310365_Application_20240223

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Certificate Of Coverage Number: AWS310365
2. Facility Name: Bonds Bacon #2
3. Permittee's Name (same as on the Waste Management Plan): Daniel Hank Bond
4. Permittee's Mailing Address: 260 Batchelor Bay Rd
City: Wallace State: NC
Telephone Number: 910-289-7527 Ext. E-mail: honkbond7Ajzmail.com
5. Facility's Physical Address: 332-B Canlown Rd
City: Rose Hill State: NC
6. County where Facility is located: Du lin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): 5;%,Ltc. F:c.%7
10. Operator Name (OIC): Daniel Hank Bond Phone No.: 910-289-7527
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Penn it: Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28466-7108
Zip: 28458
OIC #: 1006460
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
4/20/1994
Full, clay
590,194.00
74,000.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application 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 NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): r Gtyl Title: �it10 —
Signature: Date: Z 12 / Z-T
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Bonds Bacon 42 (31-365)
Daniel Hank Bond
260 Batchelor Bay Road
Wallace, NC 28466
[phone]
01-24-2023
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Develop Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: R ��
Technical Specialist Signature Date
r`IIII --------------------------------------------------------------------------------
244412 Database Version 4.1 Date Printed: 01-24-2023 Cover Page i

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4090
Incorporated
4909
Injected
4909
Irrigated
4090
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,090
7146
-3,056
3,964,229
-1,694,933
w
--------------------------------------------------------------------------------
rwNote: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
244412 Database Version 4.1 Date Printed: 01-24-2023 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(CI)
Soil Series
Crop Sequence
RYE
1894
1
3.99
3.99
N/A
Auuyville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
1884
2
1 18AI
18.41
NIA
Autryville
Small Grain Overseed
1.0 Tans
Hybrid Bermudagrass Hay
5.5 'Tons
PLAN TOTALS: 22.40 22.40
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>- 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<_ 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Fi Iter Strips (393) and
Riparian Forest Buffers (391).
244412 Database Version 4.1 Date Printed 1/24/2023
PCs Page I of 1
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1884
1
Autryville
0.60
1.0
1884
2
Autryville
0.60
1.0
244412 Database Version 4.1 Date Printed 1/24/2023 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
lCorn 120 bu
150
14.69
27.50
55.00
82.50
Hay 6 ton R.Y.E.
300
29.38
13.75
27.50
41.25
Soybean 40 bu
160
15.67
25.78
51.56
77.34
----------------------------------- -----------------------------------------------------
244412 Database Version 4.1 Date Printed: 01-24-2023 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage C.'anacity
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
93
1
2
85
1
3
123
1
4
174
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
164
1
11
154
1
12
138
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------- ---------------------------------
244412 Database Version 4.1 Date Printed: 01-24-2023 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 14 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------------------------------------- - ----------------
244412 Database Version 4.1 Date Printed: 1/24/2023 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fail or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
---------- ------------------------------------------------------
244412 Database Version 4.1 Date Printed: 1/24/2023 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
----------------------------------------------------------------------------------
244412 Database Version 4.1 Date Printed: 1/24/2023 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------- -------------------
244412 Database Version 4.1 Date Printed: 1124/2023 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
--------------------------------------------------------------------------------
244412 Database Version 4.1 Date Printed: 01-24-2023 CropNote Page 1 of I

Brock Equipment Company
RW
MORE RIGHT 114AN RAIN 6550 Deans St
Bailey, N.C. 27807
Grower: Hank Bond Date:12/22/2022
Farm:Systern Design 1 : 12/22/2022Field Name:Field Layout 1 : 12/22/2022 Field Area:31.66 acres
System Model: E2065 System Length:432.00 ft Total Irr. Area: 18.23 acres
Number of Spans: 2

System Length 432.00 Total Spans:2
Pivot Center Lat/Long-34 50' 30.39" N / 77 54' 59.35" W
Total Irrigated Acres: 18.23 Pivot Acres: 13.46
Swing Arm Acres: Wrap Span Acres:
1 stt2nd Endgun Throw: 100
Degree of Sweep:360.00
1st12nd Endgun Areas:4.77
Drop Span Acres:
Prhnny Coverage 194 196 194 390 42
432
emaimng: 2.01
AL
"z
3M
Span Information
Span No.
1 2
Model: E2060
E2060 End Boom
E2060
Length: 194'
194' 42'
Dist - Twr.1 96.00 ft'
390.00 ft'
Pipe Size: 6
6 N/A
Outlet Sp:57"
57" 57"
Primary (1st) Endgun Areas
by Location
TwInMax
Degree from North
Degree from Pivot Start
Latitude / Longitude in Degrees
Area
(feet)
Start Stop
Start Stop
Start
Stop
Acres
Area 1
11.8 85,5
11.8 85.5
34 60'35.57"N
34 60' 30.96"N
1.42 acres
77 54'58.23" W
77 54'53,00'W
Area 2
119.6 238.6
119.6 238,6
34 50'27.93"N
34 60'27.62"N
2,30 acres
77 54' 5371 " W
77 55' 4.69" W
Area 3
272.5 327.0
272.5 327.0
34 50' 30,47" N
34 50'34.72"N
1.05 acres
77 55'5.72"W
77 56'2.98" W
Field Layout Annotations
Label
Start Lat. Start Lon.
End Lat.
End Lon.
Length
W

REINKE IRRIGATION SYSTEMS
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II Opt 5711
CASE NUMBER: RP230531
DEALER NAME: BROCK EOUIPMENT C•
ORDER NUMBER: 509457
DATE: 27 Jan 2023
OF-11:3 *141 M ki 01
NUMBER OF TOWERS: 2 NOZZLE FILES: R303OR
GAUGE PRESSURE: 54.0 psi FRICTION C-FACTOR: 135
TOTAL SYSTEM FLOW: 300.0 QDm FULL CIRCLE GPM / ACRE: 14.7
TOTAL PIPE LENGTH: 433.0 FT COVERAGE WITHOUT GUN: 435.7 FT
END GUN TYPE: TWINMAX ADJ. END GUN RADIUS: 98.7 ft
FLOW RATE & RADIUS SPECIFIED -NOT COMPUTED
SYSTEM MANUFACTURER- RMCE2 FT PIPE ID TIRE SIZE CENTER DRIVE
1 194F2060 SPAN 1, 198.3, 5.80 in
1 194F2060 SPAN 2, 194.0, 5.80 in 14.9 x 24 25:1
1 42GF OVERHANG, 40.8, 5.80 in
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by manv variables includinct, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles. tight and/or slopinct soils; improper end gun arc settings;
incorrect maintenance of Divot pressure.; unfavorable climate
conditions; and erratic and improper, oteratincf speed of the svgt-em.
.'L I -1- �� �-
Reinke Mf q. , Co. Inc. ` make t As -��:.tp the unif orml t
the coverage to s be, obtained from the
.-pr4;
other than its mathemati'da,
W
The products, whichar�'i- spe6iiie d,
as h,
design, are covered;., by 'the or-axtgn"al maiiaA,qi,UE' 'Fizz -g
3. tv
,and Dis?claimer", which aDpliei` i7b," thei,,j#d
044*11,�:dp 6g7j
own manufacture. Reink6' Mf et z Co
tqs, -
the performance of these'Dr;d
THE WARRANTIES OF MERCHAfjtk9IL-I
TY
where permitted by law, and doe
damages due to failure of these
RMCcha
r 1,2. 60
ff
ft I
fit

MURPHY FARMS, INC.
Rose Hill, North Carolina
Operator: C.C. Rouse
County: Duplin
7-)istance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 04/20/94
0 sows (farrow to finish)
x
1417.0
lbs. =
0
lbs.
0 sows (farrow to feeder)
x
522-0
lbs. =
0
lbs.
2,448 head (finishing only)
x
135.0
lbs. =
330,480
lbs.
0 sows (farrow to wean)
x
433.0
lbs. =
0
lbs.
0 head (wean to feeder)
x
30.0
lbs. =
0
lbs.
0 head (other than swine)
X
20.0
lbs. =
0
lbs.
Describe other:
Total Average Live Weight =
330,480
lbs.
Volume = 330,480 lbs. ALW x Treatment Volume(CF) / lb. ALW
Treatment Volume(CF)/Ib. ALW = 1.00 CF/lb. ALW
Volume = 330,480 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
(001, Volume = 0.0 Cibic Feet (As Per Owner's Requ4
4. TOTAL DESIGNED VOLUME
Inside Top Length: 370.00 Feet
Inside Top Width: 200.00 Feet
Top of Dike Elevation: 91.00 Feet
Bottom of Lagoon Elevation: 79.00 Feet
Freeboard Height: 1.00 Feet
Side Slopes (Inside Lagoon): 3.00 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE SSISIDE2 LENGTH WIDTH DEPTH
3.00 3.00 3.00 3.00 364.00 194.00 11.00
AREA OF TOP
LENGTH *WIDTH
364.00 194.00 70,616 Sq. Ft. (Area of Top)
AREA OF BOTTOM
LENGTH * WIDTH
298.00 128.00 = 38,144 Sq. Ft (Area of Bottom)

MURPHY FARMS, INC. Rose Hill, North Carolina
Operator: C.C. Rouse County: Duplin Date: 04/20/94
AREA OF MIDSECTION
LENGTH * WIDTH * 4
331.00 161.00 = 213,164 Sq. Ft (Area of Midsection 4)
Cu. Ft. = (Area Top + (4*Area Midsection) + Area Bottom] * Depth/6
Cu. Ft. = ( 70,616 + 213,164 + 38,144
Total Designed Volume Available = 590,194 Cu. Ft.
5. TEMPORARY STORAGE REQUIRED ..-%,
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
370.00 200.00 = 74,000 Sq. Ft.
Buildings (roof and lot water)
0.0 Sg. Ft. Describe this area:
Total Drainage Area = 74,000 Sq. Ft
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal. / day per 135 lb. ALW = 1.37
Volume = 330,480 lbs. ALW / 135 lbs. ALW * 1.37 gal/day 180 days
Volume = 603,677 Gals. or 80,705 Cu. Ft
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
0 M
Volume = 0.0 Gallons /day 180 days storage / 7.48 gal per CF
Volume = 0.0 Cubic Feet

MURPHY FARMS, INC.
Operator: C.C. Rouse
el"I"
Rose Hill, North Carolina
County: Duplin
Date: 04/20/94
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 Inches
Volume = 7.00 In. * DA / 12 Inches per Foot
Volume = 43,167 Cubic Feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.50 In. * DA / 12 Inches per Foot
Volume = 46,250 Cubic Feet
W
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80,705 Cubic Feet
5B. 0 Cubic Feet
5C. 43,167 Cubic Feet
5D. 46,250 Cubic Feet
TOTAL 170,122 Cubic Feet

MURPHY FARMS, INC.
Rose Hill, North Carolina
Id
w
Operator: C.C. Rouse
6. SUMMARY
smma=
Date: 04/20/94
Temporary Storage Period:
180
Days
Rainfall in Excess of Evaporation:
7.00
Inches
25 Year — 24 Hour Rainfall:
7.50
Inches
Freeboard Height:
1.00
Feet
Side Slopes (inside Lagoon):
3.00
:1
Inside Top Length:
370.00
Feet
Inside Top Width:
200.00
Feet
Top of Dike Elevation:
91.00
Feet
Bottom of Lagoon Elevation:
79.00
Feet
Total Required Minimum Volume:
500,602
Cu. Ft.
Actual Design Volume:
____>
590,194
Cu. Ft.
Seasonal High Watertable Elevation (SHWT):= = = = > 82.00 Feet
Stop Pumping elevation:
87.35
Feet
Must be > or = to the SHWT elev.:
82.00
Feet
Must be > or = to min. req. treatment el.:
85.00
Feet
Required Minimum Treatment Volume:
330,480
Cu. Ft.
Volume at Stop Pumping Elevation:
414,594
Cu. Ft.
Start Pumping Elevation: ====> 89.30 Feet
Must Be at Bottom of Freeboard & 25 Yr. Rainfall:
Actual Volume Less 25 Yr. — 24 Hr. Rainfall: > 543,944 Cu. Ft.
Volume at Start Pumping Elevation: = = = = > 541,579 Cu. Ft.
Required Volume to be Pumped: 123,872 Cu. Ft.
Actual Volume Planned to be Pumped: 126,985 Cu. Ft.
Min. Thickness of Soil Liner When Required:====> 1.75 Feet
7. Designed By: John Lenfestey Approved y: 0 I "�1111
DATE: -Za
1�1 DATE: 4�z 7/?,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MU RPHY FARMS, IN
P.O. Box 759
Rose Hill, NC 2845
910-289— 21, 11
Designed By: John Lenfestey
Farm Operator:
County:
Date:
Dist.to nearest residence (other than owner):
Sows (farrow to finish):
Sows (farrow to feeder):
Head (finishing only):
Sows (farrow to wean):
Head (wean to feeder):
Ave. Live Weight for other operations (lbs.):
C.C. Rouse
Duplin
04120/94
1,000.0 ft.
0
0
2,448
0
0
0
Storage volume for sludge accum. (cu. ft.):
0.00
Cu. Ft.
Treatment Volume (min. 1 cu. ft./lb.):
1.00
Cu. Ft.
25 Year — 24 Hour Rainfall (in.):
7.50
Inches
Rainfall in excess of evaporation (in.):
7.00
Inches
Drainage area of buildings & lots (sq. ft.):
0
Sq. Ft.
Volume of wash water (gallons/day):
`emporary
0
Gal/Day
storage period (days):
180
Days
Freeboard (t):
1.00
Feet
Side slopes (inside lagoon):
3.00
:1
Inside top length ft):
370.00
Feet
Inside top width ft):
200.00
Feet
Top of dike elevation ft):
91.00
Feet
Bottom of lagoon elevation ft):
79.00
Feet
Seasonal high water table(SHWT) elev. ft):
82.00
Feet
Total required volume:
500,602
Cu. Ft
**TOTAL VOL O.K.**
Actual design volume:
590,194
Cu. Ft
117.90%
Stop pumping elev. (> or = to 82.00
ft. SHWT)
87.35
Feet
(> or = to 85.00
ft. —Min.)
Required minimum treatment volume:
330,480
Cu. Ft.
**TRMT. VOL O.K.**
Volume at stop pumping elevation:
414,594
Cu. Ft.
125.45%
Start Pumping Elevation:
=====>
89.30
Feet
Volume at start pumping elevation: =====>
541,579
Cu. Ft
*STORM STOR. OX*
Actual volume less 25yr-24hr rain: =====>
543,944
Cu. Ft
100.44%
40TE: Verify that temp. storage is adequate:
Req. volume to be pumped: >
123,872
Cu. Ft.
**TEMP. VOL O.K.**
Actual volume to be pumped: = = = = = >
126,985
Cu. Ft
102.51%

MURPHY FARMS, INC.
P.O. • 759
•i Hill, NC 28458
•
-'V
F im,
Calculations By: John Lenfestey
Date: 04/12/94
Farm Operator: C.C. Rouse
County: Duplin
Distance to nearest residence (other than owner): 1,000.0 Feet
INPUT DATA:
Sows (farrow to finish)= 0
Sows(farrow /feeder) = 0
Head (finishing only) = 2,448
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Lagoon
Clay Liner
Seasonal High Water Table Elevation =
82.00
Feet
82.00
Feet
Storage Volume for Sludge Accumulation =
0.0
Cu. Ft.
0.0
CF
Treatment Volume (Min. = I CF/Lb) =
1.0
CF/Lb
1.0
CF/Lb
Inside Top Length of Dike =
370.00
Feet
380.80
Feet
Inside Top Width of Dike =
200.00
Feet
210.80
Feet
(,pTop of Dike Elevation =
91.00
Feet
91.00
Feet
-,ottom of Lagoon Elevation =
79.00
Feet
77.20
Feet
Thickness of Clay Liner =
1.80
Feet
Side Slopes on Dike =
3.0
: 1
3.0
: 1
25 Year — 24 Hour Rainfall =
7.50
Inches
7.50
In.
Rainfall in Excess of Evaporation =
7.00
Inches
7.00
In.
Minimum Permanent Storage Depth =
6.35
Feet
6.35
Feet
CALCULATED DATA:
Minimum treatment volume — livestock =
330,480
Cu. Ft
Waste Produced #1 = 80,902 Cu. Ft
#2 =
80,902
Cu. Ft.
Wash Water #1 = 0 Cu. Ft
#2 =
0
Cu. Ft.
Rainfall Excess Evap. 43,167 Cu. Ft
#2 =
43,167
Cu. Ft.
Rainfall / 25 Yr. Storm = 46,250 Cu. Ft
#2 =
46,250
Cu. Ft.
Minimum temp. storage volume of lagoon =
170,318
Cu. Ft.
#2 =
170,318
Cu. Ft.
Total minimum required treatment volume =
50Q798
Cu. Ft.
#2 =
500,798
Cu. Ft.
Total design volume available =
662,496
'Cu. Ft.
#2 =
801,306
Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner — Design Volume of Lagoon
Volume of Clay Liner = 801,306 Cu. Ft. 662,496 Cu. Ft.
Volume of Clay Liner = 138,810 Cu. Ft.
r"-flume of Clay Liner = 5,141 Cubic Yards

w
CALCULATIONS
w
w

-----------Total Volumes
Gridcell size: 5.18 by 5.19
Original drawing scale: 40.00 ft/in
Project: C.C. Rouse
Drawing: Pad & Lagoon *2
Number: 2448 Finisher
Location: Duplin County
Bid Date:
Engineer: John Lenfestey
Owner: C.G. Rouse
Estimator:
Prepared by: using SITEWORK BASIC
Date: 04/11/94 Time: 16:12:49
'inal surface: Proposed #3
Initial surface: Existing
:ut
Tight Volumes
14935. 30
16077. 63
Expansion (%)
ta•er
0.00
20.00
)ifference :-1142.33 Net Import :
Ul volumes are in cubic yards.
Expanded Volumes
i b 4ai • '77
14935.30
kl4r n 72! �e- 0 _0
VoLalm fco�
6�-cf,a
ico1' eXcowlsm o )bkg35
4357. 86
24 -55,9G,
4, z5a e-Y 0
108 C-5-' l tPc,e,
S141 C- r' t

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MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
arm Operator: C.C. Rouse
Date: 04/12/94
SPECIFICATION FOR CONSTRUCTION OF A SOIL LINER
FOR WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas.
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material.
The lagoon site is to be stripped of topsoil (minimum of 3") and stockpiled for
for use on dike and pad slopes (finished depth of 2— 31).
SECTION 2: LINER PLACEMENT
I
Construction of excavated and earthfill areas shall be performed to the neat
lines and grades as shown on the drawings. Deviations from this will require prior
approval of Quarter M Farms and/or the SCS. Earthfill shall be placed in a maximum
of 6" lifts and shall not be placed in standing water. Compaction shall be performed
by the construction equipment or by a sheeps—foot roller, or other equivalent
methods approved by the Engineer. Compaction shall be considered adequate
when fill material is consolidated to the point that settlement is not readily
detectable.
The embankment of the lagoon shall be installed using the approved SCS
materials (ie — CL,SC,CH). The materials will be from the designated borrow
area(s). The distribution and gradation of materials shal I be such that there will
r".' e no lenses, pockets, streaks, or layers of material differing substantially in
texture or gradation from the surrounding material. Precautions should be taken
during construction to prevent excessive erosion and sedimentation.

MOFfPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
'arm Operator: C.C. Rouse
OPERATION AND MAINTENANCE PLAN (continued)
-----------------------
The following items are to be carried out:
=0
1. It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start—up. Precharging
reduces the concentration of the initial waste entering the ftoon, thereby
reducing odors. Solids should be covered with effluent at all times. When
precharging is complete, flush buildings with recycled lagoon liquid. Fresh water
should not be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches elevation 89.30 feet
ro"\ as marked by the permanent marker.
Stop pump —out of the lagoon when fluid level reaches elevation 87.35 feet
or before the fluid depth is less than 8.35 feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is 123,872 cubic feet or 926,563 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. The Department of Environment, Health and Natural
Resources, Division of Environmental Management, has the responsibility
for enforcing this law.

MURPHY FARMS, INC. Page I
P.O. Box 759
Rose Hill, NC 28458
arm Operator: C.C. Rouse
Date: 04/20/94
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------------------------------------------
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas.
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3) and stockpiled for use on dike and pad
rw slopes (finished depth of 2-311).
SECTION 2: CUT—OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat lines
and grades as shown on the drawings. Deviations from this will require prior approval
of Quarter M Farms and/or the SCS. Earthfill shall be placed in a maximum of e' lifts
and shall not be placed in standing water. Compaction shall be performed by the
construction equipment or by a sheeps—foot roller, or other equivalent methods
approved by the Engineer.
The embankment of the lagoon shall be installed using the more impervious
Al"N materials. Construction of fill heights shall include twenty (20) percent overage
for compaction and settlement.

P.O. Box 759
Rose Hill, NC 475
Farm Operator: C.C. Rouse
Date: 04/20/94
SPECIFICATIONS FOR CONSTRUCTION (Continued)
-----------------------------
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(ie — CL, SC, CH). Refer to the soil investigation informatiohlin the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
M
=0

M
IURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
P1111
- Farm Operator: C.C. Rouse
County: Duplin
Date: 04/20/94
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
A total of three (3) soil borings were taken on this site by Boyce Boyette, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
Two of the borings were made in the vicinity of the proposed -Lagoon.
The benchmark elevation of 93.16 feet is located on the top of Control Point #101.
The estimated high water table elevation = 82.00 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 2 Ft. — SM material (silty sands)
2 Ft. — 3 Ft. — SM,SC materials (silty sands; clayey sands)
3 Ft. — 4 Ft. — SM material (silty sands)
4 Ft. — 10 Ft. — SM,SP materials (silty sands; poorly graded sands)
J-01M
0 Ft. — 4 Ft. SM material (silty sands)
4 Ft. — 10 Ft. SM,SP materials (silty sands; poorly graded sands)
0 Ft. — 10 Ft. — SM material (silty sands)
Based on the results of these borings, NONE of the soils available on this site are
suitable to be used as embankment material for the lagoon site. A suitable clay material
(ie — SC,CQ for the liner will be required.
The minimum required thickness for this clay liner = 1.75 feet.
W

MURPHY FARMS, INC.
• Box 759
Rose Hill, NC 28458
(1-•arrn Operator: C.C. Rouse
Date: 04/12/94
SEEDING RECOMMENDATIONS
Acres of Fescue Grass: 0.0
Acres of Bahia Grass: 0.0
Acres of Hulled Bermuda Grass: 0.0
Acres of Rye Grain: 3.0
Acres of Rye Grass (Temporary vegetation): 3.0
Total Area to be seeded: 3.0 Acres
Use the following seed mixtures indicated:
0.0 Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Grass @ 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application
W

Farm operator: C.C. Rouse
Date: 04/12/94
SEEDING RECOMMENDATIONS (Continued)
------------------------
Apply the following to the seeded area:
3,000.0 Lbs. of 10-10-10 Fertilizer@ 1000 Lbs./Acre
6.0 Tons of Dolomitic Lime @ 2 Tons/Acre
300.0 Bales of small grain straw@ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas immediately after earth moving is completed.
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipacker or similar equipment
Apply mulch and secure with a mulch anchoring tool or netting.
Note 1: Pensacola Bahia Grass is slower to establish than common bermuda
grass. When using Bahia, it is recommended that 8 Lbs./Acre
of common Bermuda be included to provide cover until the
Bahia Grass is established.
W
=0

4"
IIIIINA
This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious- damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-289-6439 (See Land & Nutrient Management
phone list attached)
Department of Environmental Management (DEM) Regional Office:,,�_
11 3q loo
DEM after hours emergency: 919-733-3942
Local Emergency Management System
(rN Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District:
Local dirt-moving/heavy equipment companies:
Name phone#
2.
3.
Local contract pumping/krigation equipment companies. -
Name Phone#
1.
2.
3.
Step (4) implement procedures as advised by IVIFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See AIFF Environmental Emergency Procedures Flowchart attached
Note 2: See pages 89-91 of the Certification Training Manual for more details.

Land & Nutrient Management Certification Manual
ENVIRONMENTAL
or fwhich has
EMERGENCY
PROCEDURES
contact MFF
Serviceperson
Lagoon dike has
breached/broken out
Lagoon level has
suddently dropped
without irrigating.
an a temporary d► Yes <the'
nbe built I stop the Constructdischarge? trary discharge
outlet.
Irrigation/flush systems
malfunctioned creating
a significant leak.
source`Qf no
source o
No
Obtain
Take action
Attempt tomaterials
Take measuresto
discharg Yes
stop
dischar e!
+No
contain
effluent onnecessary
+No
and make
essary
(the necessary
be contained o contain spill.
g
property.repairs.
roperty.
o
Call LNM &
Contact LNM
personnel and
Heavy Equipment, '
Pyramid
ontact noel in:
personnel
personnel, service
person and
Manager.
Land & Nutrient Mngt
production
Heavy Equipment
manager.
H cpecso
Pyramid Manager
Monitor situation
until help arrives.
Inmcen.doc: 03129t96 64 QMURPHY FAMILY FARMS

Land & Nutrient Management Cenhcation Manual
LNM personnel assess
options and call DEM.
helicopter nee Yes Contact LNM to
assess contahunen dispatch helicopter
options? (available within 30
minutes).
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Inn=mdoc: 03/29/96 65 QMURPHY FAMILY FARMS

PHONE LIST
LAND & NUTRIENT MANAGEMENT TEAM
`LNM office FA\ .. 910/299-6442

FTIATIN-SKIN-V
W
System Calibration
Information presented in manufacturers charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
W

AWS310365
OPERATION +& MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

W
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbors lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Bonds Bacon #2 AWS310365
19
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Bonds Bacon #2 AWS310365
• Practice water conservation -- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

° proper lagoon sizing,
w mechanical solids separation offlushed waste,
° gravity settling of flushed waste solids in an appropriately designed basin, or
w minimizing feed wastage and spillage.
Lagoon sludge that imremoved annually rather than stored long term will:
° have more nutrients,
~ have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
° Hire ecustom applicator.
° Mix the sludge and lagoon liquid with achopper - agitator impeller pump through large
-bomeopdnNerirhgodonoystemuntonaorbyonapland;ondsoUincurporaia.
° Dmwater the upper part of lagoon by irrigationcropland or foragelandmix
remaining sludge; pump into liquid sludoamooicator haul and spread onto cropland mr
fonagedand;and soil
Y
° Dewmterthe upper part of lagoon by irrigation onto nearby cropland cv
dredge sludge from lagoon with drag mamoludge barge; berm an area beside lagoon
to receive the sludge on that liquids can drain beoh into lagoon; allow sludge
d*wvater; haul and spread with manure mpnoodmr onto cropland orfonege|ond; and uui|
Regardless of the mMethod, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
onmp requirement. VVuuhy application rates will be discussed in detail in Chactmr3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. |fyou see soil material V[the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can beremoved without liner injury. |fthe liner imdamaged itmust berepaired mosoon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy meta
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal |eve|a, as indicated by o soil becd, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phogphora, it should be applied only at rates equal to the crop removal of phosphorus.
� As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

� The application of sludge will increase the enlnurd ofodor md the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern ufneighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of vvaotmvvoter from the structure.
Types offailures include leakage through the bottom orsides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may |umd to lagoon failures include:
° Modification of the lagoon structum—unexample isthe placement ofmpipe in the
dam without proper design and construction. an expert in lagoon design
before placing any pipes indems.)
° Lagoon liquid levels — high levels are asafety risk.
* Failure hoinspect and maintain the dam.
° Excess surface water flowing into the lagoon.
° Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
r NOTE: Iflagoon water isallowed hoovertop the dam, the moving water will soon cause
gullies to form in the darn. {JnnH this damage mtaMa. K can quickly cause o large
discharge ofwastewater and possible dam failure.

i# !9110-TCOTII i
A * k • 1
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
910-796-7215
910-296-2160
910-296-2120
910-296-2121
910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A.
Lagoon overflow - possible solutions are:
t,
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B.
Runoff from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C.
Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D.
Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Bonds Bacon #2 AWS310365
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, PLC
b. Contractors Address: Po Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
lid

AWS310365
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (./) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{ } Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed {) Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
{) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

AWS310365
Dry Manure Handling Accumulations of animal {) Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(} Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996
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IN

Bonds Bacon #2 AWS310365 Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
F] Landfill at municipal solid waste facility permitted by NC DEQ under GS 1 5A NCAC
F� 13B .0200.
F] Rendering at a rendering plant licensed under G.S. 106-168.7.
FlComplete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
D-MA M, #*J 01/24/2023
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
01/24/2023
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000 -Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition I1.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S. § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [I5A NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
[� I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. 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."
6 • :. •
Facility Name
Owner/Permittee Name and Title (type or
of
Signature of Operator in Charge (if different from Permittee)
Mail tot Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
AWS310365
Permit Number
01/24/2023
Date
Date
DTASIE 1-22-2020