041
mg/kg
7/23/19
0.0002
mg/kg
EPA
245A
Molybdenum, total
2.13
mg/kg
7/19/19
0.679
mg/kg
EPA
200.7
Nickel, total
10.4
mg/kg
7/19/19
0.010
mg/kg
EPA
2003
Phosphorus, total
15,700
mg/kg
7/19/19
0.020
mg/kg
EPA
2003
Potassium, total
561
mg/kg
7/19/19
1.00
mg/kg
EPA
2003
Selenium, total
<0.829
mg/kg
7/19/19
0.829
mg/kg
EPA
2003
Sodium, total
348
mg/kg
7/19/19
0.100
mg/kg
EPA
2003
Sulfur, total*
16,600
mg/kg
7/31/19
0.1
mg/kg
EPA
200.7
Zinc, total
510
mg/kg
7/19/19
0.010
mg/kg
EPA
2003
pH
5.4
S.U.
7/19/19
1.0 - 14.0
S.U.
SM 4500-HB
* Results not for regulatory
purposes
I hereby certify that I have
reviewed and
approve
these data. �I
I ►Q�
0(1�
Laboratory
Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

a
m
bq
'o
d
=
O O
a
a
d
O
n u
c
m
o
0
=
J
E
r
F'�••
.)
C
Y
a c
O' nx
y
E
u
m
m 0
O
v
Y
ro
F
,
U
3
O
3
-•
M
� �
?
1?
�
w
••
y
o
c
m
t
Q
'c
Q
❑
v
o
c
S^�
cr
c
N
-
E
m❑
C
u
�A\
vl
a
m
m
V
Oj
I.,fn
LL
j
N
E
E
i+
lL
lY
Ll
LL
Ll
Il
t
N
co
q$
o2S
o2f
oZ$
oif
of
=
-
a
o
a
c
Y`+�
c
c
u
E
=_
°'
O
K
c
H
H
vi
+n
H
H
'n
u
O m
O
c
"O
C
❑.
pp
VI
N
N
V7
N
Vl
VI
N
m
a
�
O
p
a
�
m
m
m
m
'�
�
"3
w
N
•3
0
a3i
�
Y
�
y
v°'i
0
U
3N
0
1
~
9
H
c
V
o-
U m
s
Q
\
\
\'
\
N
i
0
z
o
a
3—
o\°
o\'
o\°
a°
v''i
E
t
O
c
.. N
Q
•�
l.J
~
to
❑
"'i
r
F
,(�
U Q
Q
uLD
Z
o
v"
E
EN
E
H
E
a
a
v
�
c
•
W
_
Z
Oco
H
m
m
o
�
_
Gl
^
f6
OU
>
O
o
v
to
'O
CL
v
a
v
o
W
£
z
u
r.
�'-
0�
�
W
O
�
N
N
v
�O
�
o
O
}
U
m
z
3
�
N
W
Qi
�
❑
N
Wc-1
rl
ail
ci
ei
ci
M
N
>
o
a
•,�
��
c
a
a
a
a
a
a
v
�
�
m
__
V
c
m
m
m
m
m
m
m
U
s
z
rc
•y,
U
U
U
U
U
U
U
Y
2,
J
W
N
U
U
U
U
U
U
U
T
0
V)
p
v
C
a
a
t
'SE;
C
LL=
E
E
E
E
E
E
E
E
o
t
c
N❑❑
2
2
2
2
2
2
M
G
❑'
❑

lF4
Waypoint
ANALYTICAL
02/12/2018 14:50:18
Export Batch Report
Export Batch Id : 1995EXP
To: and e an Testing. TOO-,
1350 Hone Ave.
Akron, OH 44310
330-634-9906
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
W rn+W. W aypolnta na lydca l.com
Page 1 of 1
Created, 2/12/2018 14:S0:04
Computer: RVADESK001
User: Morgan Tichacek
From: Waypoint Analytical Virginia, Inc.
7621 Whitepine Rd.
Richmond, VA 23237
804-743-9401
Report No
Sample Date
Rush
Lab No
Method No
Fee Code Description
18-043-0205
02/08/2018
11:18
58572
ASTM D93-80
Ignitability/Flashpoint (ASTM
D93-80)
18-043-0205
02/08/2018
11:18
58572
SW-7.3.3
Cyanide Reactivity
18-043-0205
02/08/2018
11:18
58572
SW-7.3.4
Sulfide Reactivity
18-043-0205
02/08/2018
11:18
58572
SW-9045C
Corrosivity (pH)
18-043-0205
02/08/2018
11:18
58573
SW-1311
TCLP Extraction Method 1311
18-043-0205
02/08/2018
11:18
58573
SW-1311 (ZHE)
TCLP Extraction Method 1311
18-043-0205
02/08/2018
11:18
58573
SW-6010C (TCLP)
TCLP Metals (8 RCRA Metals)
18-043-0205
02/08/2018
11:18
58573
SW-7470A (TCLP)
TCLP Metals (8 RCRA Metals)
18-043-0205
02/08/2018
11:18
58573
SW-8081A (TCLP)
TCLP Pesticides (Pest)
18-043-0205
02/08/2018
11:18
58573
SW-8151A (TCLP)
TCLP Herbicides (Herbs)
18-043-0205
02/08/2018
11:18
58573
SW-8260B (TCLP)
TCLP VOCs (Volatiles)
18-043-0205
02/08/2018
11:18
58573
SW-8270C (TCLP)
LCLP SVOCs(BNAs)
18-043-0206
02/08/2018
12:23
58574
ASTM D913-80
Ignitability/Flashpoint (ASTM
D93-80)
18-043-0206
02/08/2018
12:23
58574
SW-7.3.3'l
Cyanide Reactivity
18-043-0206
02/08/2018
12:23
58574
SW-7.3.4
Sulfide Reactivity
18-043-0206
02/08/2018
12:23
58574
SW-9045r
Corrosivity (pH)
18-043-0206
02/08/2018
12:23
58575
SW-1311
TCLP Extraction Method 1311
18-043-0206
02/08/2018
12:23
58575
SW-1311I (ZHE)
TCLP Extraction Method 1311
18-043-0206
02/08/2018
12:23
58575
SW-6010C (TCLP)
TCLP Metals (8 RCRA Metals)
18-043-0206
02/08/2018
12:23
58575
SW-7470A (TCLP)
TCLP Metals (8 RCRA Metals)
18-0,13-0206
02/08/2018
12:23
58575
SW-8081A (TCLP)
TCLP Pesticides (Pest)
18-043-0206
02/08/2018
12:23
58575
SW-8151A (TCLP)
TCLP Herbicides (Herbs)
18-043-0206
02/08/2018
12:23
58575
SW-8260B (TCLP)
TCLP VOCs (Volatiles)
18-043-0206
02/08/2018
12:23
58575
SW-8270C(TCLP)
TCLP SVOCs(BNAs)
Sampled By
Method of Shipment
Blank / Cooler Temp. y /
iX r ( C
Remarks
ReI wished By (sign) '
Date / Time / Q n
Received By (sign)
Date / Time
Relinquished By (sig
Date / Time
Reseiv�d y (sign)
Date /Time r
V

B
Waypoint-
ANALYTICAL
02/08/2018 14:17:20
Export Batch Report
Export Batch Id : 1987EXP
To: I American Testing Technologies
�1350 Hone Ave.
Akron, CH 44310
330-634-9906
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypoi nta n a lytica l.com
Page 1 of 1
Created: 2/8/2018 14:16:56
Computer: RVADESK001
User: Morgan Tichacek
From: Waypoint Analytical Virginia, Inc.
7621 Whitepine Rd.
Richmond, VA 23237
804-743-9401
Report No
Sample Date
Rush
Lab No
Method No
Fee Code Description
18-039-0203
02/07/2018
11:57
58513
ASTM D93-80
Ignitability/Flashpoint (ASTM
D93-80)
18-039-0203
02/07/2018
11:57
58513
SW-7.3.3
Cyanide Reactivity
18-039-0203
02/07/2018
11:57
58513
SW-7.3.4
Sulfide Reactivity
18-039-0203
02/07/2018
11:57
58513
SW-9045C
Corrosivity (pH)
18-039-0203
02/07/2018
11:57
58514
SW-1311
TCLP Extraction Method 1311
18-039-0203
02/07/2018
11:57
58514
SW-1311 (ZHE)
TCLP Extraction Method 1311
18-039-0203
02/07/2018
11:57
58514
SW-6010C (TCLP)
TCLP Metals (8 RCRA Metals)
18-039-0203
02/07/2018
11:57
58514
SW-7470A (TCLP)
TCLP Metals (8 RCRA Metals)
18-039-0203
02/07/2018
11:57
58514
SW-8081A (TCLP)
TCLP Pesticides (Pest)
18-039-0203
02/07/2018
11:57
58514
SW-8151A (TCLP)
TCLP Herbicides (Herbs)
18-039-0203
02/07/2018
11:57
58514
SW-8260B (TCLP)
TCLP 'VOCs (Volatiles)
18-039-0203
02/07/2018.11:S7
58514
SW-8270C (TCLP)
TCLP SVOCs (BNAs)
Sampled By
Method of Shipment
Blank / Cooler Temp.
t C
Remarks
Relinquished By (sign)
TimeEReceiv
(sign)
Date / Timei
Z
'
l�f�®;3t
HTime
Re mquished By (s n)
sign)
Dpte / Ti
0 i (31 t3'_c %

02/28/2018 American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Report No.: 021318-02 04
Enclosed are the results of the sample(s) submitted to our laboratory on 02/13/2018.
All analyses were performed according to our laboratory's quality assurance program.
All sample results are reported on an "as -received" wet basis unless otherwise noted. The
test results meet requirements of the NELAP standards for methods listed on the
laboratory's current fields of accreditation (EPA 8260, 8082, 8081, 8151, 8270, 6010,
6020, 1010, 9045, 7471, 1010, 1311, 150.1, 200.7, 200.8, and 245.1) except as noted.
Results apply only to the items submitted to the laboratory for analysis. Pursuant to
NELAP, this report may not be reproduced except in full, and with written approval from
the laboratory.
If you have any questions please contact the laboratory manager at 330-634-9906 or via
email at [e-mail]
nager
ATT is NELAP-accredited by the State of Florida, #E871084. Other state accreditations include: North
Carolina, #670; Pennsylvania #68-05167; West Virginia, #372.
The results relate only to the items tested. ATT shall have no liability to the client or client's customer with
respect to decisions or recommendations made, actions taken or courses of conduct implemented by either
the client or the client's customer as a result of or based upon the Test Results. In no event shall ATT's
liability with respect to the Test Results exceed the amount paid to ATT by the client therefor.
1350 Home Avenue Akron, OH 44310 Page 1 of 19
Toll Free: 877.634 9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

%W
American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58573
Laboratory ID #: 021318-02
Date of Analysis: 02/15/2018
Certificate of Analysis
Metals-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Arsenic
<1.0
mg/L
5.0
6010C
Barium
<10
mg/L
100.0
6010C
Cadmium
<0.5
mg/L
1.0
6010C
Chromium
<1.0
mg/L
5.0
6010C
Lead
<1.0
mg/L
5.0
6010C
Mercury
<0.02
mg/L
0.2
7470A
Selenium
<0.5
mg/L
1.0
6010C
Silver
<1.0
mg/L
5.0
6010C
reviewed by:
1350 Home Avenue Akron, OH 44310 Page 2 of 19
ToJI Free: 877-634-9906 Phone: [phone] Fax: [phone] Website:www.AmericanTes>tingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58573
Laboratory ID #: 021318-02
Date of Analysis: 02/16/2018
Certificate of Analysis
Volatiles-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Benzene
<0.1
mg/L
0.5
8260B
Carbon tetrachloride
<0.1
mg/L
0.5
8260B
Chlorobenzene
<0.1
mg/L
100
8260B
Chloroform
<0.1
mg/L
6.0
8260B
1,2-Dichloroethane
<0.1
mg/L
0.5
8260B
1,1-Dichloroethene
<0.1
mg/L
0.7
8260B
Methyl ethyl ketone
<2.0
mg/L
200
8260B
Tetrachloroethene
<0.1
mg/L
0.7
8260B
Trichloroethene
<0.1
mg/L
0.5
8260B
Vinyl chloride
<0.2
mg/L
0.2
8260B
1350 Home Avenue Akron, OH 44310 Page 3 of 19
Tall Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.corm

American Testing Technologies, Inc.
WayPoint Analytical
7621 Wbitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58573
Laboratory ID #: 021318-02
Date of Analysis: 02/17/2018
Certificate of Analvsis
BNA-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
1,4-Dichlorobenzene
<0.05
mg/L
7.5
8270C
24-Dinitrotoluene
<0.05
mg/L
0.13
8270C
Hexachlorobenzene
<0.05
mg/L
0.13
8270C
Hexachlorobutadiene
<0.05
mg/L
0.5
8270C
Hexachloroethane
<0.05
mg/L
3.0
8270C
Nitrobenzene
<0.05
mg/L
2.0
8270C
Pyridine
<0.05
mg/L
5.0
8270C
o-Cresol
<0.5
mg/L
200
8270C
m,p-Cresol
<0.5
mg/L
200
8270C
Pentachlorophenol
<0.5
mg/L
100
8270C
2,4,5-Trichlorophenol
<0.5
mg/L
400
8270C
2,4,6-Trichlorophenol
<0.5
mg/L
2.0
8270C
Page 4 of 19
1350 Home Avenue Akron, OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

s
American Testing Technologies, Inc.
WayPomt Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58573
Laboratory ID #: 021318-02
Date of Analysis: 02/17/2018
Certificate of Analysis
Pesticides-TCLP (EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Chlordane
<0.005
mg/L
0.03
8081B
Endrin
<0.005
mg/L
0.02
8081B
Heptachlor
<0.005
mg/L
0.008
8081B
Heptachlor epoxide
<0.005
mg/L
0.008
8081B
Lindane
<0.005
mg/L
0.4
8081B
Methoxychlor
<0.1
mg/L
10.0
8081B
Toxaphene
<0.1
mg/L
0.5
8081B
1350 Home Avenue Akron, 0H 44310 Page 5 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] WVebsite: www.AmericariTestindTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58573
Laboratory ID #: 021318-02
Date of Analysis: 02/27/2018
Certificate of Analysis
Herbicides-TCLP (EPA 1311)
Parameter
Results Units
Regulatory
Method
Limits
Number
2,4-D
<1.0 mg/L
10.0
8151A
2,4,5-TP (Silvex)
<1.0 mg/L
1.0
8151A
1350 Home Avenue Akron, OH 44310 Page 6of19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

WayPoint Analytical
7621Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 11:18
Client ID #: 58572
Laboratory ID #: 021318-02
American Testing Technologies, Inc.
Certificate of Analysis
Parameter
Results
Units
Method
Date of
Number
Analysis
Reactive Cyanides
<0.5
mg/kg
7.3.3.2
02/23/2018
Reactive Sulfides
<25
mg/kg
7.3.4.1
02/23/2018
pH (Lab)
3.29
S.U.
9045D .
02/13/2018
Flash point
>140
°F
1010A
02/16/2018
1350 Home Avenue Akron, OH 44310 Page 7 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/15/2018
Certificate of Analysis
Metals-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Arsenic
<1.0
mg/L
5.0
6010C
Barium
<10
mg/L
100.0
6010C
Cadmium
<0.5
mg/L
1.0
6010C
Chromium
<1.0
mg/L
5.0
6010C
Lead
<1.0
mg/L
5.0
6010C
Mercury
<0.02
mg/L
0.2
7470A
Selenium
<0.5
mg/L
1.0
6010C
Silver
<1.0
mg/L
5.0
6010C
1350 Home Avenue Akron, OH 44310 Page 8 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologes.com

Ing
American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/16/2018
Certificate of Analvsis
Volatiles-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Benzene
<0.1
mg/L
0.5
8260B
Carbon tetrachloride
<0.1
mg/L
0.5
8260B
Chlorobenzene
<0.1
mg/L
100
8260B
Chloroform
<0.1
mg/L
6.0
8260B
1,2-Dicbloroethane
<0.1
mg/L
0.5
8260B
1,1-Dichloroethene
<0.1
mg/L
0.7
8260B
Methyl ethyl ketone
<2.0
mg/L
200
8260B
Tetrachloroethene
<0.1
mg/L
0.7
8260B
Trichloroethene
<0.1
mg/L
0.5
8260B
Vinyl chloride
<0.2
mg/L
0.2
8260B
reviewed by:
Manager
1350 home Avenue Akron, OH 44310 Page 9 of 19
Tall Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingfechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/17/2018
Certificate of Analysis
BNA-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
1,4-Dichlorobenzene
<0.05
mg/L
7.5
8270C
2,4-Dinitrotoluene
<0.05
mg/L
0.13
8270C
Hexachlorobenzene
<0.05
mg/L
0.13
8270C
Hexachlorobutadiene
<0.05
mg/L
0.5
8270C
Hexachloroethane
<0.05
mg/L
3.0
8270C
Nitrobenzene
<0.05
mg/L
2.0
8270C
Pyridine
<0.05
mg/L
5.0
8270C
o-Cresol
<0.5
mg/L
200
8270C
m,p-Cresol
<0.5
mg/L
200
8270C
Pentachlorophenol
<0.5
mg/L
100
8270C
2,4,5-Trichlorophenol
<0.5
mg/L
400
8270C
2,4,6-Trichlorophenol
<0.5
mg/L
2.0
8270C
1350 Home Avenue Akron, OH 44310 Page 10 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone]Vebsite: wmv.AmericanTestingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/17/2018
Certificate of Analvsis
Pesticides-TCLP (EPA 1311)
Parameter Results Units Regulatory Method
Limits Number
Chlordane
<0.005
mg/L
0.03
8081B
Endrin
<0.005
mg/L
0.02
8081B
Heptachlor
<0.005
mg/L
0.008
8081B
Heptachlor epoxide
<0.005
mg/L
0.008
8081E
Lindane
<0.005
mg/L
0.4
8081B
Methoxychlor
<0.1
mg/L
10.0
8081B
Toxaphene
<0.1
mg/L
0.5
8081B
Toll Free: 877-634-9906
1350komeAvenue Akron. OH 44310 Page 11 of 19
Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/27/2018
Certificate of Analvsis
Herbicides-TCLP (EPA 1311)
Parameter
Results Units
Regulatory
Method
Limits
Number
2,4-D
<1.0 mg/L
10.0
8151A
2,4,5-TP (Silvex)
<1.0 mg/L
1.0
8151A
1350 Home Avenue Akron, OH 44310 Page 12 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58574
Laboratory ID #: 021318-03
a
WASW
American Testing Technologies, Inc.
Certificate of Analvsis
Parameter
Results
Units
Method
Number
Reactive Cyanides
<0.5
mg/kg
7.3.3.2
Reactive Sulfides
<25
mg/kg
7.3.4.1
pH (Lab)
3.68
S.U.
9045D
Flash point
>140
°F
1010A
Date of
Analvsis
02/23/2018
02/23/2018
02/13/2018
02/16/2018
Page 13 of 19
1350 Horne Avenaae Akron, 0H 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/08/2018
Time Collected: 12:23
Client ID #: 58575
Laboratory ID #: 021318-03
Date of Analysis: 02/15/2018
Certificate of Analysis
Metals-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Arsenic
<1.0
mg/L
5.0
6010C
Barium
<10
mg/L
100.0
6010C
Cadmium
<0.5
mg/L
1.0
6010C
Chromium
<1.0
mg/L
5.0
6010C
Lead
<1.0
mg/L
5.0
6010C
Mercury
<0.02
mg/L
0.2
7470A
Selenium
<0.5
mg/L
1.0
6010C
Silver
<1.0
mg/L
5.0
6010C
1350 Home Avenue Akron, OH 44310 Page 14 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericarTestin,- echnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/07/2018
Time Collected: 11:57
Client ID #: 58514
Laboratory ID #: 021318-04
Date of Analysis: 02/16/2018
Certificate of Analysis
Volatiles-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Benzene
<0.1
mg/L
0.5
8260B
Carbon tetrachloride
<0.1
mg/L
0.5
8260B
Chlorobenzene
<0.1
mg/L
100
8260B
Chloroform
<0.1
mg/L
6.0
8260B
1,2-Dichloroethane
<0.1
mg/L
0.5
8260B
1,1-Dichloroethene
<0.1
mg/L
0.7
8260B
Methyl ethyl ketone
<2.0
mg/L
200
8260B
Tetrachloroethene
<0.1
mg/L
0.7
8260B
Trichloroethene
<0.1
mg/L
0.5
8260B
Vinyl chloride
<0.2
mg/L
0.2
8260B
Page 15 of 19
1350 Home Avenue Akron. OH 44310
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: www.AmericanTestingTechnologies.com

Amerls n Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/07/2018
Time Collected: 11:57
Client ID #: 58514
Laboratory ID #: 021318-04
Date of Analysis: 02/17/2018
Certificate of Analysis
BNA-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
1,4-Dichlorobenzene
<0.05
mg/L
7.5
8270C
2,4-Dinitrotoluene
<0.05
mg/L
0.13
8270C
Hexachlorobenzene
<0.05
mg/L
0.13
8270C
Hexachlorobutadiene
<0.05
mg/L
0.5
8270C
Hexachloroethane
<0.05
mg/L
3.0
8270C
Nitrobenzene
<0.05
mg/L
2.0
8270C
Pyridine
<0.05
mg/L
5.0
8270C
o-Cresol
<0.5
mg/L
200
8270C
m,p-Cresol
<0.5
mg/L
200
8270C
Pentachlorophenol
<0.5
mg/L
100
8270C
2,4,5-Trichlorophenol
<0.5
mg/L
400
8270C
2,4,6-Trichlorophenol
<0.5
mg/L
2.0
8270C
1350 Home Avencae Akron, OH 44310 Page 16 of 19
Tall Free: 877-634-9906 Phone: [phone] Fax: [phone] Website: ww v.AmericanTestingTechnologies.com

American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/07/2018
Time Collected: 11:57
Client ID #: 58514
Laboratory ID #: 021318-04
Date of Analysis: 02/17/2018
Certiff'icate of Analysis
Pesticides-TCLP (EPA 1311)
Parameter
Results
Units
Regulatory
Method
Limits
Number
Chlordane
<0.005
mg/L
0.03
8081B
Endrin
<0.005
mg/L
0.02
8081B
Heptachlor
<0.005
mg/L
0.008
8081B
Heptacblor epoxide
<0.005
mg/L
0.008
8081B
Lmdane
<0.005
mg/L
0.4
8081B
Methoxychlor
<0.1
mg/L
10.0
8081B
Toxaphene
<0.1
mg/L
0:5
8081B
1350 Home Avenue Akron, 0H 44310 Page 17 of 19
Toll Free; 877-634-9906 Phone: [phone] Fax [phone] Website: wv✓w.AmericanTestingTechnologies.com

s
American Testing Technologies, Inc.
WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/07/2018
Time Collected: 11:57
Client ID #: 58514
Laboratory ID #: 021318-04
Date of Analysis: 02/27/2018
Certificate of Analvsis
Herbicides-TCLP (EPA 1311)
Parameter
Results Units
Regulatory
Method
Limits
Number
2,4-D
<1.0 mg/L
10.0
8151A
2,4,5-TP (Silvex)
<1.0 mg/L
1.0
8151A
reviewed by:
Manager
1350 Hame Avenue Akron,OH 44310 Page 18 of 19
Toll Free: 877-634-9906 Phone: [phone] Fax: [phone]vebsite: www.AmericanTestingTechnologies.com

WayPoint Analytical
7621 Whitepine Rd
Richmond, VA 23237
Date Received: 02/13/2018
Date Reported: 02/28/2018
Date Collected: 02/07/2018
Time Collected: 11:57
Client ID #: 58513
Laboratory ID #: 021318-04
American Testing Technologies, Inc.
Certificate of Analysis
Parameter
Results
Unfits
Method
Date of
Number
Analvsis
Reactive Cyanides
<0.5
mg/kg
7.3.3.2
02/23/2018
Reactive Sulfides
<25
mg/kg
7.3.4.1
02/23/2018
pH (Lab)
6.80
S.U.
9045D
02/13/2018
Flash point
>140
°F
1010A
02/16/2018
Toll Free: 877-634-9906
1380 Home Avenue Akron, OH 44310 Page 19of19
Phone: [phone] Fax: [phone] Website: www.ArnericarTestingTechnologies.com

Waypointo
ANALYTICAL
02/08/2018 14:17:11
Export Batch Report
Export Batch Id : 1987EXP
To: American Testing Technologies
1350 Hone Ave.
Akron, OH 44310
330-634-9906
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Page 1 of 1
Created: 2/8/2018 14:16: 56
Computer: RVADESK001
User: Morgan Tichacek
From: Waypoint Analytical Virginia, Inc.
7621 Whitepine Rd.
Richmond, VA 23237
804-743-9401
Report No
Sample Date Rush
Lab No
Method No
Fee Code Description
18-039-0203
02/07/2018 11:57
58513
ASTM D93-80
Ignitability/Flashpoint (ASTM
D93-80)
18-039-0203
02/07/2018 11:57
58513
SW-7.3.3
Cyanide Reactivity
18-039-0203
02/07/2018 11:57
58513
SW-7.3.4
Sulfide Reactivity
18-039-0203
02/07/2018 11:57
58513
SW-9045C
Corrosivity (pH)
18-039-0203
02/07/2018 11:57
58514
SW-1311
TCLP Extraction Method 1311
18-039-0203
02/07/2018 11:57
58514
SW-1311 (ZHE)
TCLP Extraction Method 1311
18-039-0203
02/07/2018 11:57
58514
SW-6010C (TCLP)
TCLP Metals (8 RCRA Metals)
18-039-0203
02/07/2018 11:57
58514
SW-7470A (TCLP)
TCLP Metals (8 RCRA Metals)
18-039-0203
02/07/2018 11:57
58514
SW-8081A (TCLP)
TCLP Pesticides (Pest)
18-039-0203
02/07/2018 11:57
58514
SW-8151A (TCLP)
TCLP Herbicides (Herbs)
18-039-0203
02/07/2018 11:57
58514
SW-8260B (TCLP)
TCLP VOCs (Volatiles)
18-039-0203
02/07/2018 11:57
58514
SW-8270C (TCLP)
TCLP SVOCs (BNAs)
Sampled By I Method of Shipment I Blank / Cooler Temp.
Remarks
Relinquished By (sign) Date / Time Received By (sign) Date / Time
Relinquished By (sign) Date / Time Received By (sign) Date / Time

M
C
O
E
T
a
U
O
V
r
C
O as
O O tp
N
O �ON
r
W TO
p
t
C
_
LL
� �
t
r
r
,c
—sue
~
� c
e
o
_
Q
w
v
t-
O
Z
r+
�
v
� U
y N
M
(0
N
N
O Q
>
Y
X
M
Q
LL
U
X
w
,n
U
O
N
F-
U
=a
X
c
aLi
O
a)
O
3
C)
X
)
z `n
U)-
J
Ln
NW
X
�
o
m
E
N
X
o
U)
o
w
c
O
c
_
J
>N
X
O
N
>
.0 ..+
N C .l
N C
T
a
o
0 I
`'
a
O
O
I I
I�
I�
v
Y�F
coo
0
p
U
N
U
U)
N U
N U
`
c
a)
m@
Jl
m 0
u) inn
T ca
N
N R
r�
4
T
C� a
C5 a
0 a
CD a
N
�
�
_ o
C
OE `
`C)
-C
(a
O
p Lq
_
d
N
z o
Qr,
3
E
F-
N
1
tJ
c
—
c
y
o
O
f0
E
U
a3
,7
0
is
C
C
Q
o
m
�1
—
a
N
N
00-
J
m
a
-0a
cu E
-E
0m E
aE
ns
�E
IT
(7 U
U
C� U
O
n`.
` T
:3
Z
.n -0
Q'o
mco
J J
�
Z
JL
T
m
(D
3
N
u
(n
J
N
�9
O
C
U
C
C
IV
C:
iu
m
LL
m
0
U
a
a
O
U
°0'
a0i
E
c
m
0
m
cci
co
m
E
E
m
�
�
C
Y
U
cn
E
Z
N
�0
O
Q
m
c
O
J
O
_
m
-
E
(
0
Z
2
E
aci
u
O
L
o
fl
C
m
m
a
o
to
0
o,
O
N
Z
a)
c'
aci
a�
m
N
o
c
Y
Z
E
U
co
t
E
�
m
�_
'
L)
E
o
o
E
Y
F,
co
N
U
U
Q
c
U)
H
=
J
n1
E
m
m
Y
N
a
U
a)
U
O
U
H
�
c
3
_
�
to
a�
V/
C
mil_
p
(D
Q
61
d
U)
a1
�
0
N
f6
o
i0-
m
CY
CV
�
p
Ul
oLO
Z

PLL
PROMPT•ACCURATE-RELIABLE
LABORATORIES, INC
W W W.PARLABS.COM
REPORT OF ANALYSES
Attn: ANDREW MLOT
CITY OF WILSON
PO BOX 10
WILSON, NC 27894-0010
PROJECT NAME: JUL 19
DATE: 08/27/19
SAMPLE NUMBER- 136439 SAMPLE ID- HOMINY CREEK A-169 SAMPLE MATRIX- SO
DATE SAMPLED- 07/09/19 TIME SAMPLED- 0754
DATE RECEIVED- 07/10/19 SAMPLER- NH RECEIVED BY- DJ
TIME RECEIVED- 0930 DELIVERED BY- FEDEX TYPE SAMPLE- Grab
Page 1 of 1
ANALYSIS
ANALYSIS METHOD DATE TIME BY RESULT UNITS
40 DAY BENCHTOP DIGESTION EPA625R 07/10/19 1315 RE 5.25
LABORATORY DIRECTOR
f
2217 Graham Park Drive • Charlotte, NC 28273
Phone: [phone] • Fax: [phone]

R.
I-AHORA7'ORKES, INC
40 Day Bench Scale Extended Aeration Test for Anearobically Digested Solids
Percent Volatile Solids Reduction
pay 0 - Start of Test
Empty Dish
24.2891
19.2a31
212200
21,9416
2230at
21 A064
B
Initial Sam Wl • EmptyDVeh W[
78.8772
29-5293
31.WaB
35.5956
339719
33.9630
c
Dried $ern 9Yt+Em Dch V.
296006
23,0230
251614
27.0018
26.5339
26.2641
D
Ashed &anad Sam a lrlt • Dish V9t
25.8819
20.9560
22 9*4
24.2253
24.2072
23,8134
L • A
U d 5 e Wt
14.5981
10.2462
10.5208
13.0540
11.60R
12-t546
$ • C-A
Dried Siud a 4Vt
5.3115
3.7399
39444
5, 0802
4.2258
4.4558
V C-D
Vdatde s(Ads WI
2.9187
2.0570
2,1650
2.T765
2.3267
2A508
F= D-A
Fored Solid. WE
2-3928
1,6729
1.7764
2.2837
1.6981
2.0050
V%. fS'100
PercenlVdetMe Solids %
54.951
55.269
54.930
54.869
55,059
65.0156
!L
Mass Fraction of Yolatila 8o4ds m L uid (Feed Sludge at Stan d Test
0.2000740
0.2017333
0.2038453
0.2033470
0.1994864
0 2017
= FfL
Mass Fraction of Fixed 9o5da Feed Slud a[ Sled o1 Teat
0.1$40241
0.1832703
0.1672567
0.1672550
0.1...
0.1649
Day 20 - Mil -Pant of Tnt (« Ch.crll
nA A tea.
Em Dish
24206 -
---19 2e48
21.220E
21.9436
22.3088
21.608
B
Initial Sam M Empty Dish M
338125
290575
32.0557
34.0211
32.7215
32.3397
C
Dried Sam Wt • Em U'sh 9y1
277443
22.6960
252144
26.4326
260949
25.6755
D
ABW Burned Sem Y4k * D®h Yet
25.8704
20.9276
230514
24.0454
2t 0470
23.5902
L • &A
uqw swgeWl
9.5217
9.8029
10.8351
12.0775
10.4127
10.5300
$ • c-A
Dried WI
3.4535
36114
3.9938
4.4992
37861
3.8668
V •IC-D)
Voletie Solids fA'1
1 A649
1,9682
2.1630
2.3874
2-0479
2.0863
F • p-A
Fixed Soli Wit
1.5886
1.6432
1.8308
2.1010
17382
1.7B05
V%. f5).too
Parcem Volatile solids %
54,
54,500
54.159
53.181
54.090
5339880
20 V% < 0
QC Check.f Ana . 1.20 de V%"s then 0 di V%7
Yee
Yee
yes
Yes
Yea
Day 40 - End o1 Test
Av
M. WI
-21.5187
227077
21.0370
19,3M
21.a72d
21268t
B
Initial Sam M I Em Dish W[
3a.0450
33,0201
32,154a
30 7490
37.2156
32.7989
c
Drted Sam yyt+Ern Drh Wr
24.6334
208304
25.0753
23.5187
27 l58a
25.5033
p
Burned Sem AWt Dkh WI
229916
24.6730
229586
213322
24.5653
23.3054
L • B-Ad
Md
S lNl
6.5263
11.1124
tt1278
11.4440
15.3438
11.5108
5 • GA
Doled S VJt
3.1147
4,1227
4,0383
4.2137
5 Sass
4.2152
V • ClJ
Volatile Soids Wt
1.6356
2.1574
2.1165
2.1865
29933
2.1979
F- (D-All
Fixed SaitdsM
1.4789
1,9653
1,9218
2.0272
2.6933
2.0173
Percent Volatiie Soids %
52.519
52.330
52-411
51 �e90
51790
52.1880
b = n
Mass Fraction or Volaele scadsm u4(Bono-)SI al Endof Test
0.191B534
0.1941435
0.1901993
O.t9f0808
0,1885672
0.1972
= FIL
Mass Fraction o}Fixed Solids in id BaBom e! End o1 Teat
0.1734516
0.1768565
0.372T028
0.17T1409
0.1755325
0.1751
40 < 0
QC Check ar Ane7 .. N 40 d. V%lesa then 0 de V%1
Yee
Yee
Yee
Yes
Yee
VSR Smb) = See Belay Fractional Volatile Solids Reduction (Mass Balance Method) 3.93% 2.84% 7.90% 6 40% 5.20%
Average FVSR (mb) of all vaild replicate results 5.25%
Is Average FVSR (mb) less than or equal to 17%? YES - Sample Passes Requirement
'Calculation: FVSR (mb) _
y = mass fraction of volatile solids in the liquid sludge
x = mass fraction of fixed solids in the liquid sludge
f = indicates feed sludge at start of the test
to = indicates "bottoms" sludge at and of the test
fy(fl " (1 - x(b))l - [y(b) ` ('E-x{f})l
Ly(i ` ('I-x(b)-y(b))l
P.O. 9oa 4114.1. (:h dl . NC M1-1-14e3
Ph- (7n4) W-9333. F.. (704) 5e&033.1
�f618f�

CHAIN OF CUSTODY
F A- RREI_iABLE
Phone [phone]
Fax [phone]
LABORATORIES, INC
Shipping:
Mailing:
2217 Graham Park Drive
PO Box 411483
Chartotte, NC 28273
Chartotte, NC 28241-1483
It is essential that all information be recorded on this Chain of Custody document for acceptance by PAR Laboratories, Inc- and the North
Caroiina Depamnent of Environmental and
Natural Resources.
Company Na (billing)
Comments/ Special Instructions
Address
Lo
City, state zip code
jau ,(1 c,2
-7b43
0 0 ,
r
Point Con & ct Teiephone Number
sy
Sample
Taken By: SIGNATURE
� PRINTED NAME �
ARE SAMPLES FOR STATE or
fl
PA REPORTING YES NO
'Sample Type: oW
ww_ GWMW HW Soli other
° C Sample Temp upon receipt: ° C
Sample Temp at time of sTaiMe
*"Field Preserved: Yes
LinerlZero Headspace: Yes No _ n/a
_Teflon
Residual Chlorine checkeof sampling (YIN): Dechlodnation Necessary (Y/N):
Bent Sample I.D.
Sample Location I Number)
Comp
Grab
Preserv.
Set Up
Date rime
Cofte ion
Data(rme
iyseb
RequesW
`
�10
' C=Composite G=Grab DW=Drinking Water WW=Wastewater GWMW=Groundwater Monitoring Wel HW=Hazardous Waste
0

APPENDIX 9
2019 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Perdue WWTP
Field Loading Calculations
Analytical

DWR
Division of Water ResoUKes
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: -
2. Facility permit holder is: Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: ® Div. of Water Resources, Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: K Mizzell
Complete mailing address: 1539 Governors Rd
City: Lewiston Woodville State: NC Zip: 27849-
Telephone number: [phone] E-mail address: Timothy.Mizelle(a&Perdue.com
4. Facility physical address: 3539 Governors R�
City: Lewiston Woodville State: ` Zip: 27849-
Coordinates: Latitude: 36' 8' 33.11" Longitude: 77° 13' 3.07"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement:
5. Purpose of the facility:
[] treatment of municipal wastewater, treatment of 100% domestic wastewater,
Ej treatment of potable water, treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes No
7. Facility permitted/design flow: 0 MGD and facility average daily flow: 2.36 MGD
8. Average amount of residuals being generated at this facility = dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Aeration 14 Md
Type and volume of residuals storage (i.e., outside of residuals treatment units): 46 MG Anaerobic
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 11-13 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: 41eritech, Inc. and Date of analysis:
Passed corrosivity test: yes no. pH: 6.9 s_u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: � OF (> 140°F)
Passed reactivity test: Oyes Ono. HCN: _ mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(mg/1)
TCLP Parameter
Limit
(Mg/1)
Result
(Mg/1)
Arsenic
5.0
<0.100
Hexachlorobenzene
0.13
<0.100
Barium
100.0
<0.050
Hexachloro-1,3-Butadiene
0.5
<0.100
Benzene
0.5
<0.0100
Hexachloroethane
3.0
<0.100
Cadmium
1.0
<0.020
Lead
5.0
<0.100
Carbon Tetrachloride
0.5
<0.0100
Lindane
0.4
<0.040
Chlordane
0.03
<0.003
Mercury
0.2
<0.02
Chlorobenzene
100.0
<0.0100
Methoxychlor
10.0
<1.000
Chloroform
6.0
<0.0100
Methyl Ethyl Ketone
200.0
<0.100
Chromium
5.0
<0.050
Nitrobenzene
2.0
<0.100
m-Cresol
200.0
<0.200
Pentachlorophenol
100.0
<0.500
o-Cresol
200.0
<0.100
Pyridine
5.0
<0.100
p-Cresol
200.0
<0.200
Selenium
1.0
<0.100
Cresol
200.0
<0.300
Silver
5.0
<0.050
2,4-D
10.0
<1.000
Tetrachloroethylene
0.7
<0.0100
1,4-Dichlorobenzene
7.5
<0.100
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.0100
Trichloroethylene
0.5
<0.0100
1,1-Dichloroethylene
0.7
<0.0100
2,4,5-Trichlorophenol
400.0
<0.100
2,4-Dinitrotoluene
0.13
<0.100
2,4,6-Trichlorophenol
2.0
<0.100
Endrin
0.02
<0.002
2,4,5-TP (Silvex)
1.0
<0.100
Heptachlor and its Hydroxide
0.008
<0.0008
Vinyl Chloride
0.2
<0.0200

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: eritech and Date of analysis: _
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
<1.13
Cadmium
85
39
0.633
Copper
4,300
1,500
240
Lead
840
300
<1.13
Mercury
57
17
<0.023
Molybdenum
75
n/a
7.26
Nickel
420
420
13.9
Selenium
100
100
4.67
Zinc
7,500
2,800
596
b. For Surface Disposal Unit (landrill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis: _
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
I > 0 but < 25
30
200
210
Ej > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
j > 100 but < 125
53
360
390
El > 125
62
450
420
Result (mg/kg)

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: a %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Meritech, Inc. and Date of analysis: _
Parameter
Result
(mg1kP)
Aluminum
54,200
Ammonia -Nitrogen
8,340
Calcium
26,800
Magnesium
3,360
Nitrate -Nitrite Nitrogen
<227
pH (Standard Unit)
6.7
Phosphorus
49,000
Potassium
10,800
Sodium
14,100
Total Kjeldahl Nitrogen
51,500
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 152
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: %. This
rate is a (check one): M default value, or 0 actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, ex lain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: ii
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (111) Year PAN
Five -Year
Maximum Adjusted PAN
(m91k9)
(mg/kg)
Surface
17,345
26,137
Injection/Incorporation
21,515
29,234
6. Other Pollutants Determination: SpecifX whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑I Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106 (3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, 4 heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
Alternative 2 [15A NCAC 02T.I 106(c)(2 - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, air drying, ❑ anaerobic digestion,
❑ composting, or I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item Il. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T. 1 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
0 Alternative 8 [15A NCAC 02T. 1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T. 1 107(b)(2)].
Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.

FIELD LOADING ESTIMATES
Facility Perdue Farms - Lewiston
Sampling Date 7/11/2019
% Solids 4.41
Mineralization Rate 0.30
Gallons per DT 5,437.83
pH 6.7
Sodium Absorpotion 4.52 <5.0 Safe 5.0 - 10.0 Careful Management >15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 51,500 lbs./1,000 gal 18.94
Ammonia Nitrogen (mg/Kg) 8,340.00 lbs./1,000 gal 3.07
Nitrate -Nitrite (mg/Kg) 227.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 17,345 lbs./1,000 gal 6.38
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 21,515 lbs./1,000 gal 7.91
Volatization Rate= 0.5 Surface Application
1.0 Injection/Incorporation
EPA METAL LIMITS
Class A Ceiling
Class B Ceiling
Limits (mg/Kg)
Limits (mg/Kg)
41
75
39
85
1,500
4,300
300
840
17
57
420
420
100
100
2,800
7,500
1 st Year
2nd Year
3rd Year
4th Year
5th Year
HEAVY METAL CONCENTRATION
NUTRIENT APPLICATION
Potassium lbs./1,000 gal 3.97
Phosphorus lbs./1,000 gal 18.02
Calcium lbs./1,000 gal 9.86
Magnesium lbs./1,000 gal 1.24
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
1.13
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
0.63
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
240.00
Copper lbs./1,000 gal
0.09
Lead (mg/Kg)
1.13
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.02
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
13.90
Nickel lbs./1,000 gal
0.01
Selenium (mg/Kg)
4.67
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
596.00
Zinc lbs./1,000 gal
0.22
RESIDUAL NITROGEN CALCULATION
Surface Application
Injection/Incorporation Application
Remaining
Remaining
Organic
Organic
PAN
PAN
Nitrogen
PAN PAN
Nitrogen
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
TKN
(mg/kg) (lbs/DT)
(mg/Kg)
51,500
17,345
34.69
34,155
51,500
21,515 43.03
29,985
34,155
5,123
10.25
29,032
29,985
4,498 9.00
25,487
29,032
2,177
4.35
26,854
25,487
1,912 3.82
23,576
26,854
1,007
2.01
25,847
23,576
884 1.77
22,692
25,847
485
0.97
25,363
22,692
425 0.85
22,266
Equations
I st Yr. PAN (mg/Kg)=(MR x (TKN-NH3))+(VR x NH3)+NOx
2nd Yr PAN (mg/Kg)= 2nd Yr. TKN x (MR/2)
3rd Yr PAN (mg/Kg)= 3rd Yr. TKN x (MR/4)
4th Yr PAN (mg/Kg)= 4th Yr. TKN x (MR/8)
5th Yr PAN (mg/Kg)= 5th Yr. TKN x (MR/16)
Total 26,137 52.27
Total 29,234 58.47

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Date
Report Date:
Project:
Sample Rcvd:
7/24/2019
Perdue Q3
7/11/2019
Meritech Work Order # 071119128
Sample:
PD071119 Grab
7/11/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
4,41
%
7/12/19
0-100
%
SM 2540B
Ammonia, Nitrogen
8,340
mg/kg
7/16/19
10
mg/kg
EPA 350A
TKN
51,500
mg/kg
7/15/19
20
mg/kg
EPA 351A
Nitrate/Nitrite, Nitrogen
<227
mg/kg
7/17/19
227
mg/kg
EPA 353.2
Aluminum, total
54,200
mg/kg
7/23/19
2,50
mg/kg
EPA 200.7
Arsenic, total
<1.13
mg/Icg
7/17/19
1.13
mg/kg
EPA 2003
Cadmium, total
0.633
mg/kg
7/17/19
0.20
mg/kg
EPA 2003
Calcium, total
26,800
mg/kg
7/17/19
10.0
mg/kg
EPA 200.7
Copper, total
240
mg/Icg
7/17/19
1.00
mg/kg
EPA 2003
Lead, total
<1.13
mg/kg
7/17/19
1.13
mg/kg
EPA 2003
Magnesium, total
3,360
mg/kg
7/17/19
10.0
mg/kg
EPA 2003
Mercury, total
<0.023
mg/lcg
7/16/19
0.023
mg/kg
EPA 245.1
Molybdenum, total
7.26
mg/kg
7/17/19
0.500
mg/kg
EPA 2003
Nickel, total
13.9
mg/kg
7/17/19
2.0
mg/kg
EPA 2003
Phosphorus, total
49,000
mg/kg
7/23/19
2.00
mg/kg
EPA 2003
Potassium, total
10,800
mg/kg
7/17/19
20.0
mg/kg
EPA 200.7
Selenium, total
4.67
mg/kg
7/17/19
0.50
mg/kg
EPA 2003
Sodium, total
14,100
mg/kg
7/17/19
20.0
mg/kg
EPA 2003
Zinc, total
596
mg/kg
7/17/19
0.500
mg/kg
EPA 2003
PH
6.7
S.U.
7/12/19
1.0 - 14.0
S.U.
SM 4500-HB
1 hereby certify that I have reviewed and approve these data � � (,�" ,�
L- dboratoryRepresentative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

d
�
O
p.
U
M M 4 m
O) LON E o
1)
co
OMO CD'C3 j X.
U
Q z
NUD
Y
fir.
Cl)
xk N'
L-
U
a
q
o X m 'o
O m
z d LL w a` L:
Rf
E
Mow
�
4
n.
E
Z
Q
N
N
v
3 IE
O
io
w
,m
N
Zo
MMMMN
� N
W
c
c
o
Z
m
Y
N
x0
?
'O C)
�- CO
a)
O
E
Z
m
O 3
q
d OX
E
U) G 2
�°
o a
M
H
ri O
Y
u
Y
hhh
IMMMM v
#i
MW v
a�
MU
m0
°c as
U
o
m
z
U Q Q
o
Y
C!
m
—
O O
EO
W
O\
N �Ni O
N
E
a
O
ZO
F m N U
y
m N
`o
U
m m ..c
T u u
dD
w
E
j
w
E
v
d� MW
N
v
a
Q
W E
;�
o 'm
oMM
z
a,
o
E
�
-
a
0
��//
1.1.
u
W> W 41
o
(co
D
°'
D
xx
a
.0
N h
-
V
o
c
U
O
X
3
(U
h
a
t
_u
fa
A4
N
❑
r`f
LJ'.

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Report Date: 2/12/2019
Project: Perdue 1st Quarter
Date Sample Rcvd: 1/24/2019
Meritech Work Order # 01241979 Sample: P012419 Grab 1/24/2019
1311- TCLP Metals
Parameter Results Analysis Date Det. Limit Reg. Limit Method
Arsenic <0.100 mg/L 1/31/2019 0.100 5.0 EPA 200.7
Barium <0.050 mg/L 1/31/2019 0.050 100.0 EPA 2003
Cadmium <0.020 mg/L 1/31/2019 0.020 1.0 EPA 2003
Chromium <0.050 mg/L 1/31/2019 0.050 5.0 EPA 200.7
Lead <0.100 mg/L 1/31/2019 0.100 5.0 EPA 200.7
Mercury <0.02 mg/L 1/31/2019 0.02 0.2 EPA 245.1
Selenium <0.100 mg/L 1/31/2019 0.100 1.0 EPA 200.7
Silver <0.050 mg/L 1/31/2019 0.050 5.0 EPA 2003
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 2/4/2019 8260
Semi Vol. 8270 Attached 2/8/2019 8270
Other Tests
Parameter Results Analvsis Date Reporting Limit Method
%Total Solids
4.05
%
1/31/2019
0-100
%
SM 2540B
Cyanide, total
<0.500
mg/lcg
2/5/2019
0.500
mg/kg
EPA 335.4
Sulfide
4.33
mg/kg
1/29/2019
10.0
mg/kg
SW 846 9038
Ignitability
>140
°F
2/1/2019
EPA 1030
Corrositivity (pH)
6.9
S.U.
1/31/2019
1.0 - 14.0
S.U.
SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
te1.[phone] fax.[phone]

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 2
Report Date: 2/12/2019
Project: Perdue 1st Quarter
Date Sample Rcvd: 1/24/2019
Meritech Work Order # 01241979 Sample: P012419 Grab 1/24/2019
1311 - TCLP Pesticides & Herbicides
Pesticide - SW-846 8O81A
Parameter
Endrin
Chlordane
Toxaphene
Methoxychlor
Heptachlor
Lindane
Herbicides - SW-846 8151A
Parameter
2,4-D
2,4,5-TP [Silvex)
Results Anal�is Date Det. Limit Re�Limit Dilution Factor
Attached
Attached
Attached
Attached
Attached
Attached
Results
Attached
Attached
Analysis Date Det. Limit Reg. Limit Dilution Factor
1 hereby certify that I have reviewed and approve these data. �Lti
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

MERITECH, INC.
Environmental Laboratories
Laboratory Certificate #165
Client:
Project:
Client Sample ID:
Sample Collection:
vleritech Sample ID:
Volatiles: SW-846 8260
Analysis: 02/04/19
Analyst: V W V
Parameter
Soil Plus
Perdue 1st Quarter
P0124198
O1/24/19
01241979
1311 - TCLP Organics
Extraction: 01 /28/ 19
Report Date: 02/05/19
Result Units Det. Limit Ree. Limit DiluUoo Factor
Benzene
<0.0100
mg/L
0.0100
0.50
10
CarbonTetrachloride
<0,0100
mg/L
0.0100
0,50
- 10
Chlorobenzene
< 0,0100
mg/L
0,0100
100
10
Chloroform
<0.0100
mg/L
0,0100
6.0
10
1,2-Dichloroethane
<0,0100
mg/L
0,0100
0,50
10
1,I-Dichloroethene
< 0,0100
mg/L
0,0100
0.70
10
Methyl Ethyl Ketone
<0,100
mg/L
0,100
200
10
Tetrachlmnethylene
<0,0100
mg/L
0,0100
0,70
10
Trichloroethene
< 0,0100
mg/L
0,0100
0,50
10
Vinyl Chloride
<0,0200
mg/L
0,020
0.20
10
Semi-Volatiles: SW-8468270
Analysis: 02/08/19 Extraction: Ol/28/19
Analyst: PM Report Date: 02/II/19
Parameter Result Units Det. Limit Reg. Limit Dilution Factor
1,4-Dichlorobenzene <0.100 mg/L 0,100 7.5 10
Hexachlorobenzene <0.100 mg/L 0,100 0.13 10
Hexachloro-1,3-butadiene <0.100 mg/L 0,100 0.5 10
Hexachloroethane <0.100 mg/L 0,100 3,00 10
o-cresol <0.100 mg/L 0,100 200 10
m&p-cresol <0.200 mg/L 0,200 200 10
Total cresols <0.300 mg/L 0,300 200 10
Nitrobenzene <0.100 mg/L 0,100 2,00 10
Pentachlorophenol <0.500 mg/L 0,500 100 10
Pyridine <0.100 mg/L 0.100 5.0 10
2,4,5-Trichlorophenol <0.100 mg/L 0,100 400 10
2,4,6-Trichlorophenol <0.100 mg/L 0,100 2.00 10
2,4-Dinitrotoluene <0.100 mg/L 0,100 0,13 10
I hereby certify that I have reviewed and approve these data.
Laboratory Representative
642 Tamco Road *Reidsville, NC 27320
[phone] *[e-mail]

LAbORATORIESP INC.
nalytical/Process consultations
EPA HW Quantitnton
Number Contaminant Llrait(mt:/L)
1. TCLP PESTICIDES/HERBIC►DES
D-020
Chlordane
D-016
2,4-13
D-012
lindrin
D-031
Heptachlor
D-013
Lindane
D-014
Methoxychlor
D-015
Toxaphene
D-017
2,4,5-TP(Silvex)
Sample Number
Sample Date
Sample Time (hrs)
.Sample Mat ix
Date Analyzed
2A J
12esnits Characteristic
m r/L Levei(me/L) EPA Method
Anal st
0.003
l3QL
0.030
3081
MG
1,000
13QL
10.0
8151
MG
0.002
BQL
0.020
8081
MG
0.0008
BQL
U08
8081
MG
0.040
BQL
0,400
8081
MG
1.000
BQL
10.0
8081
MG
0.05
13QL
U00
8081
MG
0.100
BQL
1,00
8151
MG
620)t7.04
01124/19
Sludge
02106-02/07/19
mEJl:g=>iiiilligrams per kilogrnm=puns per million (Ppm) HQL = Hclow Qumitilnfiaii Limitti

_
_
E
n' M1•
'o
e
Y Y
O
c
a)fi
o
=
o
w e
-
..
z
a
mE
��
�..-�
.2
=
E
E�,
a
N
F
m
F
F
k
QC1
0
J
O}
v
_
O
4a
m
O
Y
O
Lo
W
.°.
co
LJ
O
=
B
Y
..
W
N
X
E
o
(D
0
(°
E
LO
a
N
••
a)-
O)
m
o
I
_
w
v
it
O
�
d
X
•O
��
E
w
Z
a
O
Y
Oco
a
Y
`w
V)
m
2
(D
L
%Wamm�
_
-
s
T _
o
V)
N
'
c
O
C.
�
^
C
K
O
=
c
W
rn
c
N
O
a
o
a
Z
cn
-°
-
U
X
'O
'O
~
O
m
E
-
-
-
�-
m
O
3
E
°'
o
�
Y
3 =
ti
a
O
2
( n
v
O
Y
V
Y
..
m
C
w
Y
v
w
o O
CJ
Q
Q
a
V
c
°
..
..
E
..
E
v
E
N
N
p
F
i-
VI
�
w
V
W ^
V
�-
✓6 \
y
NIF
Y
E
N 0
6
O
c
O
r
Z
g
tO,
� Q m
�
O
U
m V)
M
O
E
O
ca w u
a
m
d �
.Q
o
f
V a
v
W i
o
o
°
z
o
W O
CA
N
`�
N N
ISN_
Z
a
O
ix C) •N
O
N N
d
n W
�'
0
_ N E —F—
FL d
N
u
W
It
Z Z
W m w
v
i
O
Q
O
y N
O
•w
O
Ow
-
0
u
w
oi
rn
w
O c
>
Z
O
N
X
/
O
a
o
s
LL
a
c
O
01I,,pIII
=
Irk
N
��

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 1
Contact: Drew Matthews
Report Date:
7/23/2019
Client: Soil
Plus
P.O.
Box 1396
Project:
Perdue Q3
Oxford,
NC 27565
Date
Sample Rcvd:
7/11/2019
Meritech Work
Order #
071119120
Sample:
PD071119 (001)
Grab
7/11/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
% Total Solids
4.28
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,488
col/g dry wt
7/10/19
208
col/g dry wt
SM 9222D
Meritech Work
Order #
071119121
Sample:
PD071119 (002)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
%Total Solids
4.34
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,047
col/gdry wt
7/10/19
208
col/gdry wt
SM 9222D
Meritech Work
Order #
071119122
Sample:
PD071119 (003)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
% Total Solids
4.30
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
846
col/g dry wt
7/10/19
208
col/g dry wt
SM 9222D
Meritech Work
Order #
071119123
Sample:
PD071119 (004)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
%Total Solids
4.39
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,450
col/g dry wt
7/10/19
208
col/gdrywt
SM 9222D
Meritech Work
Order #
071119124
Sample:
PD071119 (005)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
% Total Solids
4.35
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,045
col/g dry wt
7/10/19
208
col/g dry wt
SM 9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3:
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Page 2
Contact: Drew Matthews
Report Date:
7/23/2019
Client: Soil
Plus
P.O.
Box 1396
Project:
Perdue Q3
Oxford, NC 27565
Date
Sample Rcvd:
7/11/2019
Meritech Work
Order # 071119125
Sample:
PD071119 (006)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
% Total Solids
4.29
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,059
col/g dry wt
7/10/19
208
col/g dry wt
SM 9222D
Meritech Work
Order # 071119126
Sample:
PD071119 (007)
Grab
7/10/19
Parameters
Results
Analysis Date
Reporting
Limit
Method
% Total Solids
4.30
%
7/12/19
0-100
%
SM 2540B
Fecal Coliform
(Sludge)
1,057
col/g drywt
7/10/19
208
col/g dry wt
SM 9222D
hereby certify that /have reviewed and approve these data. � �%�(' �_J
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] Fax.[phone]

E
'T7
O k
O
n O
#
_
10
au
m
w
E o �
o
Y'
-0
`\
01 f6
F�
E
pp
~
h
o 1 �
O
Q c
M
r�
N
c Y
07
Ln
M00
o
o
o
a
Y
000
aNi
x,
LO
en
to
..
C j
O
N
•�
E
Z a
LL
w
w
a`
M1,
cr
w
X
N
tll
N
N
N
N
6
LL
W
�
��
N
O
O
o
U)
(u
F
v
V)
wa
O
yb
O
O
O
O
O
m
L1
tV
3
..�
o
r
r
h
LO
j, p
4mJ
~
o
o
o
r
o
\
cCL
O
LO
Y E
E
E
E
E
E
E
v
N
- W Y
,.......
�-
o
o
O
o
Z
w
o
U
UUj
U
y
x
'0
-
m
O
3 Y E
ii
LL
uL
1�
ti
LL
W
—
O
x
3 =
E
0
o-
O
c =
c
U
Z
v
O U F
Y
w
v
o
O
U
CD
C7
0
U
I
I
I
E
K'O
C�
HtF>
cI`
f
cf
a
a
v
Q�
O�
O�
°�
O�
O�
O�
•
a
�y
U
W
N V
O
O
V
l�•
ui`
ai�
ai
�N11
��y
Y
N
N
N
O
p
��
O
OC E
W
v�i
O 7$
u
N
O
T m m U
txo
v
E
w
u
i o x v
T�!
(� a V
a
LL= @,
0
z
1
w
`n
W
(D
t�
U
o
v
O
N W
W o w -�—
V
a
_N
o
UI
u
z
E
Sz
W
O
N
0
Q
v
h
V
�O,
E
O
O
O
O
O�D
O
_w
_=
_
C
O
O
O
O
0
3
0
u
O
O
rn
rn
rn
rn
o,
rn�
x
v
y
O E
a
v
9
s
Y.

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Report Date:
Project:
Date Sample Rcvd:
8/15/2019
Perdue Q3
7/11/2019
Vector Attraction Reduction /Aerobically Digested Sludge (3Q Day. Test)
Meritech Worlc Order # 071119127
Week 1
Week 2
Week 3
Week4
Week 5
Total Solids
1.33
1.29
1.30
1.39
1.45
Sample: PD071119 Grab
Volatile Solids
0.760
0.770
0.760
0.810
0.820
7/11/19
%Volatile Solids
0.573
0.600
0.580
0.585
0.566
Mass Balance Equation = 1.26%Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
/here by certify that t have reviewed and approve these data.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

T
Y
o
d
=
O 0
a u
..
E�
E�
E
E
wa
o
N
'C
=
o_
000
O�
o
o
Q
a3
C,
W
0
O
O
Q
=
•
+�
E
Z
c
ux.•.
Y
v
^c
v� u
o
=
NW
arm
Cd
O
:3LO
v
jO
N
w
`/
.✓
ce)
V
T
m
a
Z
a
a
N
X
@
o
-o
o
v
o
-
-
-
m
O
e
=
3 =
o
a
p
o
ri
Omo
# U
Z
v
U
Q
Q
a
U
o
Z
E
E
N
n
c
uj
u
i=
r
F
N
w
O
_
a
}
cr'
E
c
U
N
V
a
o
p N 0
N
a
ok m
N^
o
V
m m s
40
aj
E
m
u
o x a"i 11
>
>
Q
cr
v
o
L� F E
E
_
o
ui
C
z
v
0
lima
zo
D
V
> o u w •i
#
Y
O
C W
VJ
a
C
G N .>
v
\
E
_
V
c
2
m
O
=
v
�I
U
v-
O
Ao.
pajj
O
O
a
v
L
61V
N

APPENDIX 10
2018 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Land Application Site Certification Attachment
LAS CA

e
� °
°
a
z
�
a
y
`Cd
o
U
PQ
L
y
b
w
w
w
b
w
C
O
tz
:�+
•M�y
1
1
MMY
MMom"
z
z
w
w
y�
uJ U
z
z
z
z
x
x
x
x
H
PC
a
rz
'z
'z
a
�U
d
r
U
C
C o
•� z
C
J)�����
'O
N
(-A
N
N
La
3
71
7�
71
n
n
n
cn
)
c
M
UN
z
N
z
N
z
0
z
N
z
N
z
N
z
N
z
°
a
O
U
b
0
UO
v)
on
v)
A
A
A
A
d
d
d
d
C
0
O
O �
CO
0q0
0q0
0q0
0q0
00
0
A
A
A
A
A
AW
A
q0
A
cA
a
d
z
z
z
z
z
z
z
z
00
Nil
I
O
O
ONow
O
a
N
N
N
id
ill
m
m
�o
^O
006 0
loom
_
vi
On
kn
O)
Q\
kn
loom01
°
a
o
0
v�
0
0loom
M
M
M
M
A
1
v1
ca
a

APPENDIX 11
2018 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Eddie Brown (EB)
County Manager Notification
Land Owner Agreement
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

County Manager Notification

SOIL PLUS
October 31, 2019
Tommy Bowen, Chairman
Martin County Board of Commissioners
PO Box 668
Williamston, NC 27892
Reference: COUNTY BOARD NOTIFICATION ATTACHMENT
Granville Farms, Inc. "Class B" Program
Soil Plus Project No. 200705.D10
Mr. Bowen:
Soil Plus, LLC (Soil Plus) is submitting these completed forms and maps as part of a
permit application to the North Carolina Department of Environmental Quality— Division
of Water Resources (DWR) on behalf of Granville Farms, Inc. These attachments are part
of a larger application to modify their existing permit through DWR. This is a routine
process that is frequently preformed by Soil Plus across North Carolina for various permit
holders/land appliers. We understand that those individuals who do not use these forms
on a daily basis have a difficult time understanding the information which is provided. If
you or anyone in your county has questions about this application or Land Application of
Residual Biosolids in general please do not hesitate to call us at [phone] or send us
an email at dmatthewsnsoilplus.net. Please also feel free to visit our website
(www.soilplus.net) for more information about our programs.
Respectfully,
Drew Matthews
PO Box 1396
Oxford, NC 27565
[phone]
dmatthews @s oilplus. net
www.soilplus.net

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
Date: 10/31/2019
To: Name of Chairman to the Board of County Commissioners: Tommy Bowen
Complete mailing address: PO Box 668
City: Williamston State: NC Zip: 27892-
County where land application sites are located: Martin
From: Applicant's name: (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: lason Smith
Complete mailing address: PO Box I A
City: _ State: Zip: 27565-
Telephone number: [phone] E-mail address: lsmithggranvillefarmsinc.com
Subject: Notification of residual land application site proposal
This is to notify you that the Applicant listed above will be submitting an application to the Division of Water
Resources for the land application of residual solids to site(s) located in your county. During this review, the Division
will ensure that all federal and state regulations are enforced. Attached to this form is information regarding residuals -
generating sources and locations of the proposed land application sites. Please forward this letter and its associated
attachments to the appropriate Department within your County (i.e., Health or Environmental Health Department and
Planning Department) if applicable.
More information of the land application sites included in this application will be available at the following
Division of Water Resources Regional Office:
Name of appropriate regional office: Raleigh Regional Office
Complete mailing address: T=arrett Drive
City: Raleigh State: NC Zip:
Telephone number: M) 7�91-4200
Expected date of application submission: -
Should you desire to comment on this application, please do so no later than 30 calendar days following the
expected application submission date. If you have any questions or comments about this notification, or if you would like
more information, please contact the appropriate regional office at the telephone number provided above. Thank you in
advance for your attention to this matter.
Enclosures: Source Facility Summary
Land Application Site Summary
Maps
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] \ Internet: htto://i)ortal.ncdenr.ora/web/wo
An Equal Opportunity \ Affirmative Action Employer- Made in part with recycled paper FORM: CBN 1 1-13

e
� °
°
a
z
�
a
y
`Cd
o
U
PQ
L
y
b
w
w
w
b
w
C
O
tz
:�+
•M�y
1
1
MMY
MMom"
z
z
w
w
y�
uJ U
z
z
z
z
x
x
x
x
H
PC
a
rz
'z
'z
a
�U
d
r
U
C
C o
•� z
C
J)�����
'O
N
(-A
N
N
La
3
71
7�
71
n
n
n
cn
)
c
M
UN
z
N
z
N
z
0
z
N
z
N
z
N
z
N
z
°
a
O
U
b
0
UO
v)
on
v)
A
A
A
A
d
d
d
d
C
0
O
O �
CO
0q0
0q0
0q0
0q0
00
0
A
A
A
A
A
AW
A
q0
A
cA
a
d
z
z
z
z
z
z
z
z
00
Nil
I
O
O
ONow
O
a
N
N
N
id
ill
m
m
�o
^O
006 0
loom
_
vi
On
kn
O)
Q\
kn
loom01
°
a
o
0
v�
0
0loom
M
M
M
M
A
1
v1
ca
a

N
E
s
Tar River( arboro)
Legend
— Road
Stream
❑ County Boundary
❑ Field Boundary
❑ Municipal Boundary
❑ Water Supply Watershed
SITE EB
a
1 0.5 0 1
Miles
Scale: 1 inch = 1 mile TT LOCATION MAP Figure
Drawn by: DM SOIL. PLUS Granville Farms Inc. Class B Land App
Reviewed by: Oak City, North Carolina 1
Date: October'19 Soil Plus Project # 200705.D10

a.
C
0
d
�
•N
M
M
ri
Ci
Cl!
N
O
m
M
In
m
M
M
m
M
M
In
M
M
M
M
M
m
M
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
d .S
C
rUw e
o
0
0
0
0
0
Qi
CQ
�Q
-119
-a
-a
-C�
C C ti+'
id
of
c�
c•�
ed
iC
7d
"C�
cC
a
id
cC
..p.
O C. L O
C
C
P
Q
Q
*
�
sE py +c+
w Q x
to
to
to
to
on
to
o
o
0
0
0
0
0
C W O
T
T N
T
N
4W
T
N
0
(�
N
CQ
N
W
T
T
T
T
T
.��+
T
Las
78
a
"a
' c�
a
' c;
' c�
a
a
a
c'�
� rA a;
L' 7 �+ L
❑
Q
�
C
C
❑ �
cC
C
Q
�
cC
O
C
.D
cd
�
cd
�
ed
�
cd
?
G
7
C
O
O
t7
ate+
7
q
7
Q
'�
q
C
C
C
C
Q
'�
q
C
Q
aC
7
G
/-•
/y w
C/]
Cn
Vi
Vi
Vi
U]
N
Y
bDw o L,
L y W •L
¢°'
ld
co
wz�
U
o
7 L
E Fa
O
kn
O
O
O
O
O
C
�
In
tn
O
O
O
O
O
O
O
O
O
'k
N
00
m
N
00
O
00
M
.-,
�-.
�-.
N
�-.
.-.
N
.-.
�-.
.-�
cn
CO L L
A
•--�
.�-i
Qr
L�
co
",
Vi
Vl
N
V1
y
y
y
y
yy
VJ
V1
y
VI
VI
h
N
V]
V1
N
Vi
f/
Vi
V]
S
00 00
OC. N
�n
O
N
ID
O
N
:t
to
m
m
m
t�
oo
�D
'O
O
n
In
N
�o
�
N
Ul
00
t-
01
_m
O
y
O O
O O
O
O
�D
O
oo
O
ON
M
O
�o
oo
00
O
Cll
m
CD
O
N
t-
00
N
O
�o
CD
N
�c
ON
m
M_
O
Y1
N
�o
M
�o
�D
D
t-
E
O N
N
N
N
N
N
N
N
M
M
M
"It
""I
It
d'
W)
h
W)
W)
cn
v1
h
7
O Cl
O O
O
O
O
Cl
O
O
O
O
O
O
O
O
O
Cl
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
p" Z
U U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
z z
z
z
z'
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
•i.w
OU
N
U
fV
Y
v
3
3
as
3
3
3
3
3
3
3
3
3
v
3
W
W
oAl
'>
$
E~
3
W
3
E m
o
3
x
�$
Q
tea,
�z
E
0
3
a>
Y
rx
a, U
U
U
cn
a
cd
o
o
>
3
o
p v
ccF
cd
°
•�
cd
cd
v C
ar
's
o
o
O
'T'
o
p
N
�••
m
;; o
.0
G
C
Z c
.�
o
U
4,
o
`�
o
°
U
P.
Q
U
U
°w3
U
U
U
U
p
as
aWi
.UC
4.
yo
L'
A
o
w
°
S
y
o
c�
}'
o
�
o
z
0
z
w
z
z
z
f.
O
U
❑
U
y
z
z
c�
N
z
c�
09
N
Cd
T
M
0
0

It
N
C%
H
w
C
u'
M
M
M
M
M
M
M
Cl!
M
M
cn
M
M
M
fn
M
M
M
rM
M
M
M
c
o
0
0
0
o
0
o
c
o
0
0
0
o
c
o
o
0
o
c
o
o
'
0
0
�
o
0
❑
o
a
o
a
C
�
�
a
o
a
❑
o
C
q�
q0
q❑
q�
q0
qo
q�
0
0
�y
C�.,'
qC
C
qC
C
C
C
C
C
�y
C
C
0
❑❑
C
�j
K
C
�Cy
..fl
a
a
a
a
a
a
v
U
q
�
U
C
�
U
C
.�
.-.
0
•--�
0
^'
Wn
N
o
m
wl�
•--�
o
.-.
o
^�
°O
0
'�
°,°
N
N
0
�n
o
0
N
0
—
0
N
a`
m
M
M
M
M
N
N
N
d
N
N
N
o
N
O
o
0
V1
O
C%
C1
lh
l-
00
M
C\
Vl
O
4
�_
�O
00
r
,
l0
+�
In
N_
en
M_
00
•--�
7O
V">
M
4
d•
C1
�'
M
O
N
00
.--�
�p
V1
M
Y1
oo
O
C�
WA
o
:O
.-.
N
N
t-
N
[-
N
�D
m
[-
M
m
�
V1
Id,�
00
[-
N
N
M
M
in
00
�
C1
00
C�
O1
M
00
M
M
00
C1
W)
O
W)
O
�c
O
�c
O
�D
O
110
O
IC
O
110
O
�O
O
10
o
�O
O
W
O
%O
O
l-
O
l-
O
l-
O
00
Cl
00
Cl
""
N
N
p
N
p
I-
00
00
0
o
O
O
O
O
C.
o
0
o
O
O
O
CD
Cl
O
O
O
O
O
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
3
3
3
3
3
z
z
z
le
�a
3
•°
>
�a
v,
x
�
�
3
3
0
3
�
3
3
�
3
3
�•
.°
�
�w
3
�
�
�
�
0
o
b
�'
w
C7
o
0bp
o
d
o
b
3 C
on
a�
o
u'
U�
o
°o
:'
c
C
o
x
c
o
N
11
F-I
ts
�
N
1-N
I--1
IH
Fti
�••,
(..
F--I
I--�
Q °
0
V1
y°�
•�
•p
•�
.O
•0
•p
.�
.O
y
•0
�
rn U
U
U
U
U
U
c
U
o
o
w
U
U
w
U
C
33
°
o
o
a3i
ub
o
o
°
c3i
�b
Z
z-+
z
w
Z..z
z
z
w
z
z
O
-
tO
cd
Cd
c0
Cd
()
c0
ca
()
F
[-.
(�
[
s.
U
U"'
¢
d
d
u
d
d
3¢
¢
¢
Ud¢¢
M
O
N
91
R,
Q
N
Q
WA

'!f
N
O
ai
U
M
M
M
M
M
M
M
M
O
O
O
O
O
O
O
O
O
O
O
7
7
O
O
O
O
O
'a
"J•
7
O
O
N
O
kn
O
N
O
O
CD
N
n
In
y
y
y
�D
O\
�r
O
d•
N
d0
\D
OO
N
N
N
N
N
en
O
O
O
O
O
O
O
O
3
3
3
3
3
3
3
3
3
3
3
u
u
3
42
1•
�
ti
�•
P
O
O
m
N
a,
H
2
T
N
N rr
U
v
a
U
v
U
U
15
O
0
0
O
zz�z
O p
O
O
z
H
b
E,
Q
Q
Q
O
Q
Q
9
W
.-4 cV tri 4 vi
F+
o
_
Wkn U
O
p Vi
R
y
p
R
v
0.
d
R
w
a
�
K
U
0�
O
O
O
L
m y
O
O
O
kn
d a
v
v
in
rii m
M
O
YO
.fir
F„ ++
Al
L
M
O
A s.
Al
nl
S
='
o
O
y
v
O
o
Al
At
=
0
Al
Al
F
L
A
I
G
U
d
N
r�

U.S. Postal Service'
CERTIFIED MAIL@ RECEIPT
Domestic Mail Only
For delivery information. visit our website at www.usps.com
Certified Mail Fee
$
Extra Services & Fees (check boy add tee'' _apjtlgpdate)
rq
[I Return Receipt (hardcopy) $ 11 .. I i i i
E] Return Receipt (electronic) $ f-1 l'; 1-i
Postmark
El
E] Certified Mail Restricted Delivery $
Here
0
E]Adult Signature Required $ Q Q
E] Adult Signature Restricted Delivery $
Postage
M
_r
$
Total Postage and Fees
M
$
U')
r-q
Sent To
martin o!;� .......
Street and Apt. No., or P Sok 'T - ------
.--- - OF -- ff
ED,ti
--------------------------- -----------------------------
CitK State, ZIP+4
JVC d 7tf 9,Z-

LISPS Trackim, Intranet Page I of I
He,p
. I , T t
Product Tracking & Reporting flcLIPl-"�D
s�tA-V"-t
J
P "' Por 'u- P .nual i rit"Y
LISPS Tracking Intranet 7"M
Delivery Signature and Address DEC 0 5 2019
Tracking Number: 7015 3430 0000 1846 5692 1
M, W,
This item was delivered on 11104/2019 at 10:12:00 1ARM-MM
, Return to Trackino Number View
Select Search Type, ;Quick Search Submit
Product Tracking & Reporting, All Rights Reserved
Version: 20.1.1.0.5
https:llpts-2.usps.gov/pts2-web/tclntranetTrackingNui-nResponse/deliverySignattireAndAd... 12/5/2019

Land Owner Agreement

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
DIvision of Water Resources 15A NCAC 02T .1100 — LAND OWNER AGREEMENT
FORM: LOA 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting nit.
General — This document is an agreement between the Applicant and land owner(s) of residuals receiving sites for land application of
Class B residuals (may include water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit
this agreement for review without a corresponding application form (FORM: RLAP 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Owner Agreement (FORM: LOA 06-16):
❑ Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ Prepare a separate agreement for each set of land application sites that are owned or operated by an entity other than the
Applicant.
❑ A copy of the completed and appropriately executed agreement must be provided to the landowner and the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS TO PRIVATELY OWNED LAND
The undersigned landowner or his representative hereby permits:
Applicant's name: Granville Farms, Inc.
hereinafter referred to as the Permittee, to land apply residuals from the following facility(ies) onto the following land
application site(s) (i.e., see attached setback maps) in accordance with the stipulations and restrictions as given in this
Agreement:
Site/Field ID
Lease
(yes/no)
Land Use or
Cropping Patterns
Intended Use of Crops
Residuals Source
(optional)
Special note
(no-till/over-seed/
pasture)
EB 7-9
Yes
Row Crop/Small Grains
Animal Consumption
No -Till
EB 10
Yes
Bermuda Hay
Animal Consumption
Over -Seed
The landowner or his representative receives, in consideration, full use of the nutrient value of the applied residuals while the
Permittee receives, in consideration, the use of the land application site(s) described above for the disposal of the residuals.
This Agreement shall remain in effect for the length of the Division's permit for the residuals land application program and
shall be renewed each time this permit is renewed.
The undersigned landowner or his representative and the Permittee agree to abide with the following restrictions and
stipulations until such time as written notification, given 30 calendar days in advance, modifies or cancels this Agreement.
FORM: LOA 06-16 Page 1 of 3

I. STIPULATIONS:
1. The landowner or his representative shall not enter into any additional residuals application contracts or agreements with another permitted
entity for the site(s) specified by this Agreement.
2. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) to a third party, the landowner shall
be responsible to ensure that the third party agrees and complies with the terms and conditions of this Agreement.
3. The landowner or his representative shall adhere to the provisions of this Agreement until all of the site restrictions (under Section Il) are met.
4. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWR, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
5. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land application site(s) to a new
landowner. In addition, the current landowner shall give a notice to the new landowner that gives full details of the residuals applied at the land
application site(s).
6. The Permittee has provided the landowner or his representative with information and data concerning the residuals land application program,
including an analysis of constituents of the residuals, residuals application methods, schedules for typical cropping patterns, a description of the
equipment used by the Permittee.
7. The Permittee will provide the landowner or his representative with a copy of the residuals permit prior to commencement of any residuals land
application event and a copy of the results of each soil analysis.
8. If the soil pH of the land application site(s) is not maintained at 6.0 or greater, sufficient amounts of lime shall be applied to achieve a final soil
pH of at least 6.0, unless an agronomist provides information indicating that the pH of the soil, residuals and lime mixture is suitable for the
specified crop.
9. The landowner or his representative and the Permittee will agree on residuals application rates and schedules based on crop patterns, results of
soil samples, and the permitted application limits.
10. The landowner or his representative will provide the Permittee with information regarding the amount and analysis of other sources of nutrients
(e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application site(s).
11. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and cropping patterns for
the land application site(s) prior to each planting season to enable the Permittee to amend this Agreement and schedule residuals land application
events at appropriate periods.
12. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the Permittee, the landowner, or
his representative prior to and during a residuals land application event.
13. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their representatives to; enter and
inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the purpose of determining
compliance with the permit; establish monitoring facilities on or near the land application site(s) as required by the permit; copy any records
that must be kept under the terms and conditions of the permit; take necessary leachate, surface water, groundwater, or soil samples during the
term of, and 12 months after termination of, this Agreement.
H. RESTRICTIONS:
1. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public access to the land application
site(s) during active use and for the 12-month period following a residuals land application event. Such controls may include the posting of
signs that indicate the activities being conducted at the land application site(s).
2. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application event. Land application
sites that are to be used for grazing shall have fencing that will be used to prevent access during these periods after such residuals land application
events.
3. Food crops, feed crops, and fiber crops shall not be harvested for a 30-day period following a residuals land application event.
4. Food crops with harvested parts that touch the residuals/soil mixture and are totally above the land surface shall not be harvested for a 14-month
period following a residuals land application event.
5. Food crops with harvested parts below the surface of the land shall not be harvested for a 20-month period following a residuals land application
event when the residuals remain on the land surface for four months or longer prior to incorporation into the soil.
6. Food crops with harvested parts below the surface of the land shall not be harvested for a 38-month period following a residuals land application
event when the residuals remain on the land surface for less than four months prior to incorporation into the soil.
7. Turf grown on land where residuals are applied shall not be harvested for a 12-month period following a residuals land application event.
III. ALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY: (please check one)
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC 02T .0105(h) allows the compliance
boundary to be placed closer to the waste disposal area, such that the water supply well is situated outside of the compliance boundary provided
the groundwater standards can be met at the newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map showing the newly proposed compliance
boundary to the application package)
❑ A re -defined compliance boundary is not needed for this site.
IV. ACKNOWLEDGEMENT OF FIELD TRANSFER: (if needed)
❑ The land application field(s) ID: is currently permitted under another
residuals land application program; Permit Number WQ: The land owner hereby acknowledge that by signing this
agreement, he/she is requesting that the field(s) be removed from the previously permitted residuals land application program and transferred
into the new program;
(Name of the new program)
FORM: LOA 06-16 Page 2 of 3

Landowner's Certification:
I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to make decisions
regarding the use of the land application site(s) on behalf of other deeded landowners OR that I am otherwise authorized, through
a power of attorney or other legal delegation, to make decisions regarding the use of the land application site(s) on behalf of the
deeded landowners. I certify that the above -referenced land application site(s) are not included in any waste disposal contract or
agreement with another municipality, contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement,
understand the stipulations, restrictions, alternatives for water supply wells inside the compliance boundary, acknowledgement of
field transfer, and do hereby grant permission to the Permittee to land apply residuals to the land application site(s) as specified
herein.
Landowner name:
NELLIE BUNTING BROWN
Address: 205 NC 1 l
City: Oak City
State:
NC
Zip:
27857
Phone: E-mail address:
Signature: � 1%� ' Jt� �� / h r Date: 020l
NORTH CAROLINA. Gra nu lf_ COUNTY
I, the undersigned Notary Public do hereby certify that N e i l i e— bunt I Yt 4, E r'D ij h
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the
i h-
day of ��H P rn f 1 20
Signature and seal:
b
My commission expires: 7—S — oLd of-� K_ -
Lessee's/Operator's Certification: �J
E-°
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee/operator name: Eddie Brown
Address: 409 NC 11
City: Oak City State:
1►`[y
Phone: , 2 — `� iD f E-mail address:
Signature: Date:
Permittee's Certification:
Zip: 27857
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing official
Signature:
vP
Date: �? —/ % 1/
FORM: LOA 06-16 Page 3 of 3

Location Map
Soil Map
Buffer Map

N
E
s
Tar River( arboro)
Legend
— Road
Stream
❑ County Boundary
❑ Field Boundary
❑ Municipal Boundary
❑ Water Supply Watershed
SITE EB
a
1 0.5 0 1
Miles
Scale: 1 inch = 1 mile TT LOCATION MAP Figure
Drawn by: DM SOIL. PLUS Granville Farms Inc. Class B Land App
Reviewed by: Oak City, North Carolina 1
Date: October'19 Soil Plus Project # 200705.D10

FIELD 3
ism
FIELD NET ACRES
5 7.89
7 23.20
8 20.48
9 12.71
10 11.78
FIELD 2
Legend
A Structure
Well
I Ditch
r- Property Boundary
Field Boundary
QApplication Area
FIELD 1
FIELD 9
FIELD 8
FIELD 10
FIELD 7
FIELD 5
AL
kA
Buffer The Compliance Boundary is established either 250 feet from
the residuals application area or 50 feet within within the
Soil Boundary property boundary, whichever is closest to the application area.
I Stream The Review Boundary is established midway between the
Pond Compliance Boundary and the perimeter of the residuals 400 200 0 400
application area. Feet
Scale: 1 inch = 400 feet EB FIELDS 5 & 7-10 SOIL MAP Figure
Drawn by: DM SOIL PLUS Granville Farms, Inc. (WQ0035595)
Reviewed by: DM Oak City, North Carolina
Date: August'19 Soil Plus Project # 200705.C10

'48
Oro
FIELD NET ACREJ
Y
'i
11.78
FIELD 9
FIELD 8
FIELD 10
FIELD 5
Legend
A Structure
�I
Well
�►
I Ditch
40- Stream
Application Area
Buffer
The Compliance Boundary is established either 250 feet from
Field Boundary
the residuals application area or 50 feet within within the
property boundary, whichever is closest to the application area.
Pond
The Review Boundary is established midway between the
Property Boundary
Compliance Boundary and the perimeter of the residuals 400 200 0 400
application area. I Feet
Scale: 1 inch = 400 feet
SOIL PLUS
EB FIELDS 5 & 7-10 BUFFER MAP
Figure
Drawn by: DM
Granville Farms, Inc. (WQ0035595)
Reviewed by: DM
Oak City, North Carolina
Date: August'19
1 Soil Plus Project # 200705.C10

Soil Boring & Certifications

willcoX&I'l abe
SOIL SOLUTIONS
October 7, 2019
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Article I. Reference: Soil Scientist Services for Permit Application
Granville Farms — Permit No. WQ0035595
Martin County Site — Eddie Brown
WMSS Project No. 19-06, Phase: 01
Dear Mr. Smith:
Willcox & Mabe Soil Solutions, PLLC (WMSS) has conducted a Soil Scientist
Evaluation per WMSS Proposal No. 2019-P11 dated October 3, 2019. The evaluation
was performed to provide information for submitting a modification to a non -discharge
permit to the North Carolina Department of Environmental Quality (NCDEQ) — Division
of Water Resources (DWR), Non -Discharge Permitting Unit (NDPU) in accordance with
15A NCAC 2T .1104(c)(2)(A). The evaluation was conducted to assess the soil
properties of the proposed acreage and to determine suitability for land application
activities in the referenced permit application.
WMSS has included our findings in Appendix I and II in order for this information to be
incorporated into the permit modification package being prepared by Granville Farms, Inc.
(Granville Farms). The Appendices summarize our evaluations, findings, and
recommendations. Should you have any questions or comments about this report please
feel free to contact us at [phone].
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
Martin Mabe
Agronomist
Rob Willcox, L.S.S.
Soil Scientist
Attachments: Appendix I — Summary Table
Appendix II — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 01 - Martin County Site\Phase 01 Soil Scientist Report -
Granville Farms (WQ0035595) - Martin County.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, INC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On October 1, 2019, a Willcox & Mabe Soil Solutions, PLLC (WMSS) licensed soil
scientist performed hand auger borings (denoted on the attached maps by red circles) on
the following sites and determined that the noted predominant soil series was present for
each of the following fields:
Project/Permit
County
Farm Name
Field
Predominant Soil Series /
Site No.
No.
Mapping Unit
7
Goldsboro / GoA
8
Goldsboro / GoA
Granville Farms, Inc.
Martin
Eddie Brown
/ WQ0035595
9
Lynchburg / Ly
10
Rains / Ra
The hand auger borings were performed to determine if the proposed land application
sites were suitable for land application activities in accordance with 15A NCAC 2T
.1104(c)(2)(A) and to be incorporated into a permit modification package for Granville
Farms, Inc. All fields evaluated were found to be suitable for land application activities.
Please reference the attached maps for hand auger boring locations and subsequent soil
profile descriptions.
SOIL
SC�
5 w It
-
�� 108 Ago
NO RSH
I ZF41 � E Z �
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

N
V � >
FIELD NET ACRES
5 7.89
7 23.20 FIELD 1 7-1 7-2
8 20.48
9 12.71 FIELD 7
10 11.78
FIELD 2
FIELD 8 AL
////�'8
-1
FIELD 5�
FIELD 9
O
9-1
FIELD 3
FIELD 10
Legend 10-2
A Structure ,I
10-1
Well
DitchAj
'I
Property Boundary
Field Boundary T „
QApplication Area
Buffer The Compliance Boundary is established either 250 feet from
the residuals application area or 50 feet within within the
Soil Boundary property boundary, whichever is closest to the application area.
I Stream The Review Boundary is established midway between the
Pond Compliance Boundary and the perimeter of the residuals 400 200 0 400
application area. Feet
Scale: 1 inch = 400 feet EB FIELDS 5 & 7-10 SOIL MAP Figure
Drawn by: DM SOIL PLUS Granville Farms, Inc. (WQ0035595)
Reviewed by: DM Oak City, North Carolina
Date: August'19 1 1 Soil Plus Project # 200705.C10

WILLCOX & MABE SOIL SOLUTIONS, PLLC After J aF 4
SITE/SOIL EVALUATION
Project No. lq- 06 ' Ptt: 01 Phone No.
Location �prFO geep//�/Pin County:
FEL-05 r7- lb
Proposed Facility: 1_.9n/D APP21L470n/ Water Supply:
DF ,�tFs�Durt-z5
Described By: ';C206 A/lLl10 lc
Weather: SUMA)yy ;WARM Antecedent Moisture
n ra-
Date: /D l 1
�1 7-/A/ Property Size
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
Publ Surface Water:
rJ-
Auger Boring X
Pit ❑
Cut ❑
FACTORS
PROFILE
2-0n1+
PROFILE
PROFILE
r1— I
PROFILE
-1
Landscape Position%
A11,1L.
N/q
Horizon Depth I
d —
O _
Color Mansell
311
Q /� S -
Texture
s
Structure
Consistence
s 11
A5 nj2 V Fi'
Boundary
Horizon Depth II
(o _ /Q
2 }
- f Z
- 52 t
Color -Mansell
, 5' S.4
Id2
2 L 3
&
Texture
Mottles
e/ I
!� ¢
_
,� L - 5
Structure
le4 k, k'
Consistence
S S
SS S
Boundary
Horizon Depth III
12 _ Z
Color —Mansell
, S S ¢
57A,
Texture
Mottles
. / /y
>^
Structure
Consistence
$S
Boundary
Horizon Depth IV
l 11
Color —Mansell
fo1
/p
Texture
Mottles
-
Structure
S L
S
Consistence
5 5
55 S
c - 6
U f0 3
Boundary
Soil Wetness
I/!}
Restrictive Horizon
Saprolite
LTAR
Classification
AId ff0 j2&
O pS 136 M
r!
2EDQ,vI�,v/+nlr
SE2r�
� s o�2
LEGEND
LANDSCAPE POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
and
Is
loamy sand
sl
sandy loam
I
loam
si
sat
sa
silt loam
sicl
silty clay loam
el
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
it
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC A6 r 2 of
SITE/SOIL EVALUATION
Project No. lq-4Z ' IQFI; Q / Phone No. Date: /Q
Location CD&F P Ally Pin County: /YlA.QTiN Property Size
Proposed Facility: ZAAZ APAtU p v Water Supph
vF s�9uRLS
Described By: 2K`Wzz-e0z
Weather: $uNN� bj�fcm Antecedent Moisture
n R
On -Site Well ❑ Evaluation: Auger Boring ,�
Community ❑ Pit ❑
Public ElCut ElM
/' Ibl S 7-Ok Surface Water: N I A
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
GDn1+
Landscape Position %
A// A
�Pr
Horizon Depth I
`S
Color Munsell
/ Z
..3 1
Texture
Structure
Consistence
✓
AS Fr
Boundary
Horizon Depth
(� - I'Z
`L t
'u12(0
Color —Munsell
(o
/ 2
6
/D 2
Texture
C
5
Mottles
Structure
1L
S lL
/L
Consistence
5
S i
S
C S
c , 1D
Boundary
Horizon Depth IH
/ _ I r7
Color — Munsell
(p
$
Texture
Mottles
-F'_ /ae (-
_ !�
Structure
W) be
G
Consistence
5
Boundary
Horizon Depth IV
Color —Mansell
to
(0 2
Texture
G/
G
Mottles
C- &)YAL 2
G hl- &
Structure
xl
Consistence
55 S
Boundary
Soil Wetness
2 4, 11
r7 It
Restrictive Horizon
Saprolite
LTAR
Classification
5 De0
NG "AP
FIE
- FDQMINA
7 SDIL- S-FOLS
IS 1.)LDS95eD
LEGEND
LANDSCAPE POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
IT
friable
fi
fimt
vfi
Very turn
STRUCTURE
sg
single grain
an
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC ?A("
SITE/SOIL EVALUATION
Project No.
/9—t`)6,' Aq, Q/ Phone No.
Date:
lD /
Location
E&&r I&ODWNPin County:
Property Size
Proposed Facility: .L y�,Op�tCp t?Dt✓ Water Supply:
On -Site Well
❑
Evaluation: Auger Boring
Described By:
Z-7vF ESt.D4AL5
AI/LLLDIC
Community
❑
Pit ❑
's
Public
❑
Cut ❑
Weather:
Nt Antecedent Moisture
SliN���
Ut5 T �2
Surface
Water: Nllaj
A q
FACTORS
PROFILE
PROFILE l
9-( �D
PROFILE
PROFILE
Landscape Position %
n/ 4
Horizon Depth I
—
Color Munsell
Texture
Structure
Consistence
ns y A -
Boundary
Horizon Depth II
— l
2r]2
Color—Munsell
,S S
1Pka
Texture
Mottles
1 Q- Z
/fig 6
Structure
L
Consistence
SS 5
rn- 6
Boundary
Horizon Depth
Color—MunsellTexture
MottlesStructureConsistence
A_/'/0
Boundary
Horizon Depth IV
9
Color—Munsell
/p
Texture
SG
Mottles
C 3
Structure
/L
Consistence
SS
C Al —
Boundary
Soil Wetness
11
Restrictive Horizon
Saprolite
LTAR
Classification
LyN
D
WfY?1NAa
SD/L SE21C-S
15ZVV1,qSj911b1
LEGEND
LANDSCAPE POSITION
R
Ridge Intertluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
d
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay In=
so
sandy clay
sic
silty clay
c
clay
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fir
friable
fi
ram
vfi
Very firth
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC f q'r 4 L)F 4
SITE/SOIL EVALUATION
Project No. I Q-ofp pff! ©I Phone No.
Location Ew)IZ 13emiA/ Pin
Proposed Facility: N PkieA-noai Water Suppl,
OF 140MA-1-S
Described By: ,38/LG[pL/
Weather: Antecedent Moisture
t ci n /A
County:
Date: m b 141—
Property Siz
On -Site Well ❑ Evaluation: Auger Boring A
Community ❑ Pit ❑
�Public ❑ Cut ❑
/r lN37 Surface Water: MIA
c,n I/\
FACTORS
PROFILE
/6-
PROFILE I
-1 con
PROFILE
- 2
PROFILE
-2 cant
Landscape Position%
ofl)q�
N A
Horizon Depth I
_ r]
Y
Color Mansell
3
5 2
Texture
Structure
MIA r
Consistence
Boundary
Horizon Depth II
rf— /
_ 5 k
_ 12—
—S?-
Color — Mansell
R $ Z
Q $
C,
(0)2
Texture
$
G1
S
< G
Mottles
—
( 2
_
- /U 2 (o/
Structure
I/�.
S bt
Consistence
S
5
S 5
Boundary
Horizon Depth III
(o
Color —Mansell
/ /a
(o
Texture
Mottles
/0 le
_ (p
Structure
Consistence
SS S
Boundary
Horizon Depth IV
—4
Color — Mansell
6 I
jo 6
Texture
C%
Mottles
(p 2
-'C 2
Structure
bX
Consistence
5 S
S
4 4-
Boundary
Soil Wetness
2 q
Restrictive Horizon
Saprolite
LTAR
Classification
/
D De
! D lb—
/ MlA)rw-r.
d!L S elFS
lS RAW
LEGEND
LANDSCAPE POSITION
R
Ridge Intertluve
S
Shoulder
L
Linear Slope
FS
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
send
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
se
sandy clay
sic
silty clay
c
clay
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fir
friable
fi
firm
vfi
Very finn
STRUCTURE
as
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angularblocky
PI
platy
pr
prismatic
WIN G I ctr S HAV& 27tCtj4LW LotdEB O .EI[K?/A16 q� z 7ABLES

Soil Samples
Biosolid Utilization

00
00U
0
(n
o
Z
ON
LO
00 C
a>'iUco N
J 0)N
J � U
co Z
O a
N
00
M
E a
cu = o
cn cn
coO N L
0 0
O m co
E N
o o
Z
Z
M
Z
—
c
co
a
cn
lJJ
N
CD
o
E
7
4).0
O m co
E
o o
Z
Z
M
Z
cn
cn
a
W
o
0
E
=
Z
d m O
co
L
m O
m O
a)
OQ
O O 3: X
CO d =
L
U U O p-
L E 0
Z
_4)
a)
cn
Z
a)
cn
a) p
0
N
Q U O
=
O
N
>
O
C o CL
0
U
—
O
U
—
>
'a
U 0 —
o
=
00
CO
00
=
c,
00
00
r
ui U m
riun
v
E Tm
N O
Lo
d
N CD
R
00
d
O
N
J
N
J
U 0 C
N
L
N
L
U) aa) . O
4? E nz
—
—
a6
.o o
�O
c
LO
o �
N
00
v
Q
N
V)LO O
M
O
N
CD
U
(D
a) u) Ecm
N
y
y
cm
` LO
= Q m a
U
Q
E
ci
Q
E
ui L
U) -- E L
co O
—_
.O
7
•E
coo
.O
E
8 N
_
76 •2 O O
c
m
c
2
E
L O
U
0 0
U_
a) o .N
L-0�
a)
O
s
0)
O
s
E
a) X Z
O .-
-O Lo
N O
>, a3 Co
> a)
z
01
0
Q
I�
M
U
Z
CD
0
Q
0
M
U
o
p C m p
E�
= 3 w c
0
U) E p X
a3
O L N
- 3 (D 0
U)
m0 E rn
>
N (06 >, O
0
LO
O
O
O
O
-
N
-
N � Q C (V
co COY
N O
_
N O
Y
L
U
U
0
0 4?
c 0 0
—
d
Y
m
Y
m
0
p O
0 N CV Z -
cn
00
ITZ
cn
c0
Z
U m V)
c 00 W-
N
0 O
N
C O
uoi
p
cu
a> LL
M"
��
s
E
CDE
O
U)
v+
U
rtt
x
w
m E o E
p UI Q L
Q
�Y
CD:
Z�
o
CDCDV
Z�
cc
c0 N
R
LO
=
R
W
U.BUD
��_
c
V
_
c
VLO
=
M
E z
Z
E
Z
E
L
>.E cn > cu
M
m
M
N
U
o
c s°
m
O—
U
m
O—
L
U
cn
c�
w
o E m a
s ui ._ .(
m
L
u o o
Z
M_
Y
rn
m
L
u o
Z
M_
Y
LO
�_
> �,
J�,�O
E
JN�O
E
0
c
c
c`1
M
— m >
a) U 0 w CL
—
—
O
Lq
—
—
0
O
U')cn
M
-a
a 06 N
s
a
CDs
a
o
c
NE
E
o O
E
c;
E
�1
o as
c
c
cc000
L
U
E co
E o 6
R
Q
Qr
c
•Lo
ZO
•
c;
Q
s
d
5
m
r Z-0
.� o
m
R
m
R
w
o
ccv
a�cl
c
c
cC A/
x
CD
a) c� L
E
V
E
V
�+
c
O.
V
O
a
UO
E
c
U)
Q
U
O
0
�
N
—
J
N O �
v
c
co
c
co
_O
E
>
0p
_
c
0Sc:
Q_
E
rn
E
c c O
o
U
�
U
r
O
0
CDO
E
ns
cop 0
r-
Q
a0
Q
0 n
Q
s ry
til
O
;a
� X Q� d
�
w
�
M
w
�'
w
�
N
aLO te+
z
Q a)
0
y
y
s
k
O
N
!ECN
y
N
N
q Ta+4
Q-
p
— C
N
N
M
16
p
V
aq
UL
Q. >
R
E
y+
d
x
N
E
�+
d=
_
Z
ig5x.
y
Q
cn
J
H
Cl)
J
H
c >,
p .+
c cn cu
E
Z ocn c
� U m
� E •V
= o a
a LL
cn Q
cn
0 O O
N
O C
OL N CO
,O
-0 cu .O
L 0 cn
N
c O
Y o v) U
s = O
w o
E Z
E E CO
o 0
E u)
� O U
N �
O N U)
p� U
= E
0 0
.� � 0
O
O N
C �
C
0 =
cu p
o M
s O
O Y
co
w co
0
0 ~
c
E
N
0
O
a
a)

\
\
\
y
U-
0
\
I
§
o m n
E 6
os
7z
z
z
_
(
Cl)
a-
w
g
o
(
§
E-
o M
E 6
os
7z
z
0
z
(n
m
o-
w
6
(
z
m/
i
mo
i
E
z\
n
z\
n
�
3C
3C)
k
\
I--k
\
o
a
a
NCD
p
$
��
�_
)
~
N
5
5
�0
3
&
0
3
\
_
m
N
_
m
04
2
Q
_
(
n =
U)
\
U)
E
0
2
2
U)
I
0
7
}
_
§
Cl)
§
\
� _
2
&
0
o
o o
G\
�
�C)
�cy)
/
�
z
�
z
3
U
$
§
N o
qo
k
a
o
a
CD'
CD
z\
cm
a
\
�\
=
cm
a
E
�
2
¢
Em
S
¢
/
E
/
\
§
®
�uco
E
2 a a
�uoo
E)
a a
w
c
u
n
c
u
A
p
8
_
CDo
\
ƒ
_
_
Lo
(.0
G
I
»
)
m
I
0-))
c
£
%
\
z
0
a
2
2
z
2
=
2
-
E
{
w
2
E
w
2©
E
§
2
0 \
u
7
E
§
CL 2
f
u
#
@
,
u
a®
@
E
P
,
u^
k//
/
F
m
E
F
m
E
a
§
§
°
/
U
o
®
0
/
U
n
®
0
0
2
2
U
§
c
�
'
3
0
'
3
aE
_
_
Cl)
—
2
_
w
E
m
m
§
2
§
�
-
a
§
®
�
\
$
/
$
/
Q
b
2
&
I
I
E
b
�
E
2
I
I
z
m
n

0
O
O
Cn
Op
N
�
p
p
Q
fU
0
Cl)
N
C
O
++
•R�
Q
Q
N
C
O E
m C U C1 C1
U E a)
U .0 T i C to
.0 U +•-Q cuN
-0 CO m E E
a- x x x
_ a
o co - -0 a) a)
a s o E x a : m cn a) x .c
co a) a) <n E cn a cn a a)
.Q c � cu 2 c a
7 7 N x Eco 0) U C2 ' O—
U U C) a co 7 U O U y 0 0 i .0. 0 (m L Cm
O O x ,C - O cn ,� O C •� U O O Cm O Q '(p
m C W W C a) m a) w w W 0) CU CU 0 0) E C- C L - N x
a) O- mmO C C O OxO x 0 0 c O(m <n
-0 U U a)Cl Cl cL E E 2 2 E E pm ) UC aa)
O O a7t tN 7C 0
U c O U Q Q U U 2i 'N •C
C
N
CV Z
V to N W 3 to 'L Z C: C C C 0i N O �' 2— O fn C C
Z Z Z O O. d d fn fn N N
C
0 Cm
>, Co
i
+- L
U) .(n
w O O O
O
N
a) M
;-
°° 0-
cmO
0
C
m co
o§
C
E `) U)
U�
C:im
.0�
~
a) m ��
Q U)
=5 a Lo LO a)
L
U
o
0
° a) o=
S a) n aa)i
Q
o a
�C)
0 a)�
o
°
�C�
0zo
L
m N fn
= N
E
i
O Z'§
c
Ego Lo o
°
m 0 oo u
40
'-�
Za
a) o
E U '-
0 O� C
-O
E
a U
>
a) tm CU>
a Cm C 0-
y
C
Cp
p
O
a i
O
L C L
m O m
O a) N a) a
•C U)= E U
O)
C
= a) Lo a)
in Ein
v� C
cm
'p
C O
.N
°
Z
-a
p C
U cm N N
y
R
o E
m' >
CD
o
c
ai
U co
L)
L C
�
o 0 o E
^�'
CD
` �
Cm
E m CO
L3
3Q iC
.
E E E
L a)a
oa°oo
m m
O O U
m
0- E m
cm
m
Q
m
O
YC
y
C
NNyO
C,°
N
a E
Q) a)
a L
C
a) cm
G
a)
O
C 73
fV
0 °(D
a)
4)a)
ELL
cn
d
O
=a
Zu)-E
m
U N NEO�
6.
�
`~
a 0-
W
NQ
ta
C n
Cn
u
1 C0
o�CV
Q
M
N O
C
a
U
o
>,
_°
m°N
O
°
v
CL
E
oE
i,.�
UUoQ
N
a)O
WQ
C
° C
�
7 m
-Z
LL
O
D
—
c
Z
a)to r-
o
R
!E
L
E O 0 Z
0O
U
0
O
)
°a°A)a)o
x
0 — a) a o
D
to
a)
-0 U) °E_o
0) a
a) —c
a
E m
8-0U)
C:
U
'EE
o° OLO
LO
E m
m
C
Q
E a)
c0N�
O
U CL
w
QUC
E
)
0
cc
p
U
°An
0 v)
_
0_
v: N LO C
t)
O 0
p
O
C
Ncn
--
y
cn _0
ay
u>
Y
m CD
U) U
O
NO
-0
cn �
N
U) C-C
°n-cn OC
O
n>Er
a
70 �
o °
� () CL
C
C
0
.'
.E
U)m
L0
O
=) -O
a)0
V2-
U!
U
°i
i
E
O O N
E U p
0 0 °,
E
L C
vcn
U C2
0- a) O
O
OU
x a)
N
"a
U
.O. C L O m �
0
A
m i a) a)>
\
E m C
Cm
a)
>'
N m
N
a)
a) E Cm
L
Z
O 0
.. E LL
L C C
Q' O m m 0
O a) U
LL C C
�'
E
H
>
m

Waypointo
ANALYTICAL
10/14/2019
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 19-282-0001
Project Description: Granville Farms Inc (EB)
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 10/9/2019 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
�a f• 6-7'
Pauric McGroary
Agronomist
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 8

(2)
Waypoint,
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax
804-271-6446
ANALYTICAL
www.waypointanalytical.com
Sample Summary Table
Report Number:
19-282-0001
Client Project Description:
Granville Farms Inc (EB)
Lab No
Client Sample ID
Matrix
Date Collected Date Received
Method
Lab ID
68538
EB-007
Solids
10/09/2019
6010D
WTN
68538
EB-007
Solids
10/09/2019
SW-7471B
WTN
68539
EB-008
Solids
10/09/2019
SW-7471B
WTN
68539
EB-008
Solids
10/09/2019
6010D
WTN
68540
EB-009
Solids
10/09/2019
SW-7471B
WTN
68540
EB-009
Solids
10/09/2019
6010D
WTN
68541
EB-010
Solids
10/09/2019
6010D
WTN
68541
EB-010
Solids
10/09/2019
SW-7471B
WTN
WTN: Waypoint Analytical - TN, Memphis, TN, Certification: #460181 - Virginia
Page 2 of 8

:)Z•Z
a)
Ma
% y
N v D'0
ME
Q -y
m en
N
O
C)
V
d
0 CD
`l PV T
U)
Q
00
L)
w
c 00 =
i
l6
C�
= o CL
C� r-I 7•
°C 3
.Q
o
a 00
N
n
J
Q
J
Q
Q
m
w
LO �—
Cfl U
LO C
N to
J U li
J
N Z
i 7 m O N
m co >
y U O
E o0OX
= 0o Z
Z O ,
H d
0 N 3
O CO O M 'O
Q CV C1 LO C d
Q 0 U)
_o
J
Z
Q
LJL
°a
ui
a)
Q
E
R
cn
a)
m
0
m
O
n
g
O
>1
O
O O
U)
.0 .w
C C
a) a�
L L
O
U U
w
@ •'=
LO
M
O
-O 'O
y E
ww
c J
Oo
Ci
a
co Cl)
3
ui
O O
L L
N �
75
70-
CU_ CU_
Y
O
a) a)
y
o
U U
o
U U
.U)
U
� d
ui
w N
U)U)
m co
-a a
U) in
0)0)
� c
.70,
m m
ww
`o 0
cn cn
O O
L L
N �
00
o
Y
cn cn
a) a)
�
m
O
O
E
O
w
Y
It
CO 00
E
a)
C
m w
U) U
E
y
�,
OcLrL E
Z
mU
t
ma
c6
C
a)
O
d U) O7 O
J
Q
2
Z) Z) U
co

nLo�
"aMa
§ / q
ME
a
a )
2
§
r
0
> r t
2
C
c
00
k §k
j
�
_0
CL
/
R
7 �
Eo
00
k
k 2
/
e � �
�
�
�
3
u
\ 2
G—� (\
}\0 2
:5 0 3
E =co 5
. \ o )
E m \�$/ o
{ \ 7 C.0
9 k
E3 SLO
\ k \
co
�
�
7
Q
LJL
O
�
�
O
W
1%
�
ƒ
2
)
a
k
\
R
}\CD
§§
�
77
\\
E E
\\
§
/7
CO
�/
dj
\
«
2 2
m
i
22
k\
//
§2/
27
\\
J\j
v
�>1
EE
ƒƒ
\\
\\
�70,
m co
\\
k\
as
ƒ/
ƒ\
2
/
2j
E
/
It
CO 00
\ —a)m
f
}
} \ \ k
}E
\
\i
0ƒƒ&
°
e
\
@
ms
2//o
«
2
==Q
�
�
co
j
}
/

nLo�
"aMa
§ / q
ME
a
a )
2
§
r
0
> r t
2
C
c
00
k §k
j
�
_0
CL
/
R
7 �
Eo
00
k
k 2
/
e � �
�
�
�
3
u
\ 2
G—� (\
}\0 2
:5 0 3
E =co 5
. \ o )
E m \�$/ o
{ \ 7 C.0
9 k
E3 SLO
\ k \
co
�
�
7
Q
LJL
O
�
�
O
W
1%
�
ƒ
2
)
a
k
\
R
}\CD
§§
�
77
\\
E E
\\
§
/7
CO
�/
dj
\
«
2 2
m
i
22
k\
//
j§/
kk
@g
J/v
EE
ƒƒ
\\
\\
�70,
m co
\\
k\
as
ƒ/
\\
2
�//
2j
E
/
It
CO 00
\ —a)m
f
}
} \ \ k
}E
\
\i
0ƒƒ&
°
e
\
@
ms
2//o
«
2
==Q
�
�
OD
j
}
/

nLo�
"aMa
§ / q
ME
a
a )
2
§
r
0
> r t
2
C
c
00
k §k
j
�
_0
CL
/
R
7 �
Eo
00
k
k 2
/
e � �
�
�
�
3
u
\ 2
G—� (\
}\0 2
\j§� °
E =co \
. \ o )
E m \�$/ o
{ \ 7 C.0
9 k
E3 SLO
\ k \
co
�
�
7
Q
LJL
O
�
�
O
W
1%
�
ƒ
2
)
a
k
\
R
}\CD
§§
�
77
\\
E E
\\
§
/7
�/
dj
\
«
2 2
m
i
\\
»
//
j\/
kk
@g
J/v
EE
ƒƒ
\\
\\
�70,
m co
\\
k\
as
ƒ/
o
=
y«
/9
2j
E
/
It
CO 00
\ —a)m
f
}
} \ \ k
}E
\
\i
0ƒƒ&
°
e
\
@
ms
2//o
«
2
==Q
�
�
co
j
\
a

WayPAoint.
NALYTICAL
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 19-282-0001
0 Fed Ex 0 US Postal
0 UPS 0 Client
7621 Whitepine Road, Richmond, VA 2-4237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Cooler Receipt Form
Shipping Method
0 Lab 0 Other:
0 Courier Thermometer ID:
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers received
Custody seals intact on shipping container/cooler?
0 Yes
0 No
Not Required
Custody seals intact on sample bottles?
0 Yes
0 No
Not Required
Chain of Custody (COC) present?
0 Yes
0 No
COC agrees with sample label(s)?
0 Yes
0 No
COC properly completed
0 Yes
0 No
Samples in proper containers?
0 Yes
0 No
Sample containers intact?
® Yes
0 No
Sufficient sample volume for indicated test(s)?
0 Yes
0 No
All samples received within holding time?
0 Yes
0 No
Cooler temperature in compliance?
0 Yes
No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
0 Yes
No
Water - Sample containers properly preserved
0 Yes
0 No
N/A
Water - VOA vials free of headspace
0 Yes
0 No
N/A
Trip Blanks received with VOAs
0 Yes
0 No
N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
® N/A
F High concentration container (48 hr) F_ Low concentration EnCore samplers (48 hr)
F_ High concentration pre -weighed (methanol -14 d) Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
0 No
Comments:
Signature: Brandi Watson Date & Time: I10/09/2019 14:23:41
Page 7 of 8

LQ
Q7
LO
C
0
C
ra
d
2
R/
cz
0
tj
w
4
N
�
C
O
�
C
T5 N
LO
c
N
21
CD
LS7
00
CO
❑
m
m
0
�
[a
N
G p
y--
� N
U
o
o
LL
}
W
U)
x
Z
�
a
w
c
Q
a
p
C
CL
o
CO
CV
u7
a.
¢
-0 D —
-0 F
0
d
N
a
o
❑
7+ vj p
p W
a
x
v
} C7
c
o
0
°
c
2
�
0
..
_v
a
a
�
�,C
U-
R
C4
u
C
Cl
L p
N
io
N
.Z
v' y
Q
—
2
�
'
N
N
Q
US N
(3 (} E
a- aw
m
x
w
x
a�
�
m
�to
o
>
z
c
m
CI]
M
� o
m rV
C
N
yy ca
C]
O
E
U]
.�
o a
:0O
p
� U
❑
� N
m m
CY
C
U3
U
N
y
O 47
6 U)
LL
[6
Em w C
V
.7 7 E (13
Fc)
E
O C
C
p
N
y
F..
N � N
E m��
m
❑
c
No co a
=
E
73_
Q
3
coo
[]
m
d ° ❑
N T
�L
�
ooCL
In L) 2
m
0
a
a)
cu
mr 0 v�
i
W
m x a m a
CLLI
[❑v
0
`
CtJ cm U7
DD
QJ
N .Q
76
E
U
LU
O_
�
o
Q
r
U N
E
o
a
CDa
U
N M

00
M
T-
.-
M
V
00
O
r
GD
M
O
oo
co
Lr)
G1
00
GG1
;
M
O
G1
00
a
O
H
C1
CN
O
is
U
O
O
On
0000
C7
a
� U
00 00 to
F+1 M Ln
z�
~
c�
O
U
U
V V
v
4-4
d'
�
�
�
C7
C7
C7
-d
Lr) o
V
�
C
N
�
n
00
y
z
N
O
N
N
-i'
"0
-" o
c� .v � oo c,
w
U
U �
O y H a
a
H c7 H A
in �4 00 GN
l- 00 N :1
C+1 M O "t
tr' M
h
00
Z
9
U
v� Q
sa
0
0
U �
Ln
Ln
�o b
a
7 H
u Q
°z
O
00 U
n
w
(� U U
o c