WQ0035595_Modification_20200908 (2)

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Is this a complete
application?* Complete App Date
r Yes r No 09/08/2020
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
Facility Name
County
Fee Category
Major
Signature Authority
Organization
Granville Farms RLAP
Edgecombe
Signature Authority Title
Signature Authority Email
Document Type (if
non -application)
Email Notifications
Does this need review by the hydrogeologist?*
r Yes r No
Regional Office
CO Reviewer
Is the facility in BIMS?
r Yes r No
Fee Amount
$395

Admin Reviewer
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
r Other
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
ApplicantTermittee * 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 Residual Annual Report
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Permit Modification to increase dry tonnage for 3 sources and add approximately 72 acres of land in Bertie County.
Paper copy is being sent via USPS.
Please attach all information required or requested for this submittal to be review here.
Application Forrn Engineering Rans, Specifications, Calculations, gc.)
WQ0035595 Permit Mod Aug 2020.pdf 165.29MB
Upload only 1 RDF docurrent. Nlaltiple docurrents must be corrbined 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 8/31/2020

GRANVILLE FARMS, INC.
PERMIT MODIFICATION
CLASS B PROGRAM
WQ0035595
Submitted by:
Soil Plus
PO Box 1396
Oxford, North Carolina 27565
August 31, 2020
SOIL PLUS

SOIL PLUS
August 31, 2020
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. 200705.1310
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. Lewiston Woodville WWTP (Modified)
b. Neuse Colony WWTP (Modified)
c. Perdue WWTP (Modified)
3. Completed Land Application Site Certification Attachment
a. Curtis Brown (CB)
b. W. Rob Lewis II (RL)
c. Thelma Walton (`IV,7)
This package is designed to increase the permitted dry tonnage for (3) facilities and add (5)
fields in Bertie County totaling approximately 72 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.
Respectfully,
W V oAz,�2
PO Box 1396
Oxford, NC 27565
Drew Matthews, Soil Plus LLC
[phone]
Jason Smith, Granville Farms Inc.
dmatthewsgsoilplus. ne t
www.soilplus.net

Granville Farms, Inc.
Permit Modification
WQ0035595
o0-4 f
Residual Land Application Program
Application
Weighted Source PAN Calculations
Revised O&M Plan
Residual Source Certification
Attachment
Lewiston Woodville WWTP
Anahytical/Field Loading Calculations
Residual Source Certification
Attachment
Neuse Colony WWTP
Analytical/Field Loading Calculations
Residual Source Certification
Attachment
Perdue WWTP
Analytical/Field Loading Calculations
Land Application Site Certification
Attachment
Site CB
Land Owner Agreement Form
Bertie Counts Board of Commissioners Notification / Maps
Soil Scientist Certification and Borings
Biosolid Utilization Calculations / Soil Samples
Site RL
Land Owner Agreement Form
Bertie Counts Board of Commissioners Notification / Maps
Soil Scientist Certification and Borings
Biosolid Utilization Calculations / Soil Samples
Site TW
Land Owner Agreement Form
Bertie Counts Board of Commissioners Notification / Maps
Soil Scientist Certification and Borings
Biosolid Utilization Calculations / Soil Samples

APPENDIX 1
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Land Application Program Application
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
L 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: jsmithA_granvillefarmsinc.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 ❑ Retained (Firm: )
Agronomist's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
4. Soil Scientist's name: License Number:
Affiliation: ❑ N/A ❑ On Staff ❑ Retained (Firm: )
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
5. Fee submitted: $395.00 (See Instruction B)
IL PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, ❑ renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00035595
Date of most -recently issued permit: October 10, 2016
Date of most -recently certified Attachment A (if different than the permit): June 5, 2020
Date of most -recently certified Attachment B (if different than the permit): June 5, 2020
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: 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: 9,526 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
26.50
34.14
252,480
325,248
Five -Year Maximum Adjusted
38.95
44.66
370,992
425,451
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
487.45
Hay
181.14
Pasture
Total:
668.59
Methods
Surface
668.59
Incorporation or Injection
Total:
668.59
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
5,049.61
6,504.97
7,419.84
8,509.02
100
2,524.80
3,252.48
3,709.92
4,254.51
150
1,683.20
2,168.32
2,473.28
2,836.34
200
1,262.40
1,626.24
1,854.96
2,127.26
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 permit will not serve as an exclusive land aDnlication nroaram_ 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;
❑ 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;
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.
R
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 IN 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 §143-215.613, 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.
_?
Signature: Date:
FORM: RLAP 03-15 Page 4 of 4

Source
Dry Ton
Avg
1st Yr.PAN(Sur)
Weighted Avg.
lbs/Dt
hit Yr PAN(Inj)
Weighted Avg
lbs/Dt
Sth Yr PAN (Surface)
Weighted Avg
lbs/DT
Sth Yr PAN(Inj)
Weighted Avg
lbs/DT
Ahoskie WWTP
280.00
2.94%
7,325
215.31
0.43
7,521
221.07
0.44
11,180
328.62
0.66
11,326
332.91
0.67
Amherst
10.00
0.10%
19,455
20.42
0.04
20,801
21.84
0.04
30,669
32.20
0.06
31,669
33.24
0.07
Arbor Hills
10.00
0.12%
18,314
21.98
0.04
22,824
27.39
0.05
27,346
32.82
0.07
30,695
36.83
0.07
Ashley Hills
20.00
0.21 %
19,382
40.69
0.08
20,877
43.83
0.09
30,500
64.04
0.13
31,610
66.37
0.13
Avocet
10.00
0.10%
17,634
18.51
0.04
24,519
25.74
0.05
25,413
26.68
0.05
30,526
32.04
0.06
Barday Downs
10.00
0.10%
21,070
22.12
0.04
21,947
23.04
0.05
29,466
30.93
0.06
30,117
31.62
0.06
Beachwood
10.00
0.10%
15,262
16.02
0.03
17,207
18.06
0.04
23,123
24.27
0.05
24,568
25.79
0.05
Birchwood RV Park
10.00
0.12%
24,374
29.25
0.06
36,994
44.39
0.09
37,406
44.89
0.09
39,352
47.22
0.09
Briar Chapel Development
30.00
0.31 %
14,003
44.10
0.09
14,997
47.23
0.09
21,661
68.22
0.14
22,399
70.54
0.14
Briarwood
30.00
0.31 %
20,507
64.58
0.13
25,807
81.27
0.16
30,433
95.84
0.19
34,369
108.24
0.22
Carolina Meadows
50.00
0.52%
2,039
10.70
0.02
2,560
13.44
0.03
3,034
15.92
0.03
3,421
17.96
0.04
Chapel Ridge WWTP
10.00
0.12%
5,146
6.18
0.01
5,306
6.37
0.01
8,095
9.71
0.02
8,213
9.86
0.02
CMSD WWfP
319.00
3.35%
21,394
716.43
1.43
23,029
771.18
1.54
31,023
1,038.88
2.08
32,237
1,079.53
2.16
Cole Park Plaza
10.00
0.10%
10,304
10.82
0.02
12,864
13.50
0.03
15,271
16.03
0.03
17,172
18.03
0.04
Colvard Farms
10.00
0.10%
17,994
18.89
0.04
18,669
19.60
0.04
28,524
29.94
0.06
29,025
30.47
0.06
Cottonwood/Baywood WWTP
10.00
0.12%
14,096
16.92
0.03
14,351
17.22
0.03
22,379
26.85
0.05
22,568
27.08
0.05
Crooked Creek
25.00
0.26%
9,939
26.08
0.05
10,466
27.47
0.05
14,903
39.11
0.08
15,295
40.14
0.08
Cross Creek
10.00
0.10%
18,249
19.16
0.04
22,484
23.60
0.05
27,272
28.63
0.06
30,417
31.93
0.06
Deerchase
10.00
0.10%
17,417
18.28
0.04
20,398
21.41
0.04
26,850
28.19
0.06
29,063
30.51
0.06
Govenoi s Club
20.00
0.21 %
22,214
46.64
0.09
25,799
54.17
0.11
32,868
69.01
0.14
35,530
74.60
0.15
Hasenuee
30.00
0.31 %
28,955
91.19
0.18
29,423
92.66
0.19
45,364
142.86
0.29
45,712
143.96
0.29
Hawthorne
100.00
1.05%
13,788
144.74
0.29
14,356
150.70
0.30
21,257
223.15
0.45
21,679
227.58
0.46
Hominy Creek
1,500.00
15.75%
2,184
343.90
0.69
4,109
647.02
1.29
2,689
423.42
0.85
4,273
672.84
1.35
Kenly Regional WWTP
318.00
3.34°/
13,676
456.54
0.91
15,466
516.29
1.03
18,959
632.90
1.27
20,289
677.29
1.35
Kings Grant
10.00
0.10%
17,039
17.89
0.04
17,276
18.14
0.04
27,184
28.54
0.06
27,360
28.72
0.06
Knightdale MHP
15.00
0.16%
20,009
31.51
0.06
26,734
42.10
0.08
28,960
45.60
0.09
33,954
53.47
0.11
Lake Ridge
10.00
0.10%
10,211
10.72
0.02
12,316
12.93
0.03
15,408
16.17
0.03
16,971
17.82
0.04
Lake Royale WWTP
10.00
0.10%
7,065
7.42
0.01
8,375
8.79
0.02
10,549
11.07
0.02
11,522
12.10
0.02
Lewiston Woodville WWTP
50.00
0.52%
6,752
35.44
0.07
6,981
36.64
0.07
8,463
44.42
0.09
8,634
45.32
0.09
Mallard Crossing
15.00
0.16%
17,492
27.54
0.06
23,163
36.47
0.07
25,573
40.27
0.08
29,784
46.90
0.09
Martin County WTP
319.00
3.35%
122
4.09
0.01
204
6.83
0.01
122
4.09
0.01
204
6.83
0.01
Nature Trail
20.00
0.21 %
20,670
43.40
0.09
27,420
57.57
0.12
29,713
62.38
0.12
34,726
72.91
0.15
Neuse Colony
200.00
2.10%
16,200
340.12
0.68
18,075
379.49
0.76
24,901
522.80
1.05
26,293
552.03
1.10
Neuse River Village
15.00
0.16%
67,377
106.09
0.21
69,020
108.68
0.22
106,711
168.03
0.34
107,931
169.95
0.34
Neuse River WWTP
1,500.00
15.75%
27,028
4,255.93
8.51
38,477
6,058.73
12.12
39,275
6,184.39
12.37
47,777
7,523.15
15.05
Perdue Farms - Lewiiton
1,500.00
15.75%
12,257
1,930.03
3.86
14,267
2,246.54
4.49
18,678
2,941.11
5.88
20,170
3,176.04
6.35
Pikeville WWTP
75.00
0.79%
34,288
269.96
0.54
35,931
282.89
0.57
52,975
417.08
0.83
54,195
426.69
0.85
Plymouth WWTP
85.00
0.89%
8,633
77.03
0.15
8,792
78.45
0.16
13,490
120.37
0.24
13,608
121.42
0.24
River Mill
10.00
0.10%
1,844
1.94
0.00
1,954
2.05
0.00
2,908
3.05
0.01
2,989
3.14
0.01
Robersonville WWTP
80.00
0.84%
15,561
130.68
0.26
16,287
136.78
0.27
24,653
207.04
0.41
25,192
211.56
0.42
R-ldnidge
10.00
0.10%
22,259
23.37
0.05
23,182
24.34
0.05
24,645
25.87
0.05
25,331
26.59
0.05
Snow Hill WWTP
50.00
0.52%
14,597
76.62
0.15
14,739
77.36
0.15
20,673
108.51
0.22
20,778
109.06
0.22
Staritonsburg WWTP
50.00
0.52%
15,752
82.68
0.17
16,432
86.25
0.17
21,762
114.22
0.23
22,267
116.87
0.23
Sunset WTP
318.00
3.34%
237
7.91
0.02
409
13.65
0.03
237
7.91
0.02
409
13.65
0.03
Tar River Regional WWTP
800.00
8.40%
23,834
2,001.60
4.00
35,425
2,975.02
5.95
33,797
2,838.30
5.68
42,404
3,561.12
7.12
T. River WTP
318.00
3.34%
120
4.01
0.01
203
6.78
0.01
120
4.01
0.01
320
10.68
0.02
Tarboro WWTP
829.00
8.70%
8,968
780.44
1.56
9,311
810.29
1.62
14,230
1,238.37
2.48
14,485
1,260.56
2.52
The Legacy at Jordan Lake
20.00
0.21 %
49,435
103.79
0.21
50,216
105.43
0.21
77,382
162.46
0.32
77,962
163.68
0.33
The Preserve at Jordan Lake
20.00
0.21 %
13,408
28.15
0.06
14,358
30.14
0.06
20,656
43.37
0.09
21,361
44.85
0.09
Tradewinds
10.00
0.10%
17,483
18.35
0.04
29,383
30.85
0.06
23,485
24.65
0.05
32,322
33.93
0.07
Westfall
10.00
0.10 %
46,754
49.08
0.10
56,103
58.89
0.12
71,040
74.57
0.15
77,982
81.86
0.16
Muppoorwhill
10.00
0.10%
17,198
18.05
0.04
19,320
20.28
0.04
26,792
28.13
0.06
28,368
29.78
0.06
Wildwood Greens
15.00
0.16%
1Q,027
15.79
0.03
11,242
17.70
0.04
15,267
24.04
0.05
16,169
25.46
0.05
Wilh-smnWWTP
300.00
3.15/
1, 578
333.13
0.67
11,846
373.06
0.75
15,517
488.67
0.98
16,459
518.34
1.04
Willowbrook
10.00
0.10%
16,305
17.12
0.03
18,145
19.05
0.04
25,455
26.72
0.05
26,821
28.16
0.06
9,526.00
7,299.58
26.50
9,694.86
34.14
10,600.86
38.95
12,395.75
44.66
252,480
325,248
370,992
425,451
PAN Rate
Acres Required
Acres Required
Acres Required
Acres Required
50
5,049.61
6,504.97
7,419.84
8,509.02
100
2,524.80
3,252.48
3,709.92
4,254.51
150
1,683.20
2,168.32
2,473.28
2,836.34
200
1,262.40
1,626.24
1,854.96
2,127.26

GRANVILLE FARMS, INC.
OPERATION AND MAINTENANCE PLAN
LAND APPLICATION OF CLASS B
RESIDUAL BIOSOLIDS WQ#0035595
Revised August 2020

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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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 8/20 OGranville 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.

Influent Box
J
GRANVILLE FARMS CLASS B WWTP RESIDUAL BIOSOLIDS FLOW SCHEMATIC
Grit & Trash Aeration Basin
Removal
Ea)a
6
(ifQcn
Solids
Aerobic Digester/Storage
i 0 Crop Planting
& Growing
Transport
to Field
Land Applied
Clarifier
Discharge
Water
Disinfection
Harvesting,
I

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

GRANVILLE FARMS CLASS B WTP RESIDUAL BIOSOLIDS FLOW SCHEMATIC
Raw Water Chemical Mixer
Clea Well
i
Filter
Flocculators
Disinfection
I
Filter Backwash
Harvesting
Somlids
Reoval
Solids Storage
Liquid Truck
Loading
Transport
to Field
I
,,. • Ts 5 Crop Plantin
suswwnabl4 p g
amtn� & Growing
Land Applied

GRANVILLE FARMS O&M PLAN
MAXIMUM PRODUCTION
QUANTIFICATION & JUSTIFICATION

AVERAGE
#of
Forecasted
Requested
Gallons I
DryTons I i WWTP
Years Counted
Production
DT
1,197,400
148.85 Ahoskie WWTP
3
Ahoskie
297.70
280.00
49,317
3.72 Amherst WWTP
3
Amherst WWTP
7.45
10.00
11,125
0.95 Arbor Hills MHP
2
Arbor Hills MHP
1.90
10.00
355,675
18.09 Ashley Hills WWTP
2
Ashley Hills WWTP
36.17
20.00
59,333
4.74 Avocet
3
Avocet
9.48
10.00
27,250
1.30 Barclay Downs WWTP
3
Barclay Downs WWTP
2.61
10.00
35,967
2.57 Beachwood WWTP
3
Beachwood WWTP
5.14
10.00
52,000
2.63 Birchwood RV Park
2
Birchwood RV Park
5.25
10.00
335,067
29.34 Briar Chapel Development
3
Briar Chapel Development
58.68
30.00
76,017
4.88 Briarwood Farms WWTP
3
Briarwood Farms WWTP
9.76
30.00
687,650
69.60 Carolina Meadows WWTP
3
Carolina Meadows WWTP
139.20
50.00
18,450
3.99 Chapel Ridge WWTP
1
Chapel Ridge WWTP
7.98
10.00
169,283
18.01 Cole Park Plaza
3
Cole Park Plaza
36.03
10.00
38,150
2.70 Colvard Farms
3
Colvard Farms
5.41
10.00
42,250
0.86 Cottonwood/Baywood WWTP
1
Cottonwood/Baywood WWTP
1.72
10.00
-
- CMSD
1
CMSD
0.00
319.00
139,417
10.66 Crooked Creek WWTP
3
Crooked Creek WWTP
21.31
25.00
45,900
4.13 Cross Creek Mobile Estates
3
Cross Creek Mobile Estates
8.25
10.00
75,817
5.18 Deerchase WWTP
3
Deerchase WWTP
10.36
10.00
324,817
16.63 Govenor's Club WWTP
3
Govenor's Club WWTP
33.25
20.00
37,200
3.27 Hasentree Golf Community
2
Hasentree Golf Community
6.53
30.00
490,667
35.03 Hawthorne Subdivision WWTP
3
Hawthorne Subdivision WWTP
70.05
100.00
1,568
546.67 Hominy Creek WRF
3
Hominy Creek WRF
1093.35
1500.00
737,333
59.22 Kenly Regional WWTP
3
Kenly Regional WWTP
118.44
318.00
22,250
1.41 Kings Grant Subdivision
3
Kings Grant Subdivision
2.82
10.00
74,900
5.33 Knightdale Mobile Home Park
3
Knightdale Mobile Home Park
10.66
15.00
20,767
3.37 Lake Ridge WWTP
3
Lake Ridge WWTP
6.73
10.00
8,900
1.03 Lake Royale WWTP
1
Lake Royale WWTP
2.06
10.00
42,750
2.32 Legacy at Jordan Lake
2
Legacy at Jordan Lake
4.63
20.00
-
- Lewiston Woodville WWTP
1
Lewiston Woodville WWTP
0.00
50.00
131,183
12.62 Mallard Crossing WWTP
3
Mallard Crossing WWTP
25.23
15.00
270,833
14.35 Martin County WTP
3
Martin County WTP
28.71
319.00
133,500
6.92 Nature Trails MHP WWTP
3
Nature Trails MHP WWTP
13.85
20.00
1,760,500
136.91 Neuse Colony WWTP
3
Neuse Colony WWTP
273.82
200.00
88,617
5.56 Neuse River Village
3
Neuse River Village
11.11
15.00
884,892
120.84 Neuse River WWTP
3
Neuse River WWTP
241.69
1500.00
1,774,500
257.11 Perdue WWTP
2
Perdue WWTP
514.21
1500.00
56,000
6.27 Pikeville WTF
3
Pikeville WTF
12.54
75.00
373,333
45.85 Plymouth WWTP
3
Plymouth WWTP
91.71
85.00
136,417
7.78 Preserve at Jordan Lake
3
Preserve at Jordan Lake
15.55
20.00
4,450
- River Mill WWTP
1
River Mill WWTP
0.00
10.00
383,900
70.41 Robersonville WWTP
2
Robersonville WWTP
140.82
80.00
67,183
3.71 Rock Bridge WWTP
3
Rockbridge WWTP
7.43
10.00
248,875
32.77 Snow Hill WWTP
2
Snow Hill WWTP
65.54
50.00
140,000
12.50 Stantonsburg WWTP
3
Stantonsburg WWTP
24.99
50.00
2,044,000
322.19 Sunset WTP
3
Sunset WTP
644.37
318.00
12,616,500
1,234.21 Tar River Regional WWTP
3
Tar River Regional WWTP
2468.43
800.00
5,208,000
675.34 Tar River WTP
3
Tar River WTP
1350.67
318.00
2,935,333
436.77 Tarboro WWTP
3
Tarboro WWTP
873.54
829.00
61,400
5.01 Tradewinds WWTP
3
Tradewinds WWTP
10.03
10.00
74,250
6.43 Westfall WWTP
2
Westfall WWTP
12.86
10.00
36,633
2.08 Whippoorwill Valley WWTP
3
Whippoorwill Valley WWTP
4.17
10.00
114,217
14.98 Wildwood Green WWTP
3
Wildwood Green WWTP
29.96
15.00
537,333
43.02 Williamston WWTP
3
Williamston WWTP
86.05
300.00
74,533
4.43 Willowbrook WWTP
3
Willowbrook WWTP
8.87
10.00
8,969.06
9,526.00

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 WWI'P
32
Williamston WNWP
26
Whippoorwill WWrP
27
Wildwood Green WWrP
12
Willowbrook WXWP
28

N
W E
S
H
c��11
Pinewood Manor Rest Home Ahoskie WWTP
HERTFORD 81 ( Ahoskier3
Ahoskie
Legend
0 NC Sources
— Road
❑County Boundary BERTIE
❑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 Ahoskie, North Carolina 1
Date: January'17 Soil Plus Project # 200705.C10

N ll
m
084 z
NW E_ n
� �083 N15 SR-1568 �
s SR-1593 _39
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a
S
❑Source Location
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Creek
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o u
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sR
Stream
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F
L County Boundary
s _4813
❑ Municipal Boundary
N
0.5 0.25 0
0.5 39
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SR-4rini
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SO4L fL Us
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Fuquay-Varina, North Carolina
2
Date: Sept'16
Soil Plus Project # 200705.G10

N Y
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v
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Stream �ee�
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0 Municipal Boundary
Miles
141
Scale: 1 inch = 1 miles SOURCE LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ000838)
Reviewed by: Holly Springs, North Carolina 3
Date: Nov'17 Soil Plus Project # 200705.D10

N
�W E
S
6
SR-2680
SR-26 55
t�
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jI
Legend
n
❑Source Location x
— Road U �J
Stream
LCounty Boundary sR z6�s �s =
❑ Municipal Boundary 0.5 0.25 0 0.5
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
� �- T Figure
Drawn by: CSC SOIL
1L L V s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Raleigh, North Carolina 4
Date: Sept'16 Soil Plus Project # 200705.G10

N
i
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Apex
SR-1448
130� C \
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Legend
❑Source Location Holly Springs
sg
— Roads
o �
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LCounty Boundary
❑ Municipal Boundary o 0.5 0.25 0 0.5
Miles
IN
Scale: 1 inch = 0.5 miles LOCATION MAP
O 1pflr ltJ T Figure
Drawn by: CSC S s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Cary, North Carolina 5
Date: Sept'16 Soil Plus Project # 200705.G10

I
SR-2001 j
ORANGE ! �� DUI
10
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N
a
s
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of
Jordan Lakel
Legend
SR-1773
Source Location
— Road New Hope Rv Arm of B. Everett Jord
0-0 Stream
�' New Hope River Arm of B. Everett J
' County Boundary �J
[I 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 PL U s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Durham, North Carolina 6
Date: Sept'16 Soil Plus Project # 200705.G10

N c 1602 ^tip`
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\ ti 1�1 Cole Park Plaza
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1606
a
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o Dogwood Veterinary Hospital
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1717
Legend 1618 c
❑ NC Sources ~ Fearrington Village
1623
Stream 1779 ASS
—Road w c 1803
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ti
CountyBoundary
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Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS GFI Land Application Permit (WQ000838)
Reviewed by: CSC Chapel Hill, North Carolina 7
Date: April'17 Soil Plus Project # 200705.G10

N
s
I�
DURHAM
---- ---- Colvard Farms
4I/
THAM
1103
Durham
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Legend °
Cary �,��`
Source Location �ti�
— Road ���G� Cary
• Stream
r- I'
' County Boundary North/}e�a�st Creek
M F Municipal Boundary rgan Creek Arm of New Hop River Arm of B. Everett Jo F\
Surface Water I 0.5 0.25 0 0.5
Miles Morgan Cree me u in g t e Morgan Creek Arm of New Hope River Arm of B. Everett ]o'rdan Lake 'ry
Scale: 1 inch = 0.5 miles T T LJ r LOCATION MAP Figure
Drawn by: CSC SOIL L• PL S GFI Land Application Permit (WQ0035595
Reviewed by: CSC Durham, North Carolina 8
Date: Sept'16 Soil Plus Project # 200705.G10

lj
1801
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cn
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PITT
1909
1910
District WWTP
LENOIR
District WWTP
Legend Neuse River / Neuse'River
❑ NC Sources
— Road
❑County Boundary CRAVEN
❑Municipal Boundary
0.5 0.25 0 0.5
❑ River
Miles
55
Scale: 1 inch = 0.5 miles LOCATION MAP Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC 40WWPGrifton, North Carolina 9
Date: January'17 Soil Plus Project # 200705.C10

N
kE
W S
Wake Forest
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ake Forest
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Legend
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Source Location
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sR��82
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[_-'County Boundary
[I Municipal Boundary
Surface Water
0.5 0.25 0
0.5
sR-22,25
Miles
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LOCATION MAP
Figure
Drawn by: CSC
SOIL PL U s
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Wake Forest, North Carolina
10
Date: Sept'16
Soil Plus Project # 200705.G10

N u,
N � �
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571.4— -9-119
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N
— Road
County Boundary Raleigh
Municipal Boundary
M River 0.5 0.25 0 0.5
C Miles
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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

s s
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SR-3241
Source Location
r�
— Road
a
M o
Raleigh
— Stream
SR-9305
[--'County Boundary
SR-3363 SR-3303
[ I Municipal Boundary
Raleigh
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leigh
p
,� 0.5 0.25 0 0.5
s� Miles
V
Scale: 1 inch = 0.5 miles
T
LOCATION MAP
Figure
Drawn by: CSC
�- T
P
SOIL 1L J f lJ s
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Raleigh, North Carolina
12
Date: Sept'16
�Soi7plus Project # 200705.G10

\�
c
N
1613
1695 \
264
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1607
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1608
r.
Wilson Reclaimed Water -Distribution System
0C
.o
1692
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Wilson WWTP
WIJ7
4j1 J
1696
1697
1615 1614
Legend
1616
NC Sources
Road 1617 1623
County Boundary
Municipal Boundary ------- Lti
Black Creek 0.5 0.25 0 0.5
❑ River
ack Creek Mlles
1 %2�
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Wilson, North Carolina 13
Date: January'17 Soil Plus Project # 200705.C10

R ��-_ SR_4114 64 SR 5230 SR-5241 �� Wendell
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ti
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- 5�.4130
SR-4198
Neuse River
0 Y
Legend
Source Location
— Road '
Stream —
� J _County Boundary -' JOHNSTON Clayton
[I Municipal Boundary
Surface Water s Uk 0.5 0.25 0 0.5
�I�
�t Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
P T r T Figure
Drawn by: CSC SOIL
1L J f lJ s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Clayton, North Carolina 14
Date: Sept'16 Soil Plus Project # 200705.G10

I SR-1214
N \
`S 1S
\ V
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w e /I 1 SR-1100
S
SR 1633 r � 1 �c __/_ _ --------A ------
ti� I �
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I
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Durham
^� I
Legend • v
.Source Location
— Road
SR-1893
Stream
1
County Boundary
❑ Municipal Boundary �a SR-1893 Ilk
Surface Water �L0.5 0.25 0 0.5
�I Miles
ur am 6r-ham
Scale: 1 inch = 0.5 miles LOCATION MAP
OIL PL �- V T Figure
Drawn by: CSC S s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Durham, North Carolina 15
Date: Sept'16 Soil Plus Project # 200705.G10

N
New Hope River Arm of
W E \S
171Ar
1782
The Preserve at
C /
The Legacy at Jordan Lak
New Hope Rv
8544
Lake
ss Park
1 749
I-
8582
8592
Legend 8S8S
,� 8584
❑ NC Sources o~
— Road
New Hope Rv Arm of B. Everett Jord A.
❑ County Boundary S6os
'200
❑Municipal Boundary �
❑ River 0.5 0.25 0 0.5
Milesc
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Chapel Hill, North Carolina 16
Date: January'17 Soil Plus Project # 200705.C10

SR-2224
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�W E NSR-4657
ff Raleigh W x _ Tradew ds
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Mallard
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N
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Kinightdale
Source Location
— Road
• Stream
r ' L_JCount Y Boundary
L Municipal Boundary
R'
Surface Water
0.5 0.25 0
0.5
y
Miles
ightdale
"igntame
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
T
PLUS
SOIL L V S
GFI Land Application Permit (WQ0035595)
Reviewed by: CSC
Raleigh, North Carolina
17
Date: Sept'16
Soil Plus Project # 200705.G10

{ � ,
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& `
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\ %
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c SR- 1913
A
❑ Municipal Boundary /
Sufic Waterƒ 4 R5 C2 O C5
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Scale: 1 inch s 0.5mile LOCATION MAP Figure
pq+a by: CSC SO& Pt Us Gq Land Application Permil 99m3595
Reviewed by: CSC Clayton, North Carolina $ S
p#w Se t' 6 Soil Au Project # 200705.G10

l^
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S
ti
1542
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Pikeville Wastewater Treatment Fa
WANE ,
1322
s IS�4
1S4S
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Legend 2304
NC Sources J
"o
— Road o 0
❑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 SOIL 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
River
River
E
R
Plymouth WWTP
�; 1�50
WASHINGTON,'
13�0
00
cc
1328
Legend
1325
❑ NC Sources
�J
— Road Plymouth w J
❑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 Plymouth, North Carolina 20
Date: January'17 Soil Plus Project # 200705.C10

N �� s� �9�� s� �� 14"
W E /� 1 \ A J ( S _
5� "o
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ti
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n
�.
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s, W
Raleigh
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' Wake Forest
ti
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2 0
SR_3697
Legend
Source Location
Wake Forest D
— Road
Stream
J �o County Boundary 0'
[I Municipal Boundary
0.5 0.25 0 0.5
Surface Water
Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
P Figure
Drawn by: CSC SOIL 1L L Us GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Raleigh, North Carolina 21
Date: Sept'16 Soil Plus Project # 200705.G10

N
v 13
w E I30
0 13
/ s
i
64 1%
Ro
11,66
e W TP
)1438
0
w
I
WSJ
1148
o�
0
Legend
❑ NC Sources
PITT
— Road
❑County Boundary
❑Municipal Boundary
❑ River 0.5 0.25 0 0.5
1,7 Miles
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Robersonville, North Carolina 22
Date: January'17 Soil Plus Project # 200705.C10

N
S
1O/
Hill
I
I
4
Snow Hill WWTP
ENE y
k
\C
903 1
Legend v
❑ NC Sources V
— Road �
❑County Boundary ~ 0 1
❑Municipal Boundary
❑River 0.5 0.25 0 0.5
�lo� 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
00
W
539-J WILSON
Stantonsburg WWTP
G
GREENE
1235
00
111%
1230
1232 N�
ti
Legend
❑NC Sources N
— Road
❑County Boundary
❑Municipal Boundary
tiN
❑River 1225 0.5 0.25 0 0.5
Miles
CV
H
Scale: 1 inch = 0.5 miles LOCATION MAP
Figure
Drawn by: CSC SOIL PLUS Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC Stantonsburg, North Carolina 24
Date: January'17 Soil Plus Project # 200705.C10

N
_w E
s
1212
1351
1344
0
M
Js
�O
121 �
15�
VO�
Tarboro
1
1`L$�
MBE
00�
W
W
111
Legend
❑ NC Sources
— Road
❑County Boundary
❑Municipal Boundary
❑ River
0.5 0.25 0 0.5
1
TNiiiiiiiiiiiii Miles
A
Scale: 1 inch = 0.5 miles
LOCATION MAP
Figure
Drawn by: CSC
SOIL PLUS
Granville Farms, Inc. Class B (WQ0035595)
Reviewed by: CSC
Tarboro, North Carolina
25
FDate: January'17
[Soil
Plus Project # 200705.C10

N
W E
S \
ROANOKE RNER BERTIE
1450
"%r Williamston WWTP
<1 1581
Williamston
1
ti^ J
l� 1598
J
Martin County WTP
MARTIN
1124
00
� 120g
N
0
o�
4654
4655
1125
Legend
❑ NC Sources
— Road
❑County Boundary
❑Municipal Boundary s
0
❑ River lIIB 1�01 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 Williamston, North Carolina 26
Date: January'17 Soil Plus Project # 200705.C10

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Drawn by: CSC SO s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Zebulon, North Carolina 27
Date: Sept'16 Soil Plus Project # 200705.G10

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P �- T Figure
Drawn by: CSC SOIL L V s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Garner, North Carolina 28
Date: Sept'16 Soil Plus Project # 200705.G10

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Scale: 1 inch = 1 miles
SOURCE LOCATION MAP
Figure
Drawn by: CSC
SOIL
PLUS
WQ0035595 O&M PLAN
29
Reviewed by:
Lewiston -Woodville, North Carolina
Date: Aug'17
Soil Plus Project # 200705.C10

N
W E
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Knig
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— Road
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County Boundary
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Miles
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_
SOURCE LOCATION MAP
Figure
Drawn by: DM
T r
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GFI Land Application Permit (WQ0035595)
Reviewed by:
—OtKnightdale,
North Carolina
30
Date: June'18
Soil Plus Project # 200705.D10

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P �- T Figure
Drawn by: CSC SOIL L V s GFI Land Application Permit (WQ000838)
Reviewed by: CSC Kenly, North Carolina 31
Date: Sept'16 Soil Plus Project # 200705.G10

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SOURCE LOCATION MAP
Figure
Drawn by: CSC
SOIL PLUS
GFI Land Application Permit (WQ0035595)
Reviewed by:
494sarpolp,
Chapel Hill, North Carolina
32
Date: Nov'17
Soil Plus Project # 200705.D10

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Drawn by: CSC S ltJ s GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Rocky Mount, North Carolina 33
Date: Sept'16 Soil Plus Project # 200705.G10

N
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US Figure
Drawn by: CSC SOIL 1L L US GFI Land Application Permit (WQ0035595)
Reviewed by: CSC Rocky Mount, North Carolina 34
Date: Sept'16 Soil Plus Project # 200705.G10

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Reviewed by: CSC Rocky Mount, North Carolina 35
Date: Sept'16 Soil Plus Project # 200705.G10

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Figure
Drawn by: DM SOIL PLUS GFI Land Application Permit (WQ0035595)
Reviewed by: Durham, North Carolina 36
Date: June'19 Soil Plus Project # 200705.G10

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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

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Figure
Drawn by: DM SOIL PL Us GFI Land Application Permit (WQ0035595)
Reviewed by: Bunn, North Carolina 38
Date: June'19 Soil Plus Project # 200705.G10

APPENDIX 2
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RS CA
Lewiston Woodville WWTP
Field Loading Calculations
Analytical

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Granville Farms, Inc.
Status
Code a
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current n
Proposed
M
Perdue Farms - Lewiston
Perdue WWTP
Bertie
NCO028835
800
1,500
M
AQUA North Carolina,
Inc.
Neuse Colony WWTP
Johnston
NCO064564
100
200
M
Town of Lewiston
Woodville
Lewiston Woodville
WWTP
Bertie
NC0023116
25
50
'Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
'The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
FORM: RSC 11-13 Page 1 of 1

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
l?ivision of hater Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Lewiston Woodville WWTP
2. Facility permit holder is: ❑ Federal, I State, 0 Local Government, or 0 Private.
Facility permit issued by: IL Div. of Water Resources, Div. of Environmental Health,
or U Other (explain: _).
3. Facility contact person and title: James Pugh
Complete mailing address: 103 W. Church Streel
City: Lewiston Woodville State: Zip: 27849-
Telephone number: M) 348-2824 E-mail address: lewistonwoodvilleA_gmail.conl
4. Facility physical address: 346 NC Highway 1�
City: Mwiston Woodville State: NC Zip: 27849-
Coordinates: Latitude: 36' 8' 35" Longitude: 77,° 9' 53"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement: GIS
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: = 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: 0.64 MG Aeration Basin
Type and volume of residuals storage (i.e., outside of residuals treatment units): F,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 ❑ 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: P 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: Meritech, Inc. and Date of analysis: 7/26 2
Passed corrosivity test: []I yes r no. pH: 6.4 s.u. (2 < pH < 12.5)
Passed ignitability test: M yes p no. Flashpoint: - OF (> 140°F)
Passed reactivity test: Eyes Mno. HCN: <0.500 mg/kg (<250) & H2S: - mg/kg (<500)
TCLP Parameter
Limit
(mgfi)
Result
(mgfi)
TCLP Parameter
Limit
(mg17)
Result
(mg17)
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-Trichloropheno1
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: h4eritech, Inc. and Date of analysis: -
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
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 (landfill): 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)
W > 0 but < 25
30
200
210
19 > 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: 14eritech, Inc. and Date of analysis: -
Parameter
Result
(mg1kg)
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 IL 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): JJ 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: ia
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 (11) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
6,752
8,463
Injection/Incorporation
6,981
8,634
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None Kno

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:
C1 A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
id 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):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
EJ Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, A heat drying, 71 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, I
air drying, ❑ anaerobic digestion,
El composting, or lime stabilization.
c. For Surface Disposal:
rl Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
J Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
J Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
J 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:
El Alternative 1 [15A NCAC 02T.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
El 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).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
El Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
El Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
El Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
id 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 WW P
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)
TKN
(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
1st 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 8,463 16.93
Total 8,634 17.27

Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Revised Date.
Report Date:
Project:
Date Sample Rcvd:
81512019
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 350.1
TKN
13,400 mg/kg
B12119
20 mg/kg
EPA 351.1
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 200.7
Cadmium, total
1.76 mg/kg
7/17/19
0.20 mg/kg
EPA 200.7
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 245.1
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 200.7
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.
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-20-ZO13 Chain of Custody Record (COC)
NPDES#:
Client: SoilPlus
Box 1396 Phone: 252-8$3-9301
Address. Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Project: Lewiston
P.O.#:
Turn Around Time*
Attention: *Ruses work needs prior approval.
How would you like your report sent?
Circle all that apply: Email(preferred}, Fax, Mail Std 10days) 3-5 Da s 70.-dRHrs
X
MERITECH INC.
►
ENVIRONMENTAL LABORATORIES
µ 642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs•com
Sample Location and/or ID #
Sampling Dates & Times
Person Taking Sample (5ign/Print): Joshua Simkins
Lab Use Only
Start
End
`omp?
Grab?
Hof
Cont.
Test(s) Required
Ice?
�Ze No
pH OK?
Cl OK?
Date
Time
Date
Time
LW071119
7/1 1/19
G
3
Residual Analysis (Al, Ammonia-N, As, Cd, Ca, Cu, Pb,
Mg, Hg, Mb, Ni, Nitrate -Nitrite N, %TS, pH, P, K, Se,
Na, TKN, Zn)
Temperature upon
�h Receipt:
;) t .
Method of
Shipment:
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TO samples must be done in the field prior to preservation. **«
Comments: Please report Residual Analysis results in mg/kg
Please email results to [e-mail]
compositor #
Jug #
Ups
Fed Ex
Are these results for regulatory purposes? Yes ' No ��{
Report results in: mg/L mg/� ug/L
O'Hand Delivery
Relinquished by: < Date: Time: l _
p
Re iv y:� D te: JT r y2
other
R ' qu d by
ate: Time:
, "
Received by: Date: Time:
elinquished by: Date: Time:
Received by Lab: 1` "( fl l�ate:Jf / Time: ' -�

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
<0A00 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 200.7
Cadmium
<0.020 mg/L
8/7/2019
0.020
1.0
EPA 200.7
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 245.1
Selenium
<0.100 mg/L
8/7/2019
0.100
1.0
EPA 200.7
Silver
<0.050 mg/L
8/7/2019
0.050
5.0
EPA 200.7
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 8/1/2019
Semi Vol. 8270 Attached 8/8/2019
Other Tests
Parameter Results Analysis Date
8260
8270
Reporting_ Limit Method
% Total Solids
0.55 %
7/31/2019
0-100 %
SM 2540B
Cyanide, total
<0500 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)
6.4 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
X
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 07261946 Sample: LW072619 Grab
Page 2
Report Date: 8/16/2019
Project: Lewiston
Date Sample Rcvd: 7/26/2019
1311 - TCLP Pesticides & Herbicides
Pesticide - SW-846 8081A
7/26/2019
Parameter
Results Analysis _Date Det. Limit Reg. Lim.._. -.it 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 I have reviewed and approve these data.
drMLLL'
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.(336)34Z-1522

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
Reg. 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: 08/08/19
Extraction:
08/05/19
Analyst: PM
Report Date:
08/09/19
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
I0
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 liereby certify that I Itave reviewed and approve these data. / //4�n -�f J
Laboratory Representative
642 Tamco Road * Reidsville, NC 27320
[phone] * [e-mail]

ESQ
LAboRATCORiES,
Ancolyticc3l/Prc)coss Consultcltions
Toxicity Characteristic Leachate Procedure (TCLP) Analysis for Meritech, Inc., collected 25-26 July 2019}
07261946 07261948 072519125
EPA HW Quantitation Results Results Characteristic
Number Contaminant Limit(miz/L) (mff/L me L Leyel(me/L) EPA Method Analvst
I. TCLP PESTICIDES/HERBICIDES
D-020
Chlordane
D-016
2,4-D
D-012
Endrin
D-031
Heptachlor
13-0I3
Lindane
D-014
Meihoxychlor
D-015
Toxaphene
D-017
2,4,5-TP(Silvex)
Sample Number
Sample Date
Sample Time (hrs)
Sample Matrix
Date Analyzed
0.003
BQL
BQL
BQL
0.030
8081
MG
1.000
BQL
BQL
BQL
10.0
8151
MG
0.002
SQL
BQL
BQL
0.020
8081
MG
0.0008
BQL
BQL
SQL
0.008
8081
MG
0.040
BQL
BQL
BQL
0.400
8081
MG
1.000
BQL
BQL
SQL
10.0
8081
MG
0.05
BQL
BQL
BQL
0.500
8081
MG
0.100
BQL
BQL
BQL
1.00
8151
MG
70007-01
70008-01
70009-01
07/26/19
07/26/19
07/25/19
0947
0900
0945
Sludge
Sludge
Sludge
09/07-08110/19
08107-08/14/19
08/07-08/1011.9
mglkg — milligrams per kilogram = parts per million (ppm) SQL = Below Quentilation Limits

3-zo-Zo13
Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax. [phone]
M E R I T E C H 1 INC,
ENVIRONMENTAL LABORATORIES
Oxford, NC 27565 Email: [e-mail]
"
642 Tamco Rd. Phone: [phone]
Project: Lewiston
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
P.O.#:
Turn Around Time*
Attention: *RUSH work needs prior approval.
How would you like your report sent?
www.meritech-labs.co i �Y1 l
Circle all that apply: Email (preferred), Fax, Mail Std(lOdays) 3-5 Da 5 24-4RMrs
X
Sampling Dates & Times
Person Taking Sample (Sign/Print): Joshua Simkins Lab use Only
Sample Location and/or ID # Start End
Date Time Date Time
?
Comp.
Grab?
#of
Cont.
Test(s) Required
on Ice?
Yes / No
pH OK?
CI OK?
LW072619
7/26/19 �f,1yLj
G
1
Pull TCLP (Ignitability, Corrositivity, Reactivity) t4
Temperature Upon
Method of
Shipment:
? Receipt:
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TO samples must be done in the field priorto preservation.
Compositor#
Comments: Please report TCLP results in mg/L
UPS
Q Fed Ex
Q' Hand Delivery
Please email results to [e-mail] 1jug #
Are these results for regulatory purposes? Yes 14, No Report results in: mg/L mg/kg uglL',
Relinquished by: Date: Time: Received by � at Time: � z,
Other
Relinquished by: / r7
v �
Relinquished by: Date:
Time: Received by: Date: Tim
Time: Received by tab: Time:
G

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 2540E
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
Results
Analysis Date Reporting Limit
Method
% Total Solids
0.96 %
7/31/19 0-100 %
SM 2540B
Fecal Coliform (Sludge)
947 col/g dry wt 7/26/19 208 cal/g dry wt
SM 9222D
Meritech Work Order #
07261941
Sample: LW072619 (003) Grab
7/23/19
Parameters
Results
Analysis Date Reporting Limit
Method
% Total Solids
0.90 %
7/31/19 0-100 %
SM 2540B
Fecal Coliform (Sludge)
1,010 cal/g dry wt 7/26/19 208 col/g dry wt
SM 9222D
Meritech Work Order #
07261942
Sample: LW072619 (004) Grab
7/23/19
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
1.01 %
7/31/19
0-100 %
SM 2540E
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 0-100 % 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 Results Analysis Date, Reporting Limit
% Total Solids 0.96 % 7/31/19 0-100 %
Fecal Coliform (Sludge) 2,841 col/g dry wt 7/26/19 208 col/g dry wt
Meritech Work Order # 0726194S Sample: LW072619 (007) Grab
7/26/19
Method
SM 2540B
SM 9222D
7/26/19
Parameters Results Analysis Date Reporting Limit Method
% Total Solids
0.88 %
7/31/19
0-100 %
SM 2540B
Fecal Coliform (Sludge)
2,583 col/g dry wt
7/26/19
208 col/g dry wt
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]

Chain of Custody Record (COC)
NPDES#:
3.20-ZO13
Client: Soil Plus
Phone:.[phone] _
M E RITECH, INC.
Address: PO Box 1396
Fax: 919-69a-1157
ENVIRONMENTAL LABORATORIES
Oxford, NC 27565
Email: [e-mail]
642 Tam co Rd. Phone: [phone]
Project: Lewiston
Reidsville NC 27320 Fax: [phone]
P.O.#:
Email: [e-mail]
Attention:
Turn Around Time*
*RUSH work needs prior approval.
How would you like your report sent?
www.meritech-laos.com
Circle all that apply: Email (preferred) JFax,
Person Taking sample (sign/Print):
Joshua Simkins
Mai! Std (lo days)
3 - S Da s 74- 4R Hry
Lab Use Only
Sampling Dates
� g
& Times
Sample Location and/or ID #
Start
End
comp?
#of
Test(s) Required
on Ice?
Yes / No
pH OK?
Cl OK?
Date
Time
Date
Time
Crab?
Cont.
LW072619
(001)
07/26/2019
CI ,
G
1
Fecal Coliform / % Total Solids
LW072619
(002)
07/26/2019�
G
1
Fecal Coliform 1 % Total Solids
LW072619
(003)
07/26/2019
. c
G
1
Fecal Coliform / 9% Total Solids
LW072619
(004)
07/26/2019
,
G
1
Fecal Coliform / % Total Solids
,
LW072619
(005)
7/26/2019',t
G
1
Fecal Coliform / % Total Solids
LW072619
(006)
7/26/2019
q:5 ,
G
1
Fecal Coliform 1 % Total Solids
LW072619
(007)
7/26/2019
G
1
Fecal Coliform 1 % Total Solids
Temperature Upon
s` Receipt:
Method of
*� * Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Compositor #
Comments:
Shipment:
Please email results to [e-mail]
UPS
Jug #
Fed Ex
Are these results for regulatory purposes? Yes No Q Report results in:
mg/t Q1 mg/kg CJ ug/L
Hand Delivery
Relinquished by: G Date: Time: Received by:
Q 1aky
77zto
Time
Other
`
uiTime: Received by:
Relinqshed by
2tf
Date:
Tim((e:
Relinquished by: Date: Time: Received by Lab: # -
�Dat�:�
Time: C,
1f,l 1

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 Work Order # 07261947 Sample: LW072619 Grab 7/26/19
Total Solids Volatile Solids % Volatile Solids
Week 1 0.840 0.350 0.419
Week 2
0.740
0.310
0.425
Week 3
0.710
0.280
0.395
Week 4
0.760
0.290
0.380
Week 5
0.620
0.250
0.396
Mass Balance Equation = 5.39% Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that I have reviewed and approve these data. JAY " w kA f
Labor tory Representative
642 Tarnco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

�_�zaY3 Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
M E R I TE C H, INC.
ENVIRONMENTAL LABORATORIES
Oxford, NC 27565 Email:[e-mail]
642 Tamco Rd. Phone: [phone]
Project: Lewiston
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
P.O-#:
Attention_ TurnAroundn eu s prorTime*
*RUSH work needs prior approval.
How would you like your report sent?
he
www.meritech-abs.com
Circle all that apply: Emailtpreferred}, Fax, Mail Std(10days) 3-s Da 9 )a-ARHrc
X
Sampling Dates &Times
Person Taking Sample (sign/Print): Joshua. Simkins Lab Use Only
Sample Location and/or ID # Start End
Date Time Date Time
7
pomp.
Grab?
#°
Cont.
Test(s) Required
On Ice?
Yes, No
pH 00
Cl OK?
LW072619
7/26/19
C ; 9F
G
1
30 Day Bench Scale Test
Temperature Upon
.? Receipt:
11 #Compositor
Method of *** Dechlonnation (<0-5 porn) of Ammonia, Cyanide, Phenol and TKO[ samples must be done in the field priorto preservation. *** Io
Comments:
Shipment: Please email results to [e-mail]
UPS Jug #
Fed Ex Are these results for regulatory purposes? Yes No C l` Report results in: mg1L gip; mg/kg ug/L `
Hand Delivery
Relinquished by: Date: Time:
1�J 11 4
Received by:. _ Tim
Other
Relinquish rr ©fie:/ Time: 2—
L® �
Received by: Date: Time:
Relinquished by: Date: Time:
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APPENDIX 3
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RSCA
Neuse Colony WWTP
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
l?ivision of hater Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Neuse Colony WWTI�
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: IL Div. of Water Resources, Div. of Environmental Health,
or El Other (explain: _).
3. Facility contact person and title: Ap�dy Stev
Complete mailing address: 202 MacKenan Court
City: = State: Zip: 27597-
Telephone number: [phone] E-mail address: RBTuFps(a Nuaamerica.com
4. Facility physical address: 2043 NC Hwy 42
City: Clayton State: NC Zip: 27527-
Coordinates: Latitude: 35' 38' 46.6" Longitude: 78. 24' 13"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement: GIS
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: M MGD and facility average daily flow: M 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: 0.35 MG Dual Aeration Basin
Type and volume of residuals storage (i.e., outside of residuals treatment units): 40,000 Gallon Sludge 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 ❑ 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: P 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: Mod and Date of analysis: =
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: = OF (> 140°F)
Passed reactivity test: Eyes Mno. HCN: M mg/kg (<250) & H2S: _ mg/kg (<500)
TCLP Parameter
Limit
(mg/l)
Result
(trig/I)
TCLP Parameter
Limit
(mg/7)
Result
(mg/7)
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-Trichloropheno1
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: h4eritech, Inc. and Date of analysis: 4/28/2020
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
<2.25
Cadmium
85
39
<0.45
Copper
4,300
1,500
115
Lead
840
300
2.72
Mercury
57
17
0.068
Molybdenum
75
n/a
3.67
Nickel
420
420
6.94
Selenium
100
100
<2.25
Zinc
7,500
2,800
716
b. For Surface Disposal Unit (landfill): 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)
W > 0 but < 25
30
200
210
19 > 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: 14eritech, Inc. and Date of analysis: 4/28/2020
Parameter
Result
(mg1kg)
Aluminum
26,800
Ammonia -Nitrogen
3,750
Calcium
12,400
Magnesium
3,470
Nitrate -Nitrite Nitrogen
<450
pH (Standard Unit)
6.4
Phosphorus
24,500
Potassium
4,730
Sodium
5,540
Total Kjeldahl Nitrogen
50,000
c. Using the results listed in Item IL 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: 30 %. This
rate is a (check one): JW 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: ia
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 (11) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
16,200
24,901
Injection/Incorporation
18,075
26,293
6. Other Pollutants Determination: Specify 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:
C1 A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
id 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):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
EJ Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, A heat drying, 71 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, I
air drying, ❑ anaerobic digestion,
El composting, or lime stabilization.
c. For Surface Disposal:
rl Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
J Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
J Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
J 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:
El Alternative 1 [15A NCAC 02T.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
El 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).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
El Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
El Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
El Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
id 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 Neuse Colony WW P
Sampling Date 4/28/2020
Solids 2.22
Mineralization Rate 0.30
Gallons per DT 10,802.17
pH 6.4
Sodium Absorpotion 1.68 <5.0 Safe 5.0 - 10.0 Careful Management > 15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 50,000 lbs./1,000 gal 9.26
Ammonia Nitrogen (mg/Kg) 3,750.00 lbs./1,000 gal 0.69
Nitrate -Nitrite (mg/Kg) 450.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 16,200 lbs./1,000 gal 3.00
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 18,075 lbs./1,000 gal 3.35
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 0.88
Phosphorus lbs./1,000 gal 4.54
Calcium lbs./1,000 gal 2.30
Magnesium lbs./1,000 gal 0.64
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
2.25
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
0.45
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
115.00
Copper lbs./1,000 gal
0.02
Lead (mg/Kg)
2.72
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.07
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
6.94
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
2.25
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
716.00
Zinc lbs./1,000 gal
0.13
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)
50,000
16,200 32.40
33,800
50,000
18,075 36.15
31,925
33,800
5,070 10.14
28,730
31,925
4,789 9.58
27,136
28,730
2,155 4.31
26,575
27,136
2,035 4.07
25,101
26,575
997 1.99
25,579
25,101
941 1.88
24,160
25,579
480 0.96
25,099
24,160
453 0.91
23,707
Equations
1 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 24,901 49.80
Total 26,293 52.59

Meritech, Inc.
Environmental Laboratory
..,. Laboratory Certification No. 165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Report Date:
Project:
Date Sample Rcvd:
5/13/2020
Neuse Colony
4/28/2020
Meritech Work Order # 042820111 Sample: NC 042820 Grab
4/28/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
2.22 %
4/30/20
0-100 %
SM 2540B
Ammonia, Nitrogen
3750 mg/kg
5/5/20
10 mg/kg
EPA 350.1
TKN
50,000 mg/kg
5/4/20
20 mg/kg
EPA 351.1
Nitrate/Nitrite, Nitrogen
<450 mg/kg
4/29/20
450 mg/kg
EPA 353.2
Aluminum, total
26,800 mg/kg
5/12/20
2.50 mg/kg
EPA 200.7
Arsenic, total
<2.25 mg/kg
5/5/20
2.25 mg/kg
EPA 200.7
Cadmium, total
<0.450 mg/kg
5/5/20
0.450 mg/kg
EPA 200.7
Calcium, total
12,400 mg/kg
5/12/20
10.0 mg/kg
EPA 200.7
Copper, total
115 mg/kg
5/5/20
1.00 mg/kg
EPA 200.7
Lead, total
2.72 mg/kg
5/5/20
0.500 mg/kg
EPA 200.7
Magnesium, total
3,470 mg/kg
5/5/20
10.0 mg/kg
EPA 200.7
Mercury, total
0.068 mg/kg
5/1/20
0.02 mg/kg
EPA 245.1
Molybdenum, total
3.67 mg/kg
5/5/20
0.500 mg/kg
EPA 200.7
Nickel, total
6.94 mg/kg
5/5/20
2.0 mg/kg
EPA 200.7
Phosphorus, total
24,500 mg/kg
5/12/20
2.00 mg/kg
EPA 200.7
Potassium, total
4,730 mg/kg
5/5/20
20.0 mg/kg
EPA 200.7
Selenium, total
<2.25 mg/kg
5/12/20
2.25 mg/kg
EPA 200.7
Sodium, total
5,540 mg/kg
5/12/20
20.0 mg/kg
EPA 200.7
Zinc, total
716 mg/kg
5/12/20
0.500 mg/kg
EPA 200.7
pH
6.4 S.U.
4/29/20
1.0 - 14.0 S.U.
SM 4500-HB
I hereby certify that I have reviewed and approve these data. o I L Ella (ILL 1.J (
Laboratory ReprT tative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

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Page 1
Contact: Drew Matthews Report Date: 5/7/2020
Client: Soil Plus
P.O. Box 1396 Project: Neuse Colony
Oxford, NC 27565 Date Sample Rcvd: 4/28/2020
Meritech Work Order # 042820103 Sample: NC042820 (001) Grab 4/28/20
Parameters Results Analysis Date Reporting Limit Method
% Total Solids 2.60 % 4/30/20 0-100 % SM 2540B
Fecal Coliform (Sludge) 384,615 col/g dry wt 4/28/20 130 col/g dry wt SM 9222D
Meritech Work Order # 042820104 Sample: NC042820 (002) Grab 4/28/20
Parameters Results Analysis Date Reporting Limit Method
% Total Solids 2.56 % 4/30/20 0-100 % SM 2540B
Fecal Coliform (Sludge) 406,250 col/g dry wt 4/28/20 130 col/g dry wt SM 9222D
Meritech Work Order #
042820105
Sample: NC042820 (003) Grab
4/28/20
Parameters
Results
Analysis Date Reporting Limit
Method
% Total Solids
2.59 %
4/30/20 0-100 %
SM 2540B
Fecal Coliform (Sludge)
335,907 col/g dry wt 4/28/20 130 col/g dry wt
SM 9222D
Meritech Work Order #
042820106
Sample: NC042820 (004) Grab
4/28/20
Parameters
Results
Analysis Date Reporting Limit
Method
% Total Solids
2.53 %
4/30/20 0-100 %
SM 2540B
Fecal Coliform (Sludge)
375,494 col/g dry wt 4/28/20 130 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
Report Date:
Project:
Date Sample Rcvd:
Meritech Work Order # 042820107 Sample: NC042820 (005) Grab
Parameters Results Analysis Date Reporting Limit
% Total Solids 2.53 % 4/30/20 0-100 %
Fecal Coliform (Sludge) 407,115 col/g dry wt 4/28/20 130 col/g dry wt
Meritech Work Order # 042820108 Sample: NC042820 (006) Grab
Page 2
5/7/2020
Neuse Colony
4/28/2020
4/28/20
Method
SM 2540B
SM 9222D
4/28/20
Parameters Results Analysis Date Reporting Limit Method
% Total Solids 2.52 % 4/30/20 0-100 % SM 2540B
Fecal Coliform (Sludge) 361,111 col/g dry wt 4/28/20 130 col/g dry wt SM 9222D
Meritech Work Order # 042820109 Sample: NC042820 (007) Grab 4/28/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
2.62 %
4/30/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
347,328 col/g dry wt
4/28/20
130 col/g dry wt
SM 9222D
I hereby certify that I have reviewed and approve these data. 'A0Q r)Ci0. &=c oo k,
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-202013 Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Project: Neuse Colony
P.O.#:
Attention: Turn Around Time*
How would you like your report sent? *RUSH work needs prior approval.
Std (10 days) 3 - 5 Da s 24 - 4R Hrq
Circle all that apply: Email (preferred), Fax, Mail
M E RITECH, INC.
ENVIRONMENTAL LABORATORIES
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
•
www.meritech-labs.com
Sample Location and/or ID #
Sampling Dates & Times
(Sign/Print): le (Si Sam Sample
Person TakingDrew Matthews QJ f)1 A-?
Lab Use �111y
Start
End
Comp?
Grab.
ont
Cont.Test(s)
Required
n Ice?
� No
/
pH OK?
CIOI<.
Date
Time
Date
Time
NC 042820 (001)
04/28/20
G
1
Fecal Coliform / % Total Solids L
NC 042820 (002)
04/28/20
G
1
Fecal Coliform / % Total Solids (i
NC 042820 (003)
04/28/20
J,7"35tz,,,
G
1
Fecal Coliform / % Total Solids I
NC 042820 (004)
04/28/20
G
1
Fecal Coliform / % Total Solids
NC 042820 (005)
04/28/20
)O.'yb�,'-,
G
1
Fecal Coliform / % Total Solids
NC 042820 (006)
04/28/20
/d, "13r,—
G
1
Fecal Coliform / % Total Solids l L &
NC 042820 (007)
04/28/20
�;�: y�r
G
1
Fecal Coliform / % Total Solids � L'
Temperature Upon
�,% Receipt:
Method of
Shipment:
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments:
Please email results to [e-mail]
Compositor #
UPS
Jug #
Fed Ex
Are these results for regulatory purposes? Yes 13d No Q
Report results in: mg/L mg/kg 0. ug/L Q
Nand Delivery
Relinquished by"
Date: Time:
°-(�Z¢,�'zo S� w�-
Received by Date: me:
G--�— lam— ` �� S
Other
Relinquished Dat- � me / �O
eceived by: Date: Time:
t"Iinquished by: Date: Time:
Received by Lab: K_ _ o f2rx Time: % C�

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No. 165
Contact: Drew Matthews Report Date: 5/27/2020
Client: Soil Plus
P.O. Box 1396 Project: Neuse Colony
Oxford, NC 27565 Date Sample Rcvd: 4/28/2020
Vector Attraction Reduction / Aerobically Digested Sludge (30 Day Test
Meritech Work Order # 042820110 Sample: NC 042820 Grab 4/28/20
Total Solids Volatile Solids % Volatile Solids
Week 1 0.850 0.590 0.701
Week 2 0.680 0.480 0.707
Week 3 0.740 0.500 0.677
Week 4 0.770 0.510 0.662
Week 5 0.660 0.440 0.663
Mass Balance Equation = 5.32% Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that I have reviewed and approve these data.
Lab ratory Represent tive
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3-20.2013 Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Project: Neuse Colony
P.O.#:
Attention: Turn Around Time*
*RUSH work needs prior approval.
How would you like your report sent?
$td (10 days) 3 - 5 _Days 74 - 4R Hrt
Circle all that apply: Email (preferred), Fax, Mail x
MERITECH, INC.
ENVIRONMENTAL LABORATORIES
* 642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sample Location and/or ID #
Sampling Dates & Times
Person Taking Sample(Sign/Print): Drew Matthews ►� `-�
Lab Use Only
Start
End
Comp.
stab?
# of
cont,
Test(s) Required
On Ice?
e / No
�
pH OK?
Cl OI<?
Date
Time
Date
Time
NC 042820
4/28/20
j V �c++,ti
G
1
30 Day Bench Scale Test � C
Temperature upon
YReceipt:
Method of
Shipment:
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments:
Please email results to [e-mail]
Compositor #
Jug #
UPS
Q Fed Ex
Are these results for regulatory purposes? Yes W No Q
Report results in: mg/L Q; mg/kg Q ug/L Q
Hand Delivery
Relinquished b .
q v
Date: Time: +
III { '�hti
Received by: Dat • � i e:
"- l v"�
4; other
Relinquished ���_ ���_ Dat� i �: / �Q
ICJ
ed by: Date: Time:
mquished by: Date: Time:
Received by Lab:'. 1 �� Time: ��

APPENDIX 4
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Residual Source Certification Attachment
RSCA
Perdue WWTP
Field Loading Calculations
Analytical

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
l?ivision of hater Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 11-13
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Perdue WWTl�
2. Facility permit holder is: ❑ Federal, 0 State, 0 Local Government, or 0 Private.
Facility permit issued by: IL Div. of Water Resources, Div. of Environmental Health,
or U Other (explain: _).
3. Facility contact person and title: Tim MizzeH
Complete mailing address: 3539 Governors Rd
City: Lewiston Woodville State: Zip: 27849-
Telephone number: (L52) 287-8839 E-mail address: Timothy.MizellekPerdue.com
4. Facility physical address: 3539 Governors Rc�
City: Mwiston Woodville State: NC Zip: 27849-
Coordinates: Latitude: 36' 8' 33.36" Longitude: ° 13' 3.07"
Datum: NAD 83 Level of accuracy: Sub -Meter
Method of measurement: GIS
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: 4_0 MGD and facility average daily flow: M 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 ❑ 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: P 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: Meritech. Inc. and Date of analysis: 1/24/20
Passed corrosivity test: []I yes r no. pH: 7.7 s_u. (2 < pH < 12.5)
Passed ignitability test: M yes p no. Flashpoint: - °F (> 140°F)
Passed reactivity test: Eyes Mno. HCN: <0.500 mg/kg (<250) & H2S: - mg/kg (<500)
TCLP Parameter
Limit
(mgfi)
Result
(mg17)
TCLP Parameter
Limit
(mg17)
Result
(mg17)
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-Trichloropheno1
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: h4eritech, Inc. and Date of analysis: 4/14/2020
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
<1.47
Cadmium
85
39
<0.850
Copper
4,300
1,500
207
Lead
840
300
<1.47
Mercury
57
17
<0.029
Molybdenum
75
n/a
8.15
Nickel
420
420
14.2
Selenium
100
100
4.72
Zinc
7,500
2,800
537
b. For Surface Disposal Unit (landfill): 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)
W > 0 but < 25
30
200
210
19 > 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: 14eritech, Inc. and Date of analysis: 4/14/2020
Parameter
Result
(mg1kg)
Aluminum
61,900
Ammonia -Nitrogen
4,020
Calcium
29,000
Magnesium
2,960
Nitrate -Nitrite Nitrogen
<293
pH (Standard Unit)
6.9
Phosphorus
60,400
Potassium
8,270
Sodium
11,700
Total Kjeldahl Nitrogen
27,200
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR): .23
[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): JW 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: ia
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 (11) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(mg/kg)
Surface
12,257
18,678
Injection/Incorporation
14,267
20,170
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: None Kno

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:
C1 A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
id 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):
14 Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
EJ Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
Alternative 3 [15A NCAC 02T. 1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
E] Alternative 4 [15A NCAC 02T. 1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, A heat drying, 71 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, I
air drying, ❑ anaerobic digestion,
El composting, or lime stabilization.
c. For Surface Disposal:
rl Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
J Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
J Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
J 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:
El Alternative 1 [15A NCAC 02T.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
El 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).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
El Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
El Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
El Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
id 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 4/14/2020
Solids 3.41
Mineralization Rate 0.30
Gallons per DT 7,032.50
pH 6.9
Sodium Absorpotion 3.23 <5.0 Safe 5.0 - 10.0 Careful Management > 15.0 Do Not Land Apply
Ratio
NITROGEN APPLICATION
TKN (mg/Kg) 37,200 lbs./1,000 gal 10.58
Ammonia Nitrogen (mg/Kg) 4,020.00 lbs./1,000 gal 1.14
Nitrate -Nitrite (mg/Kg) 293.00 lbs./1,000 gal 0.08
PLANT AVAILABLE NITROGEN SURFACE APPLIED
PAN (mg/Kg) 12,257 lbs./1,000 gal 3.49
PLANT AVAILABLE NITROGEN INJECTED/INCORPORATED APPLIED
PAN (mg/Kg) 14,267 lbs./1,000 gal 4.06
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 2.35
Phosphorus lbs./1,000 gal 17.18
Calcium lbs./1,000 gal 8.25
Magnesium lbs./1,000 gal 0.84
Manganese lbs./1,000 gal
Sulfur lbs./1,000 gal
Molybdenum lbs./1,000 gal 0.00
HEAVY METAL LOADING
Arsenic (mg/Kg)
1.47
Arsenic lbs./1,000 gal
0.00
Cadmium (mg/Kg)
0.85
Cadmium lbs./1,000 gal
0.00
Copper (mg/Kg)
207.00
Copper lbs./1,000 gal
0.06
Lead (mg/Kg)
1.47
Lead lbs./1,000 gal
0.00
Mercury (mg/Kg)
0.03
Mercury lbs./1,000 gal
0.00
Nickel (mg/Kg)
14.20
Nickel lbs./1,000 gal
0.00
Selenium (mg/Kg)
4.72
Selenium lbs./1,000 gal
0.00
Zinc (mg/Kg)
537.00
Zinc lbs./1,000 gal
0.15
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)
37,200
12,257 24.51
24,943
37,200
14,267 28.53
22,933
24,943
3,741 7.48
21,202
22,933
3,440 6.88
19,493
21,202
1,590 3.18
19,611
19,493
1,462 2.92
18,031
19,611
735 1.47
18,876
18,031
676 1.35
17,355
18,876
354 0.71
18,522
17,355
325 0.65
17,030
Equations
1 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 18,678 37.36
Total 20,170 40.34

Meritech, Inc.
Environmental Laboratory
Laboratory Certification No.165
Contact: Drew Matthews
Client: Soil Plus
P.O. Box 1396
Oxford, NC 27565
Meritech Work Order # 04142097
Parameters
% Total Solids
Ammonia, Nitrogen
TKN
Nitrate/Nitrite, Nitrogen
Aluminum, total
Arsenic, total
Cadmium, total
Calcium, total
Copper, total
Lead, total
Magnesium, total
Mercury, total
Molybdenum, total
Nickel, total
Phosphorus, total
Potassium, total
Selenium, total
Sodium, total
Zinc, total
pH
Results
Sample: P 041420 Grab
3.41 %
4,020 mg/kg
37,200 mg/kg
<293 mg/kg
61,900 mg/kg
<1.47 mg/kg
<0.850 mg/kg
29,000 mg/kg
207 mg/kg
<1.47 mg/kg
2,960 mg/kg
<0.029 mg/kg
8.15 mg/kg
14.2 mg/kg
60,400 mg/kg
8,270 mg/kg
4.72 mg/kg
11,700 mg/kg
537 mg/kg
6.9 S.U.
Analysis Date
4/17/20
4/22/20
4/20/20
4/17/20
4/29/20
4/21/20
4/21/20
4/29/20
4/21/20
4/21/20
4/21/20
4/21/20
4/21/20
4/21/20
4/29/20
4/29/20
4/21/20
4/29/20
4/29/20
4/15/20
Report Date: 4/30/2020
Project: Perdue 2nd Quarter
Date Sample Rcvd: 4/14/2020
ReportingLimit
0-100 %
10 mg/kg
20 mg/kg
293 mg/kg
2.50 mg/kg
1.47 mg/kg
0.850 mg/kg
10.0 mg/kg
1.00 mg/kg
1.47 mg/kg
10.0 mg/kg
0.029 mg/kg
0.500 mg/kg
2.0 mg/kg
2.00 mg/kg
20.0 mg/kg
0.50 mg/kg
20.0 mg/kg
0.500 mg/kg
1.0 - 14.0 S.U.
4/14/20
Method
SM 2540B
EPA 350.1
EPA 351.1
EPA 353.2
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 245.1
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
SM 4500-HB
I hereby certify that I have reviewed and approve these data, )
Laboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3.20.2013
Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Project: Perdue 2nd Quarter
P.O.#:
Attention: Turn Around Time*
How would you like your report sent? *RUSH work needs prior approval.
Circle all that apply: Email(preferred), Fax, Mail Std(10days) 3-s Da s 74-4RHrs
M E RITECH, INC.
:. ENVIRONMENTAL LABORATORIES
d ,
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sample Location and/or ID #
Sampling Dates & Times
Person Taking Sample(Sign/Print): Drew Matthews
Lab Use Only
Start
End
Comp?
Grab?
#ofon
Cont.
Test(s)
Required
Ice?
Yes / No
pH OK?
Cl OK?
Date
Time
Date
Time
P 041420
4/14/20
IS Q,­_
G
3
Residual Analysis (Al, Ammonia-N, As, Cd, Ca, Cu, Pb,
Mg, Hg, Mb, Ni, Nitrate -Nitrite N, %TS, pH, P, K, Se,
Na, TKN, Zn)
Temperature Upon
C ReCeiplr
'�iJ
Method of
Shipment:
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Comments: Please report Residual Analysis results in mg/kg
Please email results to [e-mail]
Compositor #
UPS
Jug #
El Fed Ex
Are these results for regulat ry purposes? Yes 14
No Q'.;
eport results in: mg/L mg/kg E ug/L Q
ElHandDelivery
Reli fished by: Date: I Tlme: I :.
IH Zl'
c ' ed
' a e: Time: Z
J
0. Other
fq,�,,s
d v/ , / M Oatg: Time
(�/
eceived y: ate: Time:
qus d by: Date: Ti e:
Received y Lab: �! ate: Time: 1
`� �` a

Page 1
Contact: Drew Matthews
Report Date:
2/20/2020
Client: Soil Plus
P.O. Box 1396
Project:
Perdue Q1
Oxford, NC 27565
Date Sample Rcvd:
1/24/2020
Meritech Work Order # 01242059 Sample: P 012420 Grab
1/24/2020
1311-
TCLP Metals
Parameter
Results
Analysis Date
Det. Limit
Reg. Limit
Method
Arsenic
<0.100 mg/L
2/3/2020
0.100
5.0
EPA 200.7
Barium
<0.050 mg/L
2/3/2020
0.050
100.0
EPA 200.7
Cadmium
<0.020 mg/L
2/3/2020
0.020
1.0
EPA 200.7
Chromium
<0.050 mg/L
2/3/2020
0.050
5.0
EPA 200.7
Lead
<0.100 mg/L
2/3/2020
0.100
5.0
EPA 200.7
Mercury
<0.02 mg/L
1/28/2020
0.02
0.2
EPA 245.1
Selenium
<0.100 mg/L
2/3/2020
0.100
1.0
EPA 200.7
Silver
<0.050 mg/L
2/3/2020
0.050
5.0
EPA 200.7
TCLP Organics
Parameter Results Analysis Date Reporting Limit Method
Volatiles 8260 Attached 2/12/2020 - 8260
Semi Vol. 8270 Attached 2/17/2020 - 8270
Other Tests
Parameter
Results
Analysis Date
Reporting Limit
Method
% Total Solids
0.36 %
1/27/2020
0-100 %
SM 2540B
Cyanide, total
<0.050 mg/kg
1/31/2020
0.500 mg/kg
EPA 335.4
Sulfide
<1.00 mg/kg
1/29/2020
10.0 mg/kg
SM4500S2D
Ignitability
>140 OF
1/27/2020
-
EPA 1030
Corrositivity (pH)
7.7 S.U.
1/27/2020
1.0 -14.0 S.U.
SM 4500 HB
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Page 2
Contact: Drew Matthews
Report Date:
2/20/2020
Client: Soil Plus
P.O. Box 1396
Project:
Perdue Q1
Oxford, NC 27565
Date Sample Rcvd:
1/24/2020
Meritech Work Order # 01242059
Sample: P 012420 Grab
1/24/2020
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 I have reviewed and approve these data.
"r6o'
Laboratory Re resentative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Client:
Project:
Client Sample ID:
Sample Collection:
Meritech Sample ID
Soil Plus
Perdue 1 st Quarter
P 012420
01 /24/20
01242059
1311 - TCLP Oraanics
Volatiles: SW-846 8260
Analysis: 02/05/20
Extraction:
01/27/20
Analyst: VWV
Report Date:
02/12/20
Parameter
Result
Units
Det. Limit
ReZ. 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: 02/14/20
Extraction:
01/27/20
Analyst: PM
Report Date:
02/17/20
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]

z
LAbORA1rOR1*ES INC.
°' Nc Ji34 zz .
Analytical/Process consultations
Toxicity Characteristic Leachate Procedure (TCLP) Analysis for Meritech, Inc., collected 24 January 2020)
01242059
EPA HIV Quantitation Results Characteristic
Number Contaminant Limit(ma/L) ma/L Level{ma/L) EPA Method Analvst
I. TCLP PESTICIDESIHERBICIDES
D-020
Chlordane
D-01.6
2,4-D
D-012
Endrin
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 Matrix
Date Analyzed
0.003
BQL
0.030
8081
MG
1.000
BQL
10.0
8151
MG
0.002
BQL
0.020
8081
MG
0.0008
BQL
0.008
8081
MG
0.040
BQL
0.400
8081
MG
1.000
BQL
10.0
8081
MG
0.05
BQL
0.500
8081
MG
0.100
BQL
1.00
8151
MG
77750-01
O1 /24/20
0820
Slud.ae
02/06-02/ 14/2020
mg/kg = milligrams per kilogram = parts per million (ppm) BQL = Below Quantitation Limits

3.20.2013
Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Protect: Perdue 1st Quarter
P.O.#:
Attention: Turn Around Time*
How would you like your report sent? *RUSH work needs prior approval.
Std (10 days) 3 - 5 Da s M - 4R Hrs
Circle all that apply: Email (preferred), Fax, Mail X
MERITECH, INC,
. , ENVIRONMENTAL LABORATORIES
.Ii.
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
A
WW V V . meritec h-la bs.co m
Sample Location and/or ID #
Sampling Dates &Times
Person king Sa IR e (S' /P -nt): Drew Matthews
P-Li�i�/d�
Lab Use Only
Start
End
Comp?
Grab?
#of
Cont.
Test(s) Required
On Ice?
95 / No
pH OK?
Cl OK?
Date
Time
Date
Time
P 012420
1/24/20
f),
G
1
Full TCLP (Ignitability, Corrositivity, Reactivity)
Temperature Upon
Receipt:
Method of
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. ***
Shipment:
Comments: Please report TCLP results in mg/L
Please email results to [e-mail]
Compositor#
UPS
Jug #
Q Fed Ex
Are these results for regulatory purposes? Yes WX
No CJ;
Report results in: mg/L mg/kg D, ug/L Q
E]: Hand Delivery
Relinquished by: ` Date: i' Zh �u Time:
Y
Received by:/ D e. � D 3�
Other
Relinquished D aTlme:
/,ps
eived by: Date: Time:
e inquished by: Date: Time:
Received by Lab: �a� _� ^ Time;

Page 1
Contact: Drew Matthews
Report Date:
4/27/2020
Client: Soil Plus
P.O. Box 1396
Project:
Perdue 2nd Quarter
Oxford, NC 27565
Date Sample Rcvd:
4/14/2020
Meritech Work Order #
04142098
Sample: P 041420 (001) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.54 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
3,852 col/g dry wt 4/14/20
130 col/g dry wt
SM 9222D
Meritech Work Order #
04142099
Sample: P 041420 (002) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.49 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
3,907 col/g dry wt 4/14/20
130 col/g dry wt
SM 9222D
Meritech Work Order #
041420100
Sample: P 041420 (003) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.47 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
1,572 col/g dry wt 4/14/20
130 col/g dry wt
SM 9222D
Meritech Work Order # 041420101 Sample: P 041420 (004) Grab 4/14/20
Parameters Results Analysis Date Reporting Limit Method
% Total Solids 3.49 % 4/17/20 0-100 % SM 2540B
Fecal Coliform (Sludge) 2,344 col/g dry wt 4/14/20 130 col/g dry wt SM 9222D
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Page 2
Contact: Drew Matthews
Report Date:
4/27/2020
Client: Soil Plus
P.O. Box 1396
Project:
Perdue 2nd Quarter
Oxford, NC 27565
Date Sample Rcvd:
4/14/2020
Meritech Work Order #
041420102 Sample: P 041420 (005) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.50 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
2,857 col/g dry wt
4/14/20
130 col/g dry wt
SM 9222D
Meritech Work Order #
041420103 Sample: P 041420 (006) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.50 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
3,117 col/g dry wt
4/14/20
130 col/g dry wt
SM 9222D
Meritech Work Order #
041420104 Sample: P 041420 (007) Grab
4/14/20
Parameters
Results
Analysis Date
Reporting Limit
Method
% Total Solids
3.51 %
4/17/20
0-100 %
SM 2540B
Fecal Coliform (Sludge)
2,072 col/g dry wt
4/14/20
130 col/g dry wt
SM 9222D
I hereby certify that I have reviewed and approve these data.
aboratory Representative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

3.202013
Chain of Custody Record (COC)
NPDES#:
Client: Soil Plus Phone: [phone]
Address: PO Box 1396 Fax: [phone]
Oxford, NC 27565 Email: [e-mail]
Project: Perdue 2nd Quarter
P.O.#:
Attention: Turn Around Time*
How would you like your report sent? *RUSH work needs prior approval.
Std (10 days) 3 - 5 Da s 24-4R Hrc
Circle all that apply:[
pply: Email (preferred) , Fax, Mail x
Person Taking Sample (Sign/Print):Drew Matthews Lab Use Only
MERITECH, INC.
In
., `' ENVIRONMENTAL LABORATORIES
a
642 Tamco Rd. Phone: [phone]
Reidsville NC 27320 Fax: [phone]
Email: [e-mail]
www.meritech-labs.com
Sample Location and/or ID #
Sampling Dates & Times
Start
End
Comp. �
Grab?
# of
Cont.
Test(s)
Required
On Ice?
yesNo
,
pH OK?
Cl OK.
Date
Time
Date
Time
P 041420 (001)
4/14/20
t .: L0.n
G
1
Fecal Coliform / % Total Solids
P 041420 (002)
4/14/20
G
1
Fecal Coliform / % Total Solids
P 041420 (003)
4/14/20
6:2 : Q�
G
1
Fecal Coliform / % Total Solids
P 041420 (004)
4/14/20
ig; 2,2
G
1
Fecal Coliform / % Total Solids
P 041420 (005)
4/14/20
g:'3va__
G
1
Fecal Coliform / % Total Solids LL'�
P 041420 (006)
4/14/20
0:'35
G
1
Fecal Coliform / % Total Solids
P 041420 (007)
4/14/20
iJ:�gr"t
G
1
Fecal Coliform / % Total Solids '1
Temperature Upon
Receipt:
��I�
Method of
Shipment:
*** Dechlorination (<O.S ppm) of Ammonia, Cyanide, Phenol
and TKN samples must be done In the field prior to preservation. ***
Comments:
Please email results to [e-mail]
Compositor #
Jug #
UPS
❑ Fed Ex
Are these results for regulatory purposes? Yes W
No
h 09obt resU in: mg/L E)mg/kg 0, ug/L Q
- Hand Delivery
Relin ' bed by:
Date: LiIIH iwTlm.
jgt:e: _ Datqq:' V Time: /
0, Other
R ' quish by: D Ke(� : \ Time: D
Received by: Date: Time:
Relinquished y: ate: Time:
Recei d by Lab _ /r Date: Time:

Meritech, Inc.
A - ° Environmental Laboratory
,-- Laboratory Certification No.165
Contact: Drew Matthews Report Date: 5/15/2020
Client: Soil Plus
P.O. Box 1396 Project: Perdue 2nd Quarter
Oxford, NC 27565 Date Sample Rcvd: 4/14/2020
Vector Attraction Reduction / Aerobically Digested Sludge 30 Day Test
Meritech Work Order # 04142096 Sample: P 041420 Grab 4/14/20
Total Solids Volatile Solids % Volatile Solids
Week 1 1.76 1.09 0.622
Week 2
1.77
1.07
0.605
Week 3
1.58
0.980
0.622
Week 4
1.52
0.950
0.624
Week 5
1.67
1.01
0.605
Mass Balance Equation = 2.82% Volatile Solids Reduction as per EPA Part 503 Biosolids Rule
I hereby certify that have reviewed and approve these data. ,J,
Laborat o presentative
642 Tamco Road, Reidsville, North Carolina 27320
tel.[phone] fax.[phone]

Chain of Custody Record (COC)
NPDES#:
3-20-2013
Client: Soil Plus Phone: [phone]
MERITECH, INC.
PO Box 1396 Fax: [phone]
Address:
ENVIRONMENTAL LABORATORIES
Oxford, NC 27565 Email: [e-mail]
642 Tamco Rd. Phone: [phone]
Project: Perdue 2nd Quarter
P.O.#:
Reidsville NC 27320 Fax: [phone]
Turn Around Time*
Email: [e-mail]
Attention: *RUSH work needs prior approval,
How would you like your report sent?
www.meritech-labs.com
Std (10 days) 3 - 5 Da s M - 4R Hrs
Circle all that apply: Email (preferred), Fax, Mail,
Sampling Dates &Times
Person Taking Sample (Sign/Print): Drew Matthews P2J
Lab Use Only
Sample Location and/or ID # Start End
comp?
#of
Test(s) Required
on Ice?
Yes / No
pH OK?
Cl OK?
Date Time Date Time
Grab?
Cont,
G
1
30 Day Bench Scale Test
P 041420
4/14/20 0:1(4r,
Temperature Upon
? •CReceipt:
Method
*** Dechlorination (<0.5 ppm) of Ammonia, Cyanide, Phenol and TKN samples must be done in the field prior to preservation. *** /
Compositor #
of
Comments:
Shipment:
Please email results to [e-mail]
ug #
[�: UPS
Q Fed Ex
Are these results for regulatory purposes? Yes Q
�J1;
No CJ`.. ep rt r Stilts) mg/L mg/kg 4r.
Hand Delivery
me:
Relin is d by: J Date: Li —t(1 I z jime: .3 PN4 R v d ate: Time: J;
(
0: Other
R ishe y t Time: eceived by: Date: Time:
-�
elinquish d y: Date: Time: Receive# by Lab: �n /jr{ /1 Date: Time: `( p

APPENDIX 5
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Land Application Site Certification Attachment
LAS CA

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Granville Farms, Inc.
Land application sites currently certified: 596.35 net acres and Total to be certified: 668.59 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status
Codes
Site/Field
ID
Landowners
�)
Lessees or Operator(s)
�)
Net Acres
Count Y
Crop(s) s
P()
Predominant Soil
Series Name b
Mapping Unit
or Rep. Slope'
N
CB-1
Curtis E. Brown
15.28
Bertie
Soybeans
Lynchburg
N
CB-2
Curtis E. Brown
5.49
Bertie
Soybeans
Norfolk
NoA
N
RL-1
W. Rob Lewis II
Curtis E. Brown
23.85
Bertie
Soybeans
Bonneau
BoB
N
TW-1
Thelma W. Walton
Curtis E. Brown
16.91
Bertie
Soybeans
Bonneau
BoB
N
Thelma W. Walton
Curtis E. Brown
10.71
Bertie
Soybeans
Goldsboro
GoA
R
R
t
R
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
P
Class
B-1
360 09' 49"
770 14' 22.8"
NAD 83
GPS
Nearest Second
23-26
C
C
CB-2
P60 09' 50.3"
770 14' 04.1"
NAD 83
GPS
Nearest Second
23-26,
C
C
RL-1
60 08' 45.5"
770 13' 08.8"
NAD 83
GPS
Nearest Second
23-26I
C
C
TW-1
�6° 08' 37.2"
770 13' 13.5"
NAD 83
GPS
Nearest Second
23-26�
C
C
TW-2
60 09' 12.9"
770 11' 10.7"
NAD 83
GPS
Nearest Second
24-2-1
C Sw
C SW
° 'ff°
. ' d"
NAD 83
ADD
Nearest Second
_
° ' ff
k°.'."
° ' r
.°.'."
NAD 83
I NAD 83
ADD
ADD
Nearest Second
Nearest Second
-
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
FORM: LASC 11-13 Page 1

APPENDIX 6
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Curtis Brown (CB)
Land Owner Agreement
County Manager Notification
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

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 conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting
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)
CB 1 & 2
No
Row Crop/Small Grains
Animal Consumption
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

L 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 II) 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.
HL 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.
1V. 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 sites) 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. 1 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. p 1
��
a Landowner n me -- —
Address:
r
City: A�toV C '?. let
_ State:
Phone:
% E-mail address:
Zip:
Signature:/ '� ��`� `�` _Date:
e2
NORTH CAROLINA, 6raig ii,' I I P_ COUNTY
I, the undersigned Notary Public do hereby certify that cc r-L iS % ra(dn S
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the a %
day of 042r1'I 20 ' U o +®+++o+uu�a�� •
Signature and seal:jn1�u
s s�
My commission expires:
Lessee's/Operator's Certification:
I certify that I have read this
Lessee operator ame:
Address:
City: el"w.
Phone: ` 2qV
Signature: t
Permittee's Certification:
�y � • � da a® a...
`tn �'C .`
�O %%
110.
nent and do hereby agree to abide by the stipulations and restrictions as sP;;iii'6ed19f ein•
c
State: %, C.' zip: 'Ij '.1-
_ E-mail address:
.'fW vU
.5iV Date: _
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing official,namc:
Signature:
Jason Smith. VP
Date: V ---)- % — 0-0/
FORM: LOA 06-16
Page 3 of 3

SOIL PLUS
June 5, 2020
Berrie County Board of Commissioners
Attn: Ronald Wesson, Chairman
PO Box 530
Windsor, NC 27983
Reference: COUNTY BOARD NOTIFICATION ATTACHMENT
Granville Farms, Inc. "Class B" Program
Permit Number WQ0035595
Mr. Wesson:
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 may 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 dmatthews&soilplus.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]
dmatthewsgsoilplus.ne t
www.soilplus.net

A47LA
L
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Date: 6/5/2020
To: Name of Chairman to the Board of County Commissioners: Ronald Wesson
Complete mailing address: �O Box 530
City: State: Zip: 27983-
County where land application sites are located: WLe
Donald R. van der Vaart
Secretary
From: Applicant's name: Granville Farms, I'i� (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith, Vice President
Complete mailing address: PO Box 1396
City: _ State: EZip: 27565-
Telephone number: ( 19) 690-8000 E-mail address: jsmithkgranvillefarmsinc.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: Lleigh Regional Office
Complete mailing address: F00 Barrett Drive
City: State: NC Zip: 27699-
Telephone number: (W 7! 91-4200
Expected date of application submission: M202
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: http://Portal.ncdenr.org/webtwg
An Equal Opportunity\AffirmativeActionEmployer -Made in part with recycled paper FORM: CBN 11-13

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Granville Farms, Inc.
Land application sites currently certified: 596.35 net acres and Total to be certified: 668.59 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status
Codes
Site/Field
ID
Landowners
�)
Lessees or Operator(s)
�)
Net Acres
Count Y
Crop(s) s
P()
Predominant Soil
Series Name b
Mapping Unit
or Rep. Slope'
N
CB-1
Curtis E. Brown
15.28
Bertie
Soybeans
Lynchburg
N
CB-2
Curtis E. Brown
5.49
Bertie
Soybeans
Norfolk
NoA
N
RL-1
W. Rob Lewis II
Curtis E. Brown
23.85
Bertie
Soybeans
Bonneau
BoB
N
TW-1
Thelma W. Walton
Curtis E. Brown
16.91
Bertie
Soybeans
Bonneau
BoB
N
Thelma W. Walton
Curtis E. Brown
10.71
Bertie
Soybeans
Goldsboro
GoA
R
R
t
R
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
P
Class
B-1
360 09' 49"
770 14' 22.8"
NAD 83
GPS
Nearest Second
23-26
C
C
CB-2
P60 09' 50.3"
770 14' 04.1"
NAD 83
GPS
Nearest Second
23-26,
C
C
RL-1
60 08' 45.5"
770 13' 08.8"
NAD 83
GPS
Nearest Second
23-26I
C
C
TW-1
�6° 08' 37.2"
770 13' 13.5"
NAD 83
GPS
Nearest Second
23-26�
C
C
TW-2
60 09' 12.9"
770 11' 10.7"
NAD 83
GPS
Nearest Second
24-2-1
C Sw
C SW
° 'ff°
. ' d"
NAD 83
ADD
Nearest Second
_
° ' ff
fl°.'."
° ' ffNAD
no O'."
83
I NAD 83
ADD
ADD
Nearest Second
Nearest Second
-
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
FORM: LASC 11-13 Page 1

N
W E
S I
obel
Q
Field CB-1&2
Field TW-2
Fields RL-1 & TW-1'
ez5l
Legend
— Road
River/Stream
Field Boundary
County Boundary
Municipal Boundary
F— Water Supply Watershed
le
v
x
N
1 0.5 0 1
Miles
Scale: 1 inch = 1 mile LOCATION MAP
T T PLUS
Drawn by: DM � O 1L. L US Granville Farms Inc. Class B Land App
Reviewed by: Bertie County, North Carolina
Date: June 2020 Soil Plus Project # 200705.1310

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Governor's Club WWTP
Chatham
NC0000088
Yes
20
-
Annually
Annually
0.3
Town of Plymouth
Plymouth WWTP
Washington
NCO020028
Yes
85
Once per permit cycle
Annually
Annually
0.3
Town of Williamston
Williamston WWTP
Martin
NCO020044
Yes
300
Once per permit cycle
Annually
Annually
0.3
Town of Tarboro
Tarboro WWTP
Edgecombe
NCO020605
Yes
829
Once per permit cycle
See Table Below
See Table Below
0.3
Town of Snow Hill
Town of Snow Hill WWTP
Greene
NCO020842
Yes
50
Once per permit cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
1,500
Once per permit cycle
See Table Below
See Table Below
0.2
Town of Robersonville
Robersonville WWTP
Martin
NCO026042
Yes
80
Once per permit cycle
Annually
Annually
0.3
Perdue Farms — Lewiston
Perdue WWTP
Bertie
NCO028835
Yes
800
Once per permit cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River Resource
Recovery Facility
Wake
NCO029033
Yes
1500
Once per permit cycle
See Table Below
See Table Below
0.3
City of Rocky Mount
Tar River Regional WWTP
Edgecombe
NCO030317
Yes
800
Once per permit
See Table Below
See Table Below
0.3
Contentnea Metropolitan
Contentnea MSD RLAP
Pitt
NCO032077
Yes
319
Annually
See Table Below
See Table Below
0.3
Sewerage District
Aqua North Carolina, Ina
Neuse River Village WWTP
Wake
NCO038784
Yes
15
-
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
-
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
-
Annually
Annually
0.3
Nature Trails Association CLP
Nature Trails M11P WWTP
Chatham
NCO043257
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hawthorne Subdivision
Wake
NCO049662
Yes
100
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Yes
10
-
Annually
Annually
0.3
Center WWTP
Carolina Water Services, Inc.
Ashley Hills WWTP
Wake
NCO051322
Yes
20
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Avocet
Wake
NCO055051
Yes
10
-
Annually
Annually
0.3
River Mill COA, Inc.
River Mill WWTP
Wake
NCO056278
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Cross Creek Mobile Estates
Wake
NCO056391
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chatham WRF
Chatham
NCO056413
Yes
50
-
Annually
Annually
0.3
Town of Stantonsburg
Stantonsburg WWTP
Wilson
NCO057606
Yes
50
Once per permit cycle
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Yes
15
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Lake Ridge Aero Park
Durham
NCO059099
Yes
10
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
of North Carolina
Amherst Subdivision WWTP
Wake
NCO061638
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Kings Grant Subdivision
Wake
NCO062219
Yes
10
-
Annually
Annually
0.3
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Yes
25
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Yes
30
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Yes
15
-
Annually
Annually
0.3
Clarke Utilities
Deer Chase WWTP
Wake
NCO063746
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Willowbrook WWTP
Wake
NCO064378
Yes
10
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
100
-
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once per permit cycle
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
-
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125
No
318
Once per permit cycle
Annually
None6
-
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133
No
318
Once per permit cycle
Annually
None6
-
Clarke Utilities
Whippoorwill WWTP
Wake
NCO073318
Yes
10
-
Annually
Annually
0.3
Town of Ahoskie
Ahoskie WWTP
Hertford
NCO088561
Yes
280
Once per permit cycle
Annually
Annually
0.3
Martin County Regional Water
Martin County WTP
Martin
NCO089435
No
319
Once per permit cycle
See Table Below
None6
-
and Sewer Authority
Aqua North Carolina, Inc.
The Preserve at Jordan Lake
Wake
WQ0018146
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Chatham
WQ0019569
Yes
10
-
Annually
Annually
0.3
Town of Pikeville
Pikeville Wastewater
Wayne
WQ0023934
Yes
75
-
Annually
Annually
0.3
Treatment Facility
KRJ Utility Company
Rockbridge WWTP
Wake
WQ0024320
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Legacy at Jordan Lake
Wake
WQ0024844
Yes
20
-
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Old North State Water
Briar Chapel Development
Chatham
WQ0028552
Yes
30
-
Annually
Annually
0.3
Company, Inc.
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hasentree Golf Community
Wake
WQ0033816
Yes
30
-
Annually
Annually
0.3
Luther Thomas Harden III
Arbor Mills MHP
Orange
NCO037869
Yes
10
-
Annually
Annually
0.3
Birchwood RV Park, LLC
Birchwood RV Park
Orange
NCO042803
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
-
Annually
Annually
0.3
Crosby Utilities, Inc.
CottonwoodBaywood
Wake
NCO065706
Yes
10
-
Annually
Annually
0.3
WWTP
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
-
Annually
Annually
0.3
Solutions, Inc.
Town of Lewiston Woodville
Lewiston Woodville WWTP
Bettie
NCO023116
Yes
25
-
Annually
Annually
0.3
Total
8,701
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV. 3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV. 4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Applied
Monitoring Frequency
Dry Tons Applied (metric tons)
(short tons per year)
(40 CFR 503 and 15A NCAC 02T
.1111 c
< 290
< 319
Once per year (Annually)
> 290 to < 1,500
> 319 to < 1,650
Once per quarter (4 x Year)
> 1,500 to < 15,000
> 1,650 to < 16,500
Once per 60 days (6 x Year)
> 15,000
> 16,500
Once per month (12 x Year)
6. Water Treatment Plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have been
generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Water Treatment Plant residuals
must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
WQ0035595 Version 2.5 Attachment A Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
If no land application events occur during a required sampling period (e.g., no land application occur during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to United States Environmental
Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0035595 Version 2.5 Attachment A Page 4 of 4

FIELD
GROSS AC.
NET AC.
e
CB-1
18.46
15.28
CB-2
7.52
5.49
s
FIELD 2
FIELD 1
Legend
•,
Houseu
♦ Structure
• Well
Ditch
The Compliance Boundary is established either 250
Stream
feet from the residuals application area or 50 feet
❑Application Area
within the property boundary, whichever is closest to
® Buffer
the application area. The Review Boundary is
Field Boundary
established midway between the Compliance
ert Property Boundary
❑Pro
Boundary and the perimeter of the residuals 1400 200 0 400
application area.
Feet
Scale: 1 inch = 400 feet
�
L. LUS
SOIL
CB FIELDS 1&2 BUFFER MAP
Figure
Drawn by: DM
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Kelford, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

e
FIELD GROSS AC. NET AC.
CB-1 18.46 15.28
CB-2
7.52
5.49
s
u
L
FIELD 1 /
N
c/
V`
�G
,.A -Z . ,. .a. ,, -
i
V
FIELD 2
Legend
House'
♦ Structure
• Well
'
Ditch
Stream
The Compliance Boundary is established either 250
Application Area
feet from the residuals application area or 50 feet
® Buffer
within the property boundary, whichever is closest to
❑ Field Boundary
the application area. The Review Boundary is
established midway between the Compliance
Property Boundary
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
CB FIELDS 1&2 SOIL MAP
Figure
Drawn by: DM
�
L. LUS
SOIL
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Kelford, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

willcox&mabe
SOI L SOLUTIONS
July 28, 2020
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Permit Application
Granville Farms — Permit No. WQ0035595
Bertie County Sites
WMSS Project No. 19-06, Phase: 02
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
FIRM - N-L W�'�Av I -
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - 2020 Soil Evaluation\Phase 02 Soil Scientist Report -
Granville Farms (WQ0035595) - Bertie County.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On July 23, 2020, 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/
Site No.
Field
No.
Predominant Soil Series /
Mapping Unit
1
Lynchburg / Ly
CB
2
Norfolk / NoA
Granville Farms, Inc.
/ WQ0035595
Bertie
TW
1
Bonneau / BoB
2
Goldsboro / GoA
RL
1
Bonneau / BoB
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.
44 7/28/20
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

Legend
House
♦ Structure
• Well
Ditch
Stream
Application Area
Buffer
Field Boundary
L Property Boundary
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: May 2020
ry{
v
FIELD 2
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to
the application area. The Review Boundary is
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0
application area.
TT r CB FIELDS 1&2 SOIL MAP
SOIL PLUS Granville Farms, Inc. (WQ0035595)
Kelford, North Carolina
Soil Plus Project # 200705.C10
400
a Feet
Figure

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Legend
House
♦ Structure
• Well
Ditch
The Compliance Boundary is established either 250
FV�Application Area
feet from the residuals application area or 50 feet
Buffer
within the property boundary, whichever is closest
❑ Field Boundary
to the application area. The Review Boundary is
Property Boundary
established midway between the Compliance 4,
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
�
L. LUS
SOIL
TW FIELD 2 SOIL MAP
Figure
Drawn by: DM
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Lewiston Woodville, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

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WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. . 02Phone No. Date: 1-71
3 �2U
Location Tj w yr Pin County: {, Property Size
Proposed Facility: �Ny /����lCAi7,wy Water Suppli
F�oS
Described By: 16LC0k'
Weather: ,V Antecedent Moisture
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
/De Surface Water:
np _ I I
Auger Boring ❑`
Pit ❑
Cut ❑
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Q-Z70
Horizon Depth I
_
_
0 , 6o
Color Munsell
J609 ¢ 2
3/2-
Texture
/S
Structure
w
Consistence
Boundary
Horizon Depth II
_
_ 2 4-
Color - Munsell
26 S
/ 5�
2. s S
S
Texture
51 C
ISC
S
S
Mottles
—
- /b & 3
f . (o
�i
Structure
kyS Z
w<
ff, tbC
Consistence
S c
SS E"e
S 5PS
YY
k- 10 02
S
Boundary
Horizon Depth III
52A_
'
0
Color - Munsell
,S (
Texture
SG
cl
Mottles
S/
I
Structure
J-64
L
S C
Consistence
SS S
�o ¢
Boundary
Horizon Depth IV
3
Color - Munsell
46 a PS
Q (0
2. S &
Texture
S
S
S G
Mottles
0 J0 ? (o 4
Structure
w s br
Consistence
SS S
Ss S p
2
Boundary
sr w
Soil Wetness
32tl
ti
1I
Restrictive Horizon
_
Saprolite
LTAR
Classification
dL
r
f{ iN�PJ
--
Pq 1A/5 - Rt
tj,41t
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
A
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
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 firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic
-M L NA/CNRu/l L

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. Phone No.
Location.e j lE �'GF,NTy Pin
County:
Date: r7 23 2 (J
Y—olk'-17E Property Size
Proposed Facility: Zq^/p &pZICR Ton/ Water Supply: On -Site Well ❑ Evaluation: Auger Boring
r-tELQ$ Community ❑ Pit
Described By: p,3 WLCC6­ Public ❑ Cut ❑
Weather: SuAM/,) ' 1`6 T Antecedent Moisture dC Surface Water:
rrC,n Tu/_ i "TIAI_7 —rGz
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
M we 4-
3/2
Texture
Structure
W4r
j'll
Consistence
Boundary
Horizon Depth II
9 _ U
2
Color — Munsell
S
5
S
Texture
gG 1%IfScl
Mottles
—
SA.
_ 073
Structure
S /C'
bklSb,C
Consistence
SSS R-
S
2
Boundary
Horizon Depth III
Color — Munsell
(0 2
Texture
S G
Mottles
Structure
S
Consistence
S
S S
ie
Boundary
Horizon Depth IV
36 _
32 — 52 fi
Color — Munsell
16(p
(o
Texture
(
G
Mottles
GIrt
, S S
Structure
Consistence
S S
/1i - 1P 13
Boundary
Soil Wetness
3 ED�l
Restrictive Horizon
_.
Saprolite
_
LTAR
Classification
2A IV —/I'll
/MfL ,Q�l
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
l
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
CONSISTENCE WET
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
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. / � � Q (p ; yy . D 2 Phone No.
Location 9eozT E CC U Enlj Pin
Proposed Facility: lRNa Water Supply
rlEcoS
Described By: Joe' Wa'I'D x
Weather: Sun(wc/ ' T Antecedent Moisture
/ _ / %-7/ - I
County:
_ Date:
act- 1? E Property Size
On -Site Well ❑ Evaluation: Auger Boring
Community ❑ Pit ❑
Public ❑ Cut ❑
Surface Water: if
—7-In/ .- I
FACTORS
PROFILE
PROFILE I
�p i k-41
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
Zao 10 3 2
z 5q 3
Texture
Structure
Consistence
Boundary
Horizon Depth II
_S2-r
_
24
Color — Munsell
6,14
2S/
& 61
Texture
) 5
SC
S S
Mottles
_
Structure
/E
Q
Consistence
S
SSr
SS S �Y
Boundary
Horizon Depth III
20 - 28
24
Color — Munsell
/o .
/0 (o
Texture
r
Mottles
_
Structure
f
S
Consistence
S .
- �l
Boundary
Horizon Depth IV
2
Color — Munsell
vg S
/ S
Texture
G
Mottles
_
C _1,4qgCa 2
Structure
S ,64
Consistence
s'
s
Boundary
Soil Wetness
7 -S 2 M
4 "
Restrictive Horizon
—.
Saprolite
LTAR
Classification
EI/i 14
bN 0 F4 U
L-
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
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SL032169
Client: Jason Smith
Advisor: Drew Matthews
vo- Heavy Metals
Granville Farms, Inc.
Soil Plus LLC
PO Box 1396
PO Box 1396 / 8220 NC
Iti' ..`..$� Mehlich-3 Extraction
Soil Report
Oxford, NC 27565
Hwy 96
Oxford, NC 27565
Links to Helpful Information
Sampled County: Bertie
Client ID: 405110
Advisor ID: 398292
Sampled: 05/26/2020 Received: 06/15/2020 Completed: 06/19/2020 Farm: Brown
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results.
Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium
(Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Although the above metals here are not believed
to pose a concern for
plant growth, continue to monitor these and note where elevated above background levels.
Note any lime and fertilizer recommendations. Where soil test phosphorus (P) is
very hi h (P-I > 100), crops will not respond to additional P applied. Ja athi Kamalakanthan, Agronomist, 6/19/2020
Sample ID: 001
Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O Mg S Mn Zn
Cu B
Information
Lime History:
1-Soybean 1.0 0 10
80 25 0 0 0
0 0
Note: 3
2 - 0.0
Test Results [units - W/V in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg%
S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI
Cu-I Na ESP SS -I NO3-N
0.36 1.29 2.7 46 1.4 4.7 60 29 32 8
30 44 36 33 33
102 0.1 4
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.0
Nickel, 0.3 Chromium, 0.2 Lead,
3.4 Selenium, 0.2
Sample ID: 002
Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O Mg S Mn Zn
Cu B
Information
Lime History:
1-Soybean 1.0 0 0
90 0 0 10 0
0 0
Note: 3
2 - 0.0
0
Test Results [units - W/V in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg%
S-1 Mn-I Mn-All Mn-AI2 Zn-I Zn-AI
Cu-I Na ESP SS -I NO3-N
0.32 1.32 2.8 46 1.5 4.8 67 24 29 12
31 25 25 33 33
84 0.1 4
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.0
Nickel, 0.3 Chromium, 0.2 Lead,
3.8 Selenium, 0.2
NO&I Carolina
Tobacco Trust Fw►d C47mmisslon
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SLO32169
Jason Smith
Page 2 of 2
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Report Abbreviations
Lime
Ac
exchangeable acidity
If testing finds that soil pH is too low for the crop(s) indicated, a lime recommendation will be given in units of either
B
boron
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
BS%
% CEC occupied by basic cations
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 Ib/1000 sq ft) at onE
Ca%
% CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate
CEC
cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime.
Cu-I
copper index
ESP
exchangeable sodium percent
Fertilizer
HM%
percent humic matter
Recommendations for field crops or other large areas are listed separately for each nutrient to be added (in units of
K-1
potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B) are based on research/field studies
K20
potash
for the crop being grown, not on soil test results. K-1 and P-1 values are based on test results and should be > 50. If they
Mg%
% CEC occupied by magnesium
are not, follow the fertilizer recommendations given. If Mg is needed and no lime is recommended, 0-0-22 (11.5% Mg) is
MIN
mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS-1 levels appear
Mn
manganese
only on reports for greenhouse soil or problem samples.
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
Mn-
mineral -organic soil class
notations appear on the soil report, refer to $Note: Secondary Nutrients and Micronutrients_ In general, homeowners do not
N
nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs; visit
Na
sodium
ncagr.gov/agronomi/pubs.htm.
NO3-N
nitrate nitrogen
ORG
organic soil class
Recommendations for small areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft . If you cannot find
pH
current soil pH
the exact fertilizer grade recommended on the report, visit www.ncagr.gov/agronomi/obpart4.htn*fsfind information that
P-1
phosphorus index
may help you choose a comparable alternate. For more information, read A Homeowner's Guide to Fertilizer.
P205
phosphate
S-1
sulfur index
Test Results
SS-1
soluble salt index
W/V
weight per volume
The first seven values [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity. The
Zn-AI
zinc availability index
Zn-1
zinc index
remaining 16 [P-I, K-I, Ca%, Mg%, Mn-I, Mn-All, Mn-Al2, Zn-I, Zn-AI, Cu-I, S-I, SS -I, Na, ESP, SS -I, NO3-N (not routinel
available)] indicate levels of plant nutrients or other fertility measurement. Visit wwwncagr.gov/agronomi/uvrst.htm

Waypointo
ANALYTICAL
6/23/2020
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 20-167-0007
Project Description: Granville Farms Inc
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 6/15/2020 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,
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 6

•
Waypoint
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
ANALYTICAL
www.waypointanalytical.com
Sample Summary Table
Report Number: 20-167-0007
Client Project Description: Granville Farms Inc
Lab No Client Sample ID
Matrix
Date Collected Date Received Method
Lab ID
72646 1
Solids
06/15/2020 6010D
WP MTN
72646 1
Solids
06/15/2020 SW-7471B
WP MTN
72647 2
Solids
06/15/2020 6010D
WP MTN
72647 2
Solids
06/15/2020 SW-7471B
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 20-167-0007
Lab No : 72646
Sample ID : 1
Test
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms Inc
REPORT OFANALYSIS
Report Date : 06/23/2020
Received : 06/15/2020
Pauric McGroary
Agronomist
Matrix: Solids
Sampled:
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury <0.0153 mg/Kg 0.0153
Molybdenum <0.250 mg/Kg 0.250
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
1 06/19/2011:06 DDB SW-7471B
1 06/17/20 18:46 TJS 6010D
L Limit Exceeded
Page 3 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 20-167-0007
Lab No : 72647
Sample ID : 2
Test
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms Inc
REPORT OFANALYSIS
Report Date : 06/23/2020
Received : 06/15/2020
Pauric McGroary
Agronomist
Matrix: Solids
Sampled:
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury <0.0142 mg/Kg 0.0142
Molybdenum <0.250 mg/Kg 0.250
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
1 06/19/2011:07 DDB SW-7471B
1 06/17/20 18:52 TJS 6010D
L Limit Exceeded
Page 4 of 6

WayPAoInt..
NALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 20-167-0007
Shipping Method
0 Fed Ex ® US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F-71
Custody seals intact on shipping container/cooler?
0 Yes
0 No
! Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
® Not Present
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?
0 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
0 N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes ® No
Comments:
Signature: lBrandi Watson Date & Time: 06/15/2020 09:03:24
Page 5 of 6

4
Waypoint
ANALYTICAL
S R 11111 IN 11111111111 �1ii� 111111111 11+11i11' 11111 i111 11� 020-167-
6�200007
20
Soil Plus. LLC os 02:sa
Granville Farms Inc
70;
IiA Account # 04596
Grower/Project Information
Customer Information
Granville Farms Inc.
Submitted By
Charge To
Soil Pius
Soil Plus
PO Box 1396
Farm ID Brown
[Field ID
Oxford, NC 27565
Credit Card #
CSV
Exp. Date
Phone # [phone]
E-mail address
[e-mail]
Crop info For Recommendations
Sample ID
Lab Number
(Lab Use
Only)
S1M
S21V - Specify Additional
Tests
S3M
Soluble
Salts
Texture
NO3-N
Additional
Tests
Intended
Crop
Yield
Goal
Alternative
Crop
Yield
Goal
Previous Crop
B
Cu
Fe
Mn
Na
5
Zn
1
2
x
2
3
x
Mehlich
!II
Test Packages
Special Instructions or Additional Tests
31 M - Organic matter. Phosphorus, Potassium, Calcium, Magnesium, pH. Buffer pH
Cation Exchange Capacity, and % Base Saturation.
S2M • Test S1M plus any two of the following: Sodium, Sulfur, Boron, Zinc,
Manganese, Iron, Copper. Each additional test [above two] cost $2.00
S3M - Test SIM plus Sodium, Sulfur, Boron, Zinc, Manganese, Capper. and Iran.
***Please run Mercury and Molybdenum Only***
Please make Sure Farm I❑ f5 ❑n results
Email results to [e-mail]

(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
Application
N Req.
Gallons
Total Gallons
Farm
Field
Soil Type
Net Ac.
Crop
Method
(lbs/Ac.)
Per Ac.
Per Field
TW
1
Bonneau (BoB)
16.91
Soybeans (Double Crop)
Surface
98
33,849
572,383.72
TW
2
Goldsboro (GoA)
10.71
Soybeans (Double Crop)
Surface
149
51,464
551,179.84
RL
1
Bonneau (BoB)
23.85
Soybeans (Double Crop)
Surface
98
33,849
807,294.60
CB
1
Lynchburg (Ly)
15.28
Soybeans (Double Crop)
Surface
151
52,155
796,925.81
CB
2
Norfolk (NoA)
5.49
Soybeans (Double Crop)
Surface
137
47,319
259,782.86
Totals
72.24
2,987,567
Total Gallons
41,356.13
Gallons Per Ac.
377.50
Total Dry Tons
5.23
Dry Tons Per Ac.
(7) Derived from http://nutrients.soil.ncsu.edu/yields/ for Bertie County (Realistic Nitrogen Rate)
(8) Column (7) divided by 26.501bs N per DT multiplied by 9,153 Gallons Per DT
(9) Column (8) multiplied by Column (4)

APPENDIX 7
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
W. Rob Lewis II (RL�
Land Owner Agreement
County Manager Notification
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

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 conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting
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)
RL 1
Yes
Row Crop/Small Grains
Animal Consumption
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

L 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 II) 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.
HL 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.
1V. 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

I.andowner'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.
1
Landowner name:1�/
Address: I �$Cr bJuJn I`�'r
City: k o 4, State: __ Zip: 4L • / ? 0
Phone: �� ' 33✓ E-mail address: ` 1�U f� �(� (y �1 2-Q J1na, �. Cc►✓+'M
Signature: Date: I,
NORTH CAROLINA, COUNTY
I, the undersigned Notary Public do hereby certify that 1 au l--w�S .�-1—
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
�-
WITNESS my hand and official seal this the J"
day of
Signature and seal:
My commission expires:
Lessee's/Operator's Certification,
I certify that I have read this
Lessee/operatorrname:
Address: V '
, 2 o 2C)
and do hereby agree to abide by the stipulations and restrictions as specified herein.
Bti,V I'ad t A,
,,t%r7a
V
City: 9io,/c3�9 State: 1/l
Phone: N"
Signature: Z_�
Permittee's Certification:
Zip:
E-mail address:
St Date:
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:
Jason Smith, VP
Date: 7 `02 % —a O
FORM: LOA 06-16 Page 3 of 3

SOIL PLUS
June 5, 2020
Berrie County Board of Commissioners
Attn: Ronald Wesson, Chairman
PO Box 530
Windsor, NC 27983
Reference: COUNTY BOARD NOTIFICATION ATTACHMENT
Granville Farms, Inc. "Class B" Program
Permit Number WQ0035595
Mr. Wesson:
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 may 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 dmatthews&soilplus.net. Please also feel free to visit our website
(www.soilplus.net) for more information about our programs.
Respectfully,
OAOW2
Drew Matthews
PO Box 1396
Oxford, NC 27565
[phone]
dmatthewsgsoilplus.ne t
www.soilplus.net

A47LA
L
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Date: 6/5/2020
To: Name of Chairman to the Board of County Commissioners: Ronald Wesson
Complete mailing address: �O Box 530
City: State: Zip: 27983-
County where land application sites are located: WLe
Donald R. van der Vaart
Secretary
From: Applicant's name: Granville Farms, I'i� (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith, Vice President
Complete mailing address: PO Box 1396
City: _ State: EZip: 27565-
Telephone number: ( 19) 690-8000 E-mail address: jsmithkgranvillefarmsinc.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: Lleigh Regional Office
Complete mailing address: F00 Barrett Drive
City: State: NC Zip: 27699-
Telephone number: (W 7! 91-4200
Expected date of application submission: M202
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: http://Portal.ncdenr.org/webtwg
An Equal Opportunity\AffirmativeActionEmployer -Made in part with recycled paper FORM: CBN 11-13

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Granville Farms, Inc.
Land application sites currently certified: 596.35 net acres and Total to be certified: 668.59 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status
Codes
Site/Field
ID
Landowners
�)
Lessees or Operator(s)
�)
Net Acres
Count Y
Crop(s) s
P()
Predominant Soil
Series Name b
Mapping Unit
or Rep. Slope'
N
CB-1
Curtis E. Brown
15.28
Bertie
Soybeans
Lynchburg
N
CB-2
Curtis E. Brown
5.49
Bertie
Soybeans
Norfolk
NoA
N
RL-1
W. Rob Lewis II
Curtis E. Brown
23.85
Bertie
Soybeans
Bonneau
BoB
N
TW-1
Thelma W. Walton
Curtis E. Brown
16.91
Bertie
Soybeans
Bonneau
BoB
N
Thelma W. Walton
Curtis E. Brown
10.71
Bertie
Soybeans
Goldsboro
GoA
R
R
t
R
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
P
Class
B-1
360 09' 49"
770 14' 22.8"
NAD 83
GPS
Nearest Second
23-26
C
C
CB-2
P60 09' 50.3"
770 14' 04.1"
NAD 83
GPS
Nearest Second
23-26,
C
C
RL-1
60 08' 45.5"
770 13' 08.8"
NAD 83
GPS
Nearest Second
23-26I
C
C
TW-1
�6° 08' 37.2"
770 13' 13.5"
NAD 83
GPS
Nearest Second
23-26�
C
C
TW-2
60 09' 12.9"
770 11' 10.7"
NAD 83
GPS
Nearest Second
24-2-1
C Sw
C SW
° 'ff°
. ' d"
NAD 83
ADD
Nearest Second
_
° ' ff
fl°.'."
° ' ffNAD
no O'."
83
I NAD 83
ADD
ADD
Nearest Second
Nearest Second
-
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
FORM: LASC 11-13 Page 1

N
W E
S I
obel
Q
Field CB-1&2
Field TW-2
Fields RL-1 & TW-1'
ez5l
Legend
— Road
River/Stream
Field Boundary
County Boundary
Municipal Boundary
F— Water Supply Watershed
le
v
x
N
1 0.5 0 1
Miles
Scale: 1 inch = 1 mile LOCATION MAP
T T PLUS
Drawn by: DM � O 1L. L US Granville Farms Inc. Class B Land App
Reviewed by: Bertie County, North Carolina
Date: June 2020 Soil Plus Project # 200705.1310

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Governor's Club WWTP
Chatham
NC0000088
Yes
20
-
Annually
Annually
0.3
Town of Plymouth
Plymouth WWTP
Washington
NCO020028
Yes
85
Once per permit cycle
Annually
Annually
0.3
Town of Williamston
Williamston WWTP
Martin
NCO020044
Yes
300
Once per permit cycle
Annually
Annually
0.3
Town of Tarboro
Tarboro WWTP
Edgecombe
NCO020605
Yes
829
Once per permit cycle
See Table Below
See Table Below
0.3
Town of Snow Hill
Town of Snow Hill WWTP
Greene
NCO020842
Yes
50
Once per permit cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
1,500
Once per permit cycle
See Table Below
See Table Below
0.2
Town of Robersonville
Robersonville WWTP
Martin
NCO026042
Yes
80
Once per permit cycle
Annually
Annually
0.3
Perdue Farms — Lewiston
Perdue WWTP
Bertie
NCO028835
Yes
800
Once per permit cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River Resource
Recovery Facility
Wake
NCO029033
Yes
1500
Once per permit cycle
See Table Below
See Table Below
0.3
City of Rocky Mount
Tar River Regional WWTP
Edgecombe
NCO030317
Yes
800
Once per permit
See Table Below
See Table Below
0.3
Contentnea Metropolitan
Contentnea MSD RLAP
Pitt
NCO032077
Yes
319
Annually
See Table Below
See Table Below
0.3
Sewerage District
Aqua North Carolina, Ina
Neuse River Village WWTP
Wake
NCO038784
Yes
15
-
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
-
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
-
Annually
Annually
0.3
Nature Trails Association CLP
Nature Trails M11P WWTP
Chatham
NCO043257
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hawthorne Subdivision
Wake
NCO049662
Yes
100
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Yes
10
-
Annually
Annually
0.3
Center WWTP
Carolina Water Services, Inc.
Ashley Hills WWTP
Wake
NCO051322
Yes
20
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Avocet
Wake
NCO055051
Yes
10
-
Annually
Annually
0.3
River Mill COA, Inc.
River Mill WWTP
Wake
NCO056278
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Cross Creek Mobile Estates
Wake
NCO056391
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chatham WRF
Chatham
NCO056413
Yes
50
-
Annually
Annually
0.3
Town of Stantonsburg
Stantonsburg WWTP
Wilson
NCO057606
Yes
50
Once per permit cycle
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Yes
15
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Lake Ridge Aero Park
Durham
NCO059099
Yes
10
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
of North Carolina
Amherst Subdivision WWTP
Wake
NCO061638
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Kings Grant Subdivision
Wake
NCO062219
Yes
10
-
Annually
Annually
0.3
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Yes
25
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Yes
30
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Yes
15
-
Annually
Annually
0.3
Clarke Utilities
Deer Chase WWTP
Wake
NCO063746
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Willowbrook WWTP
Wake
NCO064378
Yes
10
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
100
-
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once per permit cycle
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
-
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125
No
318
Once per permit cycle
Annually
None6
-
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133
No
318
Once per permit cycle
Annually
None6
-
Clarke Utilities
Whippoorwill WWTP
Wake
NCO073318
Yes
10
-
Annually
Annually
0.3
Town of Ahoskie
Ahoskie WWTP
Hertford
NCO088561
Yes
280
Once per permit cycle
Annually
Annually
0.3
Martin County Regional Water
Martin County WTP
Martin
NCO089435
No
319
Once per permit cycle
See Table Below
None6
-
and Sewer Authority
Aqua North Carolina, Inc.
The Preserve at Jordan Lake
Wake
WQ0018146
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Chatham
WQ0019569
Yes
10
-
Annually
Annually
0.3
Town of Pikeville
Pikeville Wastewater
Wayne
WQ0023934
Yes
75
-
Annually
Annually
0.3
Treatment Facility
KRJ Utility Company
Rockbridge WWTP
Wake
WQ0024320
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Legacy at Jordan Lake
Wake
WQ0024844
Yes
20
-
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Old North State Water
Briar Chapel Development
Chatham
WQ0028552
Yes
30
-
Annually
Annually
0.3
Company, Inc.
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hasentree Golf Community
Wake
WQ0033816
Yes
30
-
Annually
Annually
0.3
Luther Thomas Harden III
Arbor Mills MHP
Orange
NCO037869
Yes
10
-
Annually
Annually
0.3
Birchwood RV Park, LLC
Birchwood RV Park
Orange
NCO042803
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
-
Annually
Annually
0.3
Crosby Utilities, Inc.
CottonwoodBaywood
Wake
NCO065706
Yes
10
-
Annually
Annually
0.3
WWTP
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
-
Annually
Annually
0.3
Solutions, Inc.
Town of Lewiston Woodville
Lewiston Woodville WWTP
Bettie
NCO023116
Yes
25
-
Annually
Annually
0.3
Total
8,701
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV. 3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV. 4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Applied
Monitoring Frequency
Dry Tons Applied (metric tons)
(short tons per year)
(40 CFR 503 and 15A NCAC 02T
.1111 c
< 290
< 319
Once per year (Annually)
> 290 to < 1,500
> 319 to < 1,650
Once per quarter (4 x Year)
> 1,500 to < 15,000
> 1,650 to < 16,500
Once per 60 days (6 x Year)
> 15,000
> 16,500
Once per month (12 x Year)
6. Water Treatment Plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have been
generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Water Treatment Plant residuals
must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
WQ0035595 Version 2.5 Attachment A Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
If no land application events occur during a required sampling period (e.g., no land application occur during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to United States Environmental
Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0035595 Version 2.5 Attachment A Page 4 of 4

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willcox&mabe
SOI L SOLUTIONS
July 28, 2020
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Permit Application
Granville Farms — Permit No. WQ0035595
Bertie County Sites
WMSS Project No. 19-06, Phase: 02
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
FIRM - N-L W�'�Av I -
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - 2020 Soil Evaluation\Phase 02 Soil Scientist Report -
Granville Farms (WQ0035595) - Bertie County.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On July 23, 2020, 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/
Site No.
Field
No.
Predominant Soil Series /
Mapping Unit
1
Lynchburg / Ly
CB
2
Norfolk / NoA
Granville Farms, Inc.
/ WQ0035595
Bertie
TW
1
Bonneau / BoB
2
Goldsboro / GoA
RL
1
Bonneau / BoB
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.
44 7/28/20
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

Legend
House
♦ Structure
• Well
Ditch
Stream
Application Area
Buffer
Field Boundary
L Property Boundary
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: May 2020
ry{
v
FIELD 2
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to
the application area. The Review Boundary is
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0
application area.
TT r CB FIELDS 1&2 SOIL MAP
SOIL PLUS Granville Farms, Inc. (WQ0035595)
Kelford, North Carolina
Soil Plus Project # 200705.C10
400
a Feet
Figure

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Legend
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♦ Structure
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Ditch
The Compliance Boundary is established either 250
FV�Application Area
feet from the residuals application area or 50 feet
Buffer
within the property boundary, whichever is closest
❑ Field Boundary
to the application area. The Review Boundary is
Property Boundary
established midway between the Compliance 4,
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
�
L. LUS
SOIL
TW FIELD 2 SOIL MAP
Figure
Drawn by: DM
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Lewiston Woodville, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

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SITE/SOIL EVALUATION
Project No. . 02Phone No. Date: 1-71
3 �2U
Location Tj w yr Pin County: {, Property Size
Proposed Facility: �Ny /����lCAi7,wy Water Suppli
F�oS
Described By: 16LC0k'
Weather: ,V Antecedent Moisture
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
/De Surface Water:
np _ I I
Auger Boring ❑`
Pit ❑
Cut ❑
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Q-Z70
Horizon Depth I
_
_
0 , 6o
Color Munsell
J609 ¢ 2
3/2-
Texture
/S
Structure
w
Consistence
Boundary
Horizon Depth II
_
_ 2 4-
Color - Munsell
26 S
/ 5�
2. s S
S
Texture
51 C
ISC
S
S
Mottles
—
- /b & 3
f . (o
�i
Structure
kyS Z
w<
ff, tbC
Consistence
S c
SS E"e
S 5PS
YY
k- 10 02
S
Boundary
Horizon Depth III
52A_
'
0
Color - Munsell
,S (
Texture
SG
cl
Mottles
S/
I
Structure
J-64
L
S C
Consistence
SS S
�o ¢
Boundary
Horizon Depth IV
3
Color - Munsell
46 a PS
Q (0
2. S &
Texture
S
S
S G
Mottles
0 J0 ? (o 4
Structure
w s br
Consistence
SS S
Ss S p
2
Boundary
sr w
Soil Wetness
32tl
ti
1I
Restrictive Horizon
_
Saprolite
LTAR
Classification
dL
r
f{ iN�PJ
--
Pq 1A/5 - Rt
tj,41t
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
A
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
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 firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic
-M L NA/CNRu/l L

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. Phone No.
Location.e j lE �'GF,NTy Pin
County:
Date: r7 23 2 (J
Y—olk'-17E Property Size
Proposed Facility: Zq^/p &pZICR Ton/ Water Supply: On -Site Well ❑ Evaluation: Auger Boring
r-tELQ$ Community ❑ Pit
Described By: p,3 WLCC6­ Public ❑ Cut ❑
Weather: SuAM/,) ' 1`6 T Antecedent Moisture dC Surface Water:
rrC,n Tu/_ i "TIAI_7 —rGz
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
M we 4-
3/2
Texture
Structure
W4r
j'll
Consistence
Boundary
Horizon Depth II
9 _ U
2
Color — Munsell
S
5
S
Texture
gG 1%IfScl
Mottles
—
SA.
_ 073
Structure
S /C'
bklSb,C
Consistence
SSS R-
S
2
Boundary
Horizon Depth III
Color — Munsell
(0 2
Texture
S G
Mottles
Structure
S
Consistence
S
S S
ie
Boundary
Horizon Depth IV
36 _
32 — 52 fi
Color — Munsell
16(p
(o
Texture
(
G
Mottles
GIrt
, S S
Structure
Consistence
S S
/1i - 1P 13
Boundary
Soil Wetness
3 ED�l
Restrictive Horizon
_.
Saprolite
_
LTAR
Classification
2A IV —/I'll
/MfL ,Q�l
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
l
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
CONSISTENCE WET
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
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. / � � Q (p ; yy . D 2 Phone No.
Location 9eozT E CC U Enlj Pin
Proposed Facility: lRNa Water Supply
rlEcoS
Described By: Joe' Wa'I'D x
Weather: Sun(wc/ ' T Antecedent Moisture
/ _ / %-7/ - I
County:
_ Date:
act- 1? E Property Size
On -Site Well ❑ Evaluation: Auger Boring
Community ❑ Pit ❑
Public ❑ Cut ❑
Surface Water: if
—7-In/ .- I
FACTORS
PROFILE
PROFILE I
�p i k-41
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
Zao 10 3 2
z 5q 3
Texture
Structure
Consistence
Boundary
Horizon Depth II
_S2-r
_
24
Color — Munsell
6,14
2S/
& 61
Texture
) 5
SC
S S
Mottles
_
Structure
/E
Q
Consistence
S
SSr
SS S �Y
Boundary
Horizon Depth III
20 - 28
24
Color — Munsell
/o .
/0 (o
Texture
r
Mottles
_
Structure
f
S
Consistence
S .
- �l
Boundary
Horizon Depth IV
2
Color — Munsell
vg S
/ S
Texture
G
Mottles
_
C _1,4qgCa 2
Structure
S ,64
Consistence
s'
s
Boundary
Soil Wetness
7 -S 2 M
4 "
Restrictive Horizon
—.
Saprolite
LTAR
Classification
EI/i 14
bN 0 F4 U
L-
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
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SL032167
�5{i �141..tiL Client: Jason Smith
Advisor: Drew Matthews
Heavy Metals Granville Farms, Inc.
Soil Plus LLC
;• PO Box 1396
PO Box 1396 / 8220 NC
$. Soil Report Mehlich-3 Extraction Oxford, NC 27565
+_
Hwy 96
Oxford, NC 27565
Links to Helpful Information Sampled County: Bertie
Client ID: 405110
Advisor ID: 398292
Sampled: 05/26/2020 Received: 06/15/2020 Completed: 06/19/2020 Farm: Rob Lewis
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results.
Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium
(Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Although the above metals here are not believed
to pose a concern for
plant growth, continue to monitor these and note where elevated above background levels. Note any lime and fertilizer recommendations. Where soil test phosphorus (P) is
very hi h (P-I > 100), crops will not respond to additional P applied. Ja athi Kamalakanthan, Agronomist, 6/19/2020
Sample ID: 001
Recommendations: Lime Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn
Cu B
Information
Lime History:
1-Soybean 1.3 0 0 110 25 0 0 0
0 0
Note: 3
2 - 0.0
Test Results [units - W/V in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]: Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI
Cu-I Na ESP SS -I NO3-N
0.27 1.30 2.6 30 1.8 4.5 398 16 20 6 49 30 28 271 271
195 0.1 4
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.0 Nickel, 0.3 Chromium, 0.3 Lead,
3.6 Selenium, 0.1
Noah Carolina
i�
Fut aiW Trum F and Ciwn1n155kM
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SLO32167
Jason Smith
Page 2 of 2
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Report Abbreviations
Lime
Ac
exchangeable acidity
If testing finds that soil pH is too low for the crop(s) indicated, a lime recommendation will be given in units of either
B
boron
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
BS%
% CEC occupied by basic cations
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 Ib/1000 sq ft) at onE
Ca%
% CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate
CEC
cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime.
Cu-I
copper index
ESP
exchangeable sodium percent
Fertilizer
HM%
percent humic matter
Recommendations for field crops or other large areas are listed separately for each nutrient to be added (in units of
K-1
potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B) are based on research/field studies
K20
potash
for the crop being grown, not on soil test results. K-1 and P-1 values are based on test results and should be > 50. If they
Mg%
% CEC occupied by magnesium
are not, follow the fertilizer recommendations given. If Mg is needed and no lime is recommended, 0-0-22 (11.5% Mg) is
MIN
mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS-1 levels appear
Mn
manganese
only on reports for greenhouse soil or problem samples.
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
Mn-
mineral -organic soil class
notations appear on the soil report, refer to $Note: Secondary Nutrients and Micronutrients_ In general, homeowners do not
N
nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs; visit
Na
sodium
ncagr.gov/agronomi/pubs.htm.
NO3-N
nitrate nitrogen
ORG
organic soil class
Recommendations for small areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft . If you cannot find
pH
current soil pH
the exact fertilizer grade recommended on the report, visit www.ncagr.gov/agronomi/obpart4.htn*fsfind information that
P-1
phosphorus index
may help you choose a comparable alternate. For more information, read A Homeowner's Guide to Fertilizer.
P205
phosphate
S-1
sulfur index
Test Results
SS-1
soluble salt index
W/V
weight per volume
The first seven values [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity. The
Zn-AI
zinc availability index
Zn-1
zinc index
remaining 16 [P-I, K-I, Ca%, Mg%, Mn-I, Mn-All, Mn-Al2, Zn-I, Zn-AI, Cu-I, S-I, SS -I, Na, ESP, SS -I, NO3-N (not routinel
available)] indicate levels of plant nutrients or other fertility measurement. Visit wwwncagr.gov/agronomi/uvrst.htm

Waypointo
ANALYTICAL
6/23/2020
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 20-167-0006
Project Description: Granville Farms Inc
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 6/15/2020 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,
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 5

•
7621 Whitepine Road, Richmond, VA 23237
Waypoint
Main 804-743-9401 0 Fax [phone]
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 20-167-0006
Client Project Description: Granville Farms Inc
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
72645 1 Solids 06/15/2020 SW-7471B WP MTN
72645 1 Solids 06/15/2020 6010D WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 5

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 20-167-0006
Lab No : 72645
Sample ID : 1
Test
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms Inc
REPORT OFANALYSIS
Report Date : 06/23/2020
Received : 06/15/2020
Pauric McGroary
Agronomist
Matrix: Solids
Sampled:
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury <0.0155 mg/Kg 0.0155
Molybdenum <0.250 mg/Kg 0.250
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
1 06/19/2011:05 DDB SW-7471B
1 06/17/20 18:41 TJS 6010D
L Limit Exceeded
Page 3 of 5

WayPAoInt..
NALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 20-167-0006
Shipping Method
0 Fed Ex ® US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F-71
Custody seals intact on shipping container/cooler?
0 Yes
0 No
! Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
® Not Present
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?
0 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
0 N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes ® No
Comments:
Signature: lBrandi Watson Date & Time: 06/15/2020 08:43:16
Page 4 of 5

waio
ANALYTICAL
Sol, � �zo�
Soil Plus. LLC 06 15-2
Granville Farms Inc
jI Account # 04595
Grower/Project Information
L ua«, rtv, i p „u, , nation
Granville Farms Inc.
Submitted By
Charge To
Soil Plus
Soil Plus
PO Box 1396
Farm ID
Rob Lewis
Field ID
Oxford, NC 27565
Credit Card #
CSV
Exp. Date:
I
Phone #
252-883-9391
E-mail address
[e-mail]
Crop Into For Recommendations
Sample ID
Lab Number
(Lab Use
Only)
S1M
S2M - Specify Additional
Tests
S3M
5
Saltsalts
Texture
NO,-N
Additional
Tests
Intended
Crap
Yield
Goal
Alternative
Crap
Yield
Goal
previous Crop
B
Cu
Fe
Mn
Na
S
Zn
X
Mehlich III Test Packages
Special Instructions or Additional Tests
S 1 M - Organic matter, Phosphorus, Potassium, Calcium, Magnesium, pH, Buffer pH
Cation Exchange Capacity, and °gyp Base Saturation.
SZM - Test S 1 M plus any two of the following: Sodium, sulfur, Boron, Zmc,
Manganese, Iron, Copper. Each additional test (above two) cost $2.00.
S3M - Test S 1 M plus Sodium. Sulfur, Boron, Zinc. Manganese, Copper, and Iron
***Please run Mercury and Molybdenum Only***
Please make Sure Farm ID Is on results
Email results to samples@Sollplus-net

(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
Application
N Req.
Gallons
Total Gallons
Farm
Field
Soil Type
Net Ac.
Crop
Method
(lbs/Ac.)
Per Ac.
Per Field
TW
1
Bonneau (BoB)
16.91
Soybeans (Double Crop)
Surface
98
33,849
572,383.72
TW
2
Goldsboro (GoA)
10.71
Soybeans (Double Crop)
Surface
149
51,464
551,179.84
RL
1
Bonneau (BoB)
23.85
Soybeans (Double Crop)
Surface
98
33,849
807,294.60
CB
1
Lynchburg (Ly)
15.28
Soybeans (Double Crop)
Surface
151
52,155
796,925.81
CB
2
Norfolk (NoA)
5.49
Soybeans (Double Crop)
Surface
137
47,319
259,782.86
Totals
72.24
2,987,567
Total Gallons
41,356.13
Gallons Per Ac.
377.50
Total Dry Tons
5.23
Dry Tons Per Ac.
(7) Derived from http://nutrients.soil.ncsu.edu/yields/ for Bertie County (Realistic Nitrogen Rate)
(8) Column (7) divided by 26.501bs N per DT multiplied by 9,153 Gallons Per DT
(9) Column (8) multiplied by Column (4)

APPENDIX 8
2020 PERMIT MODIFICATION
Granville Farms, Inc. (WQ0035595)
Thelma W. Walton (TW)
Land Owner Agreement
County Manager Notification
Maps
Soil Boring & Certification
Soil Samples and Biosolid Utilization

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 conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting
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)
TW 1 & 2
Yes
Row Crop/Small Grains
Animal Consumption
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

L 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 II) 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.
HL 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.
1V. 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: `� It L(o?� /� , a✓ /�
Address: o� / l,e e �°Glv''L i b
04 y d.7
City: State: �� ' Zip: OS 7000
Phone: 4 - j 7 6 E-mail addr/e;
Signature:
Date: ?( -- IG 40 ow
NORTH CAROLINA, C ro i V j I L COUNTY
I, the undersigned Notary Public do hereby certify that T e 1 Yn �x.. 0, Oa �OYI
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this the
day of HPr,,` J
Signature and seal: o,
My commission expires: y s
Lessee's/Operator's Certification:
520
0O,_k/Ty N Ga
I certify that I have read this -Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
1c
Lessee/operator name:
Address: 0O °R cf A-f
cry
City: ��m � State: /!a C',- Zip: � 2 D 7� 17
Phone: `� �� 6� `� E-mail address:
Signature: t //d.�'�+ "1� Date: l p� a ao
Permittee's Certification:
I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Signing official name:
Signature:
Jason Smith, VP
Date: 14,'-14'
FORM: LOA 06-16 Page 3 of 3

SOIL PLUS
June 5, 2020
Berrie County Board of Commissioners
Attn: Ronald Wesson, Chairman
PO Box 530
Windsor, NC 27983
Reference: COUNTY BOARD NOTIFICATION ATTACHMENT
Granville Farms, Inc. "Class B" Program
Permit Number WQ0035595
Mr. Wesson:
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 may 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 dmatthews&soilplus.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]
dmatthewsgsoilplus.ne t
www.soilplus.net

A47LA
L
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Date: 6/5/2020
To: Name of Chairman to the Board of County Commissioners: Ronald Wesson
Complete mailing address: �O Box 530
City: State: Zip: 27983-
County where land application sites are located: WLe
Donald R. van der Vaart
Secretary
From: Applicant's name: Granville Farms, I'i� (on behalf of the Division of Water Resources in accordance with
Session Law 2013-340)
Contact person and title: Jason Smith, Vice President
Complete mailing address: PO Box 1396
City: _ State: EZip: 27565-
Telephone number: ( 19) 690-8000 E-mail address: jsmithkgranvillefarmsinc.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: Lleigh Regional Office
Complete mailing address: F00 Barrett Drive
City: State: NC Zip: 27699-
Telephone number: (W 7! 91-4200
Expected date of application submission: M202
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: http://Portal.ncdenr.org/webtwg
An Equal Opportunity\AffirmativeActionEmployer -Made in part with recycled paper FORM: CBN 11-13

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Granville Farms, Inc.
Land application sites currently certified: 596.35 net acres and Total to be certified: 668.59 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status
Codes
Site/Field
ID
Landowners
�)
Lessees or Operator(s)
�)
Net Acres
Count Y
Crop(s) s
P()
Predominant Soil
Series Name b
Mapping Unit
or Rep. Slope'
N
CB-1
Curtis E. Brown
15.28
Bertie
Soybeans
Lynchburg
N
CB-2
Curtis E. Brown
5.49
Bertie
Soybeans
Norfolk
NoA
N
RL-1
W. Rob Lewis II
Curtis E. Brown
23.85
Bertie
Soybeans
Bonneau
BoB
N
TW-1
Thelma W. Walton
Curtis E. Brown
16.91
Bertie
Soybeans
Bonneau
BoB
N
Thelma W. Walton
Curtis E. Brown
10.71
Bertie
Soybeans
Goldsboro
GoA
R
R
t
R
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
'Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
IL WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
P
Class
B-1
360 09' 49"
770 14' 22.8"
NAD 83
GPS
Nearest Second
23-26
C
C
CB-2
P60 09' 50.3"
770 14' 04.1"
NAD 83
GPS
Nearest Second
23-26,
C
C
RL-1
60 08' 45.5"
770 13' 08.8"
NAD 83
GPS
Nearest Second
23-26I
C
C
TW-1
�6° 08' 37.2"
770 13' 13.5"
NAD 83
GPS
Nearest Second
23-26�
C
C
TW-2
60 09' 12.9"
770 11' 10.7"
NAD 83
GPS
Nearest Second
24-2-1
C Sw
C SW
° 'ff°
. ' d"
NAD 83
ADD
Nearest Second
_
° ' ff
fl°.'."
° ' ffNAD
no O'."
83
I NAD 83
ADD
ADD
Nearest Second
Nearest Second
-
Note: Please keep the site information (I.) and waterbody information (IL) of the same field on the same page.
FORM: LASC 11-13 Page 1

N
W E
S I
obel
Q
Field CB-1&2
Field TW-2
Fields RL-1 & TW-1'
ez5l
Legend
— Road
River/Stream
Field Boundary
County Boundary
Municipal Boundary
F— Water Supply Watershed
le
v
x
N
1 0.5 0 1
Miles
Scale: 1 inch = 1 mile LOCATION MAP
T T PLUS
Drawn by: DM � O 1L. L US Granville Farms Inc. Class B Land App
Reviewed by: Bertie County, North Carolina
Date: June 2020 Soil Plus Project # 200705.1310

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Governor's Club WWTP
Chatham
NC0000088
Yes
20
-
Annually
Annually
0.3
Town of Plymouth
Plymouth WWTP
Washington
NCO020028
Yes
85
Once per permit cycle
Annually
Annually
0.3
Town of Williamston
Williamston WWTP
Martin
NCO020044
Yes
300
Once per permit cycle
Annually
Annually
0.3
Town of Tarboro
Tarboro WWTP
Edgecombe
NCO020605
Yes
829
Once per permit cycle
See Table Below
See Table Below
0.3
Town of Snow Hill
Town of Snow Hill WWTP
Greene
NCO020842
Yes
50
Once per permit cycle
Annually
Annually
0.3
City of Wilson
Wilson WWTP
Wilson
NCO023906
Yes
1,500
Once per permit cycle
See Table Below
See Table Below
0.2
Town of Robersonville
Robersonville WWTP
Martin
NCO026042
Yes
80
Once per permit cycle
Annually
Annually
0.3
Perdue Farms — Lewiston
Perdue WWTP
Bertie
NCO028835
Yes
800
Once per permit cycle
See Table Below
See Table Below
0.3
City of Raleigh
Neuse River Resource
Recovery Facility
Wake
NCO029033
Yes
1500
Once per permit cycle
See Table Below
See Table Below
0.3
City of Rocky Mount
Tar River Regional WWTP
Edgecombe
NCO030317
Yes
800
Once per permit
See Table Below
See Table Below
0.3
Contentnea Metropolitan
Contentnea MSD RLAP
Pitt
NCO032077
Yes
319
Annually
See Table Below
See Table Below
0.3
Sewerage District
Aqua North Carolina, Ina
Neuse River Village WWTP
Wake
NCO038784
Yes
15
-
Annually
Annually
0.3
Knightdale Estates MHP
Knightdale Estates MHP
Wake
NCO040266
Yes
15
-
Annually
Annually
0.3
Limited Partnership
WWTP
Aqua North Carolina, Inc.
Barclay Downs WWTP
Wake
NCO040606
Yes
10
-
Annually
Annually
0.3
Nature Trails Association CLP
Nature Trails M11P WWTP
Chatham
NCO043257
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hawthorne Subdivision
Wake
NCO049662
Yes
100
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Cole Park Plaza Shopping
Chatham
NCO051314
Yes
10
-
Annually
Annually
0.3
Center WWTP
Carolina Water Services, Inc.
Ashley Hills WWTP
Wake
NCO051322
Yes
20
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Avocet
Wake
NCO055051
Yes
10
-
Annually
Annually
0.3
River Mill COA, Inc.
River Mill WWTP
Wake
NCO056278
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Cross Creek Mobile Estates
Wake
NCO056391
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chatham WRF
Chatham
NCO056413
Yes
50
-
Annually
Annually
0.3
Town of Stantonsburg
Stantonsburg WWTP
Wilson
NCO057606
Yes
50
Once per permit cycle
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 1 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Aqua North Carolina, Inc.
Mallard Crossing WWTP
Wake
NCO058505
Yes
15
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Lake Ridge Aero Park
Durham
NCO059099
Yes
10
-
Annually
Annually
0.3
WWTP
Aqua North Carolina, Inc.
Beachwood WWTP
Wake
NCO060577
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
of North Carolina
Amherst Subdivision WWTP
Wake
NCO061638
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Kings Grant Subdivision
Wake
NCO062219
Yes
10
-
Annually
Annually
0.3
of North Carolina
WWTP
Aqua North Carolina, Inc.
Crooked Creek WWTP
Wake
NCO062715
Yes
25
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Briarwood Farms WWTP
Wake
NCO062740
Yes
30
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Wildwood Green WWTP
Wake
NCO063614
Yes
15
-
Annually
Annually
0.3
Clarke Utilities
Deer Chase WWTP
Wake
NCO063746
Yes
10
-
Annually
Annually
0.3
Carolina Water Services, Inc.
Willowbrook WWTP
Wake
NCO064378
Yes
10
-
Annually
Annually
0.3
of North Carolina
Aqua North Carolina, Inc.
Neuse Colony WWTP
Johnston
NCO064564
Yes
100
-
Annually
Annually
0.3
Town of Kenly
Kenly Regional WWTP
Johnston
NCO064891
Yes
318
Once per permit cycle
Annually
Annually
0.3
Aqua North Carolina, Inc.
Tradewinds WWTP
Wake
NCO065714
Yes
10
-
Annually
Annually
0.3
City of Rocky Mount
Tar River WTP
Nash
NCO072125
No
318
Once per permit cycle
Annually
None6
-
City of Rocky Mount
Sunset Avenue WTP
Nash
NCO072133
No
318
Once per permit cycle
Annually
None6
-
Clarke Utilities
Whippoorwill WWTP
Wake
NCO073318
Yes
10
-
Annually
Annually
0.3
Town of Ahoskie
Ahoskie WWTP
Hertford
NCO088561
Yes
280
Once per permit cycle
Annually
Annually
0.3
Martin County Regional Water
Martin County WTP
Martin
NCO089435
No
319
Once per permit cycle
See Table Below
None6
-
and Sewer Authority
Aqua North Carolina, Inc.
The Preserve at Jordan Lake
Wake
WQ0018146
Yes
20
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Colvard Farms
Chatham
WQ0019569
Yes
10
-
Annually
Annually
0.3
Town of Pikeville
Pikeville Wastewater
Wayne
WQ0023934
Yes
75
-
Annually
Annually
0.3
Treatment Facility
KRJ Utility Company
Rockbridge WWTP
Wake
WQ0024320
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
The Legacy at Jordan Lake
Wake
WQ0024844
Yes
20
-
Annually
Annually
0.3
WQ0035595 Version 2.5 Attachment A Page 2 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for Non-
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
hazardous
Metals and
Pathogen &
Mineralizati
per Year'
Characteristics 2
Nutrients 3,5
Vector Attraction
on Rate
Reductions 1,5
Old North State Water
Briar Chapel Development
Chatham
WQ0028552
Yes
30
-
Annually
Annually
0.3
Company, Inc.
Aqua North Carolina, Inc.
Westfall WWTP
Chatham
WQ0028798
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Hasentree Golf Community
Wake
WQ0033816
Yes
30
-
Annually
Annually
0.3
Luther Thomas Harden III
Arbor Mills MHP
Orange
NCO037869
Yes
10
-
Annually
Annually
0.3
Birchwood RV Park, LLC
Birchwood RV Park
Orange
NCO042803
Yes
10
-
Annually
Annually
0.3
Aqua North Carolina, Inc.
Chapel Ridge WWTP
Chatham
WQ0022870
Yes
10
-
Annually
Annually
0.3
Crosby Utilities, Inc.
CottonwoodBaywood
Wake
NCO065706
Yes
10
-
Annually
Annually
0.3
WWTP
Total Environmental
Lake Royale WWTP
Franklin
NCO042510
Yes
10
-
Annually
Annually
0.3
Solutions, Inc.
Town of Lewiston Woodville
Lewiston Woodville WWTP
Bettie
NCO023116
Yes
25
-
Annually
Annually
0.3
Total
8,701
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and coirosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV. 3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IV. 4.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Applied
Monitoring Frequency
Dry Tons Applied (metric tons)
(short tons per year)
(40 CFR 503 and 15A NCAC 02T
.1111 c
< 290
< 319
Once per year (Annually)
> 290 to < 1,500
> 319 to < 1,650
Once per quarter (4 x Year)
> 1,500 to < 15,000
> 1,650 to < 16,500
Once per 60 days (6 x Year)
> 15,000
> 16,500
Once per month (12 x Year)
6. Water Treatment Plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have been
generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Water Treatment Plant residuals
must be treated and processed in a manner as to not meet the definition of "Biological Residuals" as defined in 15A NCAC 02T .1102(6).
WQ0035595 Version 2.5 Attachment A Page 3 of 4

ATTACHMENT A — APPROVED RESIDUAL SOURCES
Granville Farms, Inc.
Certification Date: June 5, 2020
Permit Number: WQ0035595 Version: 2.5
If no land application events occur during a required sampling period (e.g., no land application occur during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to United States Environmental
Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0035595 Version 2.5 Attachment A Page 4 of 4

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Legend
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;
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Ditch
The Compliance Boundary is established either 250 }
Application Area
feet from the residuals application area or 50 feet
® Buffer
within the property boundary, whichever is closest
❑ Field Boundary
to the application area. The Review Boundary is ` ..
Property Boundary
established midway between the Compliance 4
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
TW FIELD 2 SOIL MAP
Figure
Drawn by: DM
�
L. LUS
SOIL
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Lewiston Woodville, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

willcox&mabe
SOI L SOLUTIONS
July 28, 2020
Granville Farms, Inc.
P.O. Box 1396
Oxford, North Carolina 27565
Attention: Mr. Jason Smith
Reference: Soil Scientist Services for Permit Application
Granville Farms — Permit No. WQ0035595
Bertie County Sites
WMSS Project No. 19-06, Phase: 02
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
FIRM - N-L W�'�Av I -
Martin Mabe
Partner / Agronomist
Rob Willcox, L.S.S.
Partner / Soil Scientist
Attachments: Appendix I — Summary Table
Appendix H — Maps, Soil Profile Description Sheets
Shared\WMSS Projects\2019\19-06 Granville Farms\Phase 02 - 2020 Soil Evaluation\Phase 02 Soil Scientist Report -
Granville Farms (WQ0035595) - Bertie County.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willcoxmabesoil.com

APPENDIX I - SUMMARY TABLE

On July 23, 2020, 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/
Site No.
Field
No.
Predominant Soil Series /
Mapping Unit
1
Lynchburg / Ly
CB
2
Norfolk / NoA
Granville Farms, Inc.
/ WQ0035595
Bertie
TW
1
Bonneau / BoB
2
Goldsboro / GoA
RL
1
Bonneau / BoB
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.
44 7/28/20
Rob Willcox
NC Licensed Soil Scientist # 1098

APPENDIX II - MAPS, SOIL PROFILE DESCRIPTION SHEETS

Legend
House
♦ Structure
• Well
Ditch
Stream
Application Area
Buffer
Field Boundary
L Property Boundary
Soil Boundary
Scale: 1 inch = 400 feet
Drawn by: DM
Reviewed by:
Date: May 2020
ry{
v
FIELD 2
The Compliance Boundary is established either 250
feet from the residuals application area or 50 feet
within the property boundary, whichever is closest to
the application area. The Review Boundary is
established midway between the Compliance
Boundary and the perimeter of the residuals 400 200 0
application area.
TT r CB FIELDS 1&2 SOIL MAP
SOIL PLUS Granville Farms, Inc. (WQ0035595)
Kelford, North Carolina
Soil Plus Project # 200705.C10
400
a Feet
Figure

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Ditch
The Compliance Boundary is established either 250
FV�Application Area
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Buffer
within the property boundary, whichever is closest
❑ Field Boundary
to the application area. The Review Boundary is
Property Boundary
established midway between the Compliance 4,
Boundary and the perimeter of the residuals 400 200 0 400
Soil Boundary
application area.
Feet
Scale: 1 inch = 400 feet
�
L. LUS
SOIL
TW FIELD 2 SOIL MAP
Figure
Drawn by: DM
Granville Farms, Inc. (WQ0035595)
Reviewed by:
Lewiston Woodville, North Carolina
Date: May 2020
Soil Plus Project # 200705.C10

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WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. . 02Phone No. Date: 1-71
3 �2U
Location Tj w yr Pin County: {, Property Size
Proposed Facility: �Ny /����lCAi7,wy Water Suppli
F�oS
Described By: 16LC0k'
Weather: ,V Antecedent Moisture
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
/De Surface Water:
np _ I I
Auger Boring ❑`
Pit ❑
Cut ❑
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Q-Z70
Horizon Depth I
_
_
0 , 6o
Color Munsell
J609 ¢ 2
3/2-
Texture
/S
Structure
w
Consistence
Boundary
Horizon Depth II
_
_ 2 4-
Color - Munsell
26 S
/ 5�
2. s S
S
Texture
51 C
ISC
S
S
Mottles
—
- /b & 3
f . (o
�i
Structure
kyS Z
w<
ff, tbC
Consistence
S c
SS E"e
S 5PS
YY
k- 10 02
S
Boundary
Horizon Depth III
52A_
'
0
Color - Munsell
,S (
Texture
SG
cl
Mottles
S/
I
Structure
J-64
L
S C
Consistence
SS S
�o ¢
Boundary
Horizon Depth IV
3
Color - Munsell
46 a PS
Q (0
2. S &
Texture
S
S
S G
Mottles
0 J0 ? (o 4
Structure
w s br
Consistence
SS S
Ss S p
2
Boundary
sr w
Soil Wetness
32tl
ti
1I
Restrictive Horizon
_
Saprolite
LTAR
Classification
dL
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--
Pq 1A/5 - Rt
tj,41t
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
A
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
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 firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic
-M L NA/CNRu/l L

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. Phone No.
Location.e j lE �'GF,NTy Pin
County:
Date: r7 23 2 (J
Y—olk'-17E Property Size
Proposed Facility: Zq^/p &pZICR Ton/ Water Supply: On -Site Well ❑ Evaluation: Auger Boring
r-tELQ$ Community ❑ Pit
Described By: p,3 WLCC6­ Public ❑ Cut ❑
Weather: SuAM/,) ' 1`6 T Antecedent Moisture dC Surface Water:
rrC,n Tu/_ i "TIAI_7 —rGz
FACTORS
PROFILE
PROFILE
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
M we 4-
3/2
Texture
Structure
W4r
j'll
Consistence
Boundary
Horizon Depth II
9 _ U
2
Color — Munsell
S
5
S
Texture
gG 1%IfScl
Mottles
—
SA.
_ 073
Structure
S /C'
bklSb,C
Consistence
SSS R-
S
2
Boundary
Horizon Depth III
Color — Munsell
(0 2
Texture
S G
Mottles
Structure
S
Consistence
S
S S
ie
Boundary
Horizon Depth IV
36 _
32 — 52 fi
Color — Munsell
16(p
(o
Texture
(
G
Mottles
GIrt
, S S
Structure
Consistence
S S
/1i - 1P 13
Boundary
Soil Wetness
3 ED�l
Restrictive Horizon
_.
Saprolite
_
LTAR
Classification
2A IV —/I'll
/MfL ,Q�l
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
l
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
CONSISTENCE WET
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
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

WILLCOX & MABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. / � � Q (p ; yy . D 2 Phone No.
Location 9eozT E CC U Enlj Pin
Proposed Facility: lRNa Water Supply
rlEcoS
Described By: Joe' Wa'I'D x
Weather: Sun(wc/ ' T Antecedent Moisture
/ _ / %-7/ - I
County:
_ Date:
act- 1? E Property Size
On -Site Well ❑ Evaluation: Auger Boring
Community ❑ Pit ❑
Public ❑ Cut ❑
Surface Water: if
—7-In/ .- I
FACTORS
PROFILE
PROFILE I
�p i k-41
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
_
Color Munsell
Zao 10 3 2
z 5q 3
Texture
Structure
Consistence
Boundary
Horizon Depth II
_S2-r
_
24
Color — Munsell
6,14
2S/
& 61
Texture
) 5
SC
S S
Mottles
_
Structure
/E
Q
Consistence
S
SSr
SS S �Y
Boundary
Horizon Depth III
20 - 28
24
Color — Munsell
/o .
/0 (o
Texture
r
Mottles
_
Structure
f
S
Consistence
S .
- �l
Boundary
Horizon Depth IV
2
Color — Munsell
vg S
/ S
Texture
G
Mottles
_
C _1,4qgCa 2
Structure
S ,64
Consistence
s'
s
Boundary
Soil Wetness
7 -S 2 M
4 "
Restrictive Horizon
—.
Saprolite
LTAR
Classification
EI/i 14
bN 0 F4 U
L-
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
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sbk
subangular blocky
abk
angular blocky
pl
platy
pr
prismatic

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SL032168
Client: Jason Smith
Advisor: Drew Matthews
vo- Heavy Metals
Granville Farms, Inc.
Soil Plus LLC
J`'{i {
PO Box 1396
PO Box 1396 / 8220 NC
:.$� Soil Report Mehlich-3 Extraction
-A cOxford,
Oxford, NC 27565
Hwy 96
NC 27565
Links to Helpful Information
Sampled County: Bertie
Client ID: 405110
Advisor ID: 398292
Sampled: 05/26/2020 Received: 06/15/2020 Completed: 06/22/2020 Farm: Walton
Agronomist's Comments:
This report contains both routine soil test information as well as heavy metals data in a section labeled as Heavy Metals under soil test lab results.
Using Mehlich 3 as a
soil test extractant, background levels of these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium
(Cd)- 0.1 ppm, chromium
(Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm (FY2005-2007). Note elevated lead (Pb) in sample 002. Although
the above metals here
are not believed to pose a concern for plant growth, continue to monitor these and note where elevated above background levels. Note any lime and fertilizer
recommendations. Where soil test phosphorus (P) is very high (P-I > 100), crops will not respond to additional P applied. Jagathi Kamalakanthan, Agronomist, 6/19/2020
Sample ID: 001
Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O Mg S Mn Zn
Cu B
Information
Lime History:
1-Soybean 1.2 0 0
140 25 0 10 0
0 0
Note: 3
2 - 0.0
0
Test Results [units - W/V in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg%
S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI
Cu-I Na ESP SS -I NO3-N
0.27 1.40 1.9 20 1.6 4.3 300 5 14 5
34 9 15 125 125
203 0.0
Heavy Metals (parts per million): Arsenic, 0.2 Cadmium, 0.0
Nickel, 0.2 Chromium, 0.3 Lead,
3.7 Selenium, 0.0
Sample ID: 002
Recommendations: Lime
Nutrients (lb/acre)
More
Crop (tons/acre) N P2O5
K2O Mg S Mn Zn
Cu B
Information
Lime History:
1-Soybean 1.6 0 0
90 25 0 0 0
0 0
Note: 3
2 - 0.0
Test Results [units - W/V in g/cm3; CEC and Na in meq/100 cm3; NO3-N in mg/dm3]:
Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg%
S-1 Mn-I Mn-All Mn-AI2 Zn-I Zn-AI
Cu-I Na ESP SS -I NO3-N
0.86 1.20 3.3 33 2.2 4.6 133 26 21 9
48 35 31 49 49
89 0.1 3
Heavy Metals (parts per million): Arsenic, 0.4 Cadmium, 0.1
Nickel, 0.3 Chromium, 0.2 Lead,
6.4 Selenium, 0.1
NO&I Carolina
Tobacco Trust Fw►d C47mmisslon
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Aqriculture

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY20-SLO32168
Jason Smith
Page 2 of 2
Understanding the Soil Report: explanation of measurements, abbreviations and units
Recommendations
Report Abbreviations
Lime
Ac
exchangeable acidity
If testing finds that soil pH is too low for the crop(s) indicated, a lime recommendation will be given in units of either
B
boron
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before planting.
BS%
% CEC occupied by basic cations
For no -till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre (50 Ib/1000 sq ft) at onE
Ca%
% CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate
CEC
cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime.
Cu-I
copper index
ESP
exchangeable sodium percent
Fertilizer
HM%
percent humic matter
Recommendations for field crops or other large areas are listed separately for each nutrient to be added (in units of
K-1
potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B) are based on research/field studies
K20
potash
for the crop being grown, not on soil test results. K-1 and P-1 values are based on test results and should be > 50. If they
Mg%
% CEC occupied by magnesium
are not, follow the fertilizer recommendations given. If Mg is needed and no lime is recommended, 0-0-22 (11.5% Mg) is
MIN
mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS-1 levels appear
Mn
manganese
only on reports for greenhouse soil or problem samples.
Mn-All
Mn-availability index for crop 1
Mn-Al2
Mn-availability index for crop 2
Mn-I
manganese index
Farmers and other commercial producers should pay special attention to micronutrient levels. If $, pH$, $pH, C or Z
Mn-
mineral -organic soil class
notations appear on the soil report, refer to $Note: Secondary Nutrients and Micronutrients_ In general, homeowners do not
N
nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs; visit
Na
sodium
ncagr.gov/agronomi/pubs.htm.
NO3-N
nitrate nitrogen
ORG
organic soil class
Recommendations for small areas, such as home lawns/gardens, are listed in units of Ib/1000 sq ft . If you cannot find
pH
current soil pH
the exact fertilizer grade recommended on the report, visit www.ncagr.gov/agronomi/obpart4.htn*fsfind information that
P-1
phosphorus index
may help you choose a comparable alternate. For more information, read A Homeowner's Guide to Fertilizer.
P205
phosphate
S-1
sulfur index
Test Results
SS-1
soluble salt index
W/V
weight per volume
The first seven values [soil class, HM%, W/V, CEC, BS%, Ac and pH] describe the soil and its degree of acidity. The
Zn-AI
zinc availability index
Zn-1
zinc index
remaining 16 [P-I, K-I, Ca%, Mg%, Mn-I, Mn-All, Mn-Al2, Zn-I, Zn-AI, Cu-I, S-I, SS -I, Na, ESP, SS -I, NO3-N (not routinel
available)] indicate levels of plant nutrients or other fertility measurement. Visit wwwncagr.gov/agronomi/uvrst.htm

Waypointo
ANALYTICAL
6/19/2020
Soil Plus, LLC
Joyce Barrett
P.O. Box 1396
Oxford, NC, 27565
Ref: Analytical Testing
Report Number: 20-167-0005
Project Description: Granville Farms Inc
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Dear Joyce Barrett:
Waypoint Analytical Virginia, Inc. received sample(s) on 6/15/2020 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,
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 6

•
Waypoint
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
ANALYTICAL
www.waypointanalytical.com
Sample Summary Table
Report Number: 20-167-0005
Client Project Description: Granville Farms Inc
Lab No Client Sample ID
Matrix
Date Collected Date Received Method
Lab ID
72643 1
Solids
06/15/2020 6010D
WP MTN
72643 1
Solids
06/15/2020 SW-7471B
WP MTN
72644 2
Solids
06/15/2020 6010D
WP MTN
72644 2
Solids
06/15/2020 SW-7471B
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 2 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 20-167-0005
Lab No : 72643
Sample ID : 1
Test
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms Inc
REPORT OFANALYSIS
Report Date : 06/19/2020
Received : 06/15/2020
Pauric McGroary
Agronomist
Matrix: Solids
Sampled:
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury 0.0177 mg/Kg 0.0154
Molybdenum <0.250 mg/Kg 0.250
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
1 06/18/2012:49 DDB SW-7471B
1 06/17/20 18:31 TJS 6010D
L Limit Exceeded
Page 3 of 6

Waypointo
ANALYTICAL
04596
Soil Plus, LLC
Project
Joyce Barrett
P.O. Box 1396
Information
Oxford , NC 27565
Report Number : 20-167-0005
Lab No : 72644
Sample ID : 2
Test
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Granville Farms Inc
REPORT OFANALYSIS
Report Date : 06/19/2020
Received : 06/15/2020
Pauric McGroary
Agronomist
Matrix: Solids
Sampled:
Results Units MQL DF Date / Time By Analytical
Analyzed Method
Mercury 0.0350 mg/Kg 0.0156
Molybdenum <0.250 mg/Kg 0.250
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
1 06/18/2012:51 DDB SW-7471B
1 06/17/20 18:36 TJS 6010D
L Limit Exceeded
Page 4 of 6

WayPAoInt..
NALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 04596
Customer Name: Soil Plus, LLC
Report Number: 20-167-0005
Shipping Method
0 Fed Ex ® US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F-71
Custody seals intact on shipping container/cooler?
0 Yes
0 No
! Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
® Not Present
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?
0 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
0 N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes ® No
Comments:
Signature: lBrandi Watson Date & Time: 06/15/2020 08:38:03
Page 5 of 6

Way'� hint
ANALYTICAL
0% A K X M 1 r- C% I A r% W M M-r-w' & 0 W.- ORM 4J.,,j Account# 04595
IllllillllllllllllSoil Plus. �IIIIRIIiIIIII1111f11111IIIIIIIIIiIIIIIIIISIIII ��52° °
"rdnvinc ral Ina urn
Grower/Project Information rmer Information
Granville Farms Inc. auulplltwu L3r Charge To
Soil Plus
Soil Plus
PO Box 1396
Farm I❑
Walton
[Field ID
Oxford, NC 27565
Credit Card #
CSV
Exp. Date
!
Phone #
252-883-9301
E-mail address
[e-mail]
Crop Info For Recommendations
Sample I❑
Lab Number
{Lab Use
Only)
Sim
S2M - Specify Additional
Tests
SW
Soluble
Salts
Texture
NO3-AI
Additional
Tests
Intended
Crop
Yield
Goal
Alternative
Crop
Yield
Goal
previous Crop
B
Cu
Fe
Mn
Na
S
Zn
10111 g
x
2
x
Mehlich
III
Test Packages
Special Instructions or Additional Tests
S1M - Organic matter, Phosphorus, Potassium, Calcium, Magnesium, pH, Buffer pH
Cation Exchange Capacity, and % Base Saturation.
S2M - Test S1M plus any two of the following: Sodium, Sulfur, Boron, Zinc,
Manganese, Iron, Copper. Each additional test (above two) cost $2.00.
S3M - Test S 1 M plus Sodium, Sulfur, Boron, zinc, Manganese. Copper, and Iron.
'Please run Mercury and Molybdenum Only***
Please make Sure Farm I D IS On results
Email results t0 [e-mail]

(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
Application
N Req.
Gallons
Total Gallons
Farm
Field
Soil Type
Net Ac.
Crop
Method
(lbs/Ac.)
Per Ac.
Per Field
TW
1
Bonneau (BoB)
16.91
Soybeans (Double Crop)
Surface
98
33,849
572,383.72
TW
2
Goldsboro (GoA)
10.71
Soybeans (Double Crop)
Surface
149
51,464
551,179.84
RL
1
Bonneau (BoB)
23.85
Soybeans (Double Crop)
Surface
98
33,849
807,294.60
CB
1
Lynchburg (Ly)
15.28
Soybeans (Double Crop)
Surface
151
52,155
796,925.81
CB
2
Norfolk (NoA)
5.49
Soybeans (Double Crop)
Surface
137
47,319
259,782.86
Totals
72.24
2,987,567
Total Gallons
41,356.13
Gallons Per Ac.
377.50
Total Dry Tons
5.23
Dry Tons Per Ac.
(7) Derived from http://nutrients.soil.ncsu.edu/yields/ for Bertie County (Realistic Nitrogen Rate)
(8) Column (7) divided by 26.501bs N per DT multiplied by 9,153 Gallons Per DT
(9) Column (8) multiplied by Column (4)