090165_Annual Report_20230228

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NCA209165 County BLADEN Year 2022
Facility Name (as shown on Certificate of Coverage or Permit) Twin Peaks 92
Operator in Charge for this Facility Kevin Priest Certification # 985751
Land application of animal waste as allowed by the above permit occurred during the past calendar year
X YES NO. If NO, skip Part I and Part H and proceed to the certification. Also, if animal
waste was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
Total number of application Fields X or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 3 Total Useable Acres approved in the CAWMP
51
2. Total number of Fields X or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year:
3 Total Acres on which waste was applied 51
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
6,038
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 17,476
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
741
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 6 266
Smallest 0
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: Smithfield
Part II: Facility Status:
IF THE .ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during x Yes ❑ No
the past calendar year.
AFACF 3-14-03 1

2. The facility was operated in such a way that there was no direct runoff of waste from X Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past x Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during X Yes No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the x Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
5. All land application equipment was calibrated at least once during the past calendar year. X Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon x Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. X Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the x Yes ❑ No
past calendar year. ****REQUIRED EVERY 3 YEARS NOW DONE IN 2021****
10. Soil pH was maintained as specified in the permit during the past calendar Year?
11. All required monitoring and reporting was performed in accordance with the facility's
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffr requirements as specified on the permit and the CAWMP for this facility were
maintained during each application of animal waste during the past calendar year.
X Yes ❑ No
X Yes ❑ No
X Yes ❑ No
X Yes ❑ No
X Yes ❑ No
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submittcd. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Priest Brothers Holdings, LLC
Permittee Name and Title (type or print)
Signature of Permittee
�e,l IP�
Signature of Operator in Charge
(if different from Permittee)
2/22/2023
Date
2/22/2023
Date
AFACF 3-14-03 2

BARWICK AG SERVICES, LLC CLINTON, NC 910-385-1000
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
Twin Peaks #2
9-155
Curtis Barwick
11/2/2022
a. Distance from the lagoon liquid surface to the top of the sludge layer.
sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 3.47 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 4.71 acres x 6 2153 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure atthe lagoon gauge pole):
1.3
J. Determine the distance from the top of bank to the Maximum Liquid Level
1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
2.1
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
0.8
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
9.0
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
4.7
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.3
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.9
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do no ave to determine volumes.
6.6 at pump intake
Completed by: Curtis Barwick Date: 11/2/2022
Print Name /Signature

Appendix 3. Worksheet for sludge volume and treatment volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
4.3
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.9
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
755.0
ft.
5. Width at top inside slope (W)
229
ft.
200.0
ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T12))
398.5
ft.
696.6
ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
170.5
ft.
141.6
ft.
8. Volume of sludge (Vs) Vs=Lrt, W,,, T
169,850
ft3
424,218
ft3
9. Volume in gallons: Vsg=V*7.5 galdffi .
1,273.950
gal.
3,181,634
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.9
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
82
ft
12. Length at midpoint of total trot. zone Lz= L-2(S)(D-(ZJ2)
409
ft.
708.3
ft.
13. Width at midpoint of total tmt. Zone Wz = W-2(S)(D-(Z12)
181
ft.
153.3
ft.
14. Volume of total treatment zone (Vz) Vz = LZ Wz Z
444,174
ft3
890,517
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz 0.38 0.48
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000)1(447,174 - 85,000) = 84,8601362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.48