310318_Application_20240401

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.
1. Certificate Of Coverage Number: AWS310318
2. Facility Name: R&K Jarman Farms 4-7
3. Permittee's Name(same as on the Waste Management Plan): Ronnie Jarman
4. Permittee's Mailing Address: PO Box 96 305 Brown Rd N
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3144 Ext. E-mail:
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Duplin
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"): Murphy-Brown LLC
10. Operator Name(OIC): Kevin W.Jarman Phone No.: 910-296-7780 OIC#: 18750
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,480
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1(NP) Lagoon 6/26/1991 Full,clay 261,782.00 36,540.00 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 143-215.10C(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 NRCS 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 143-215.6B, 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): �t y rl �C L V rVX CL,y► Title: (D 'O� 1 rn PA-
Signature: x yw\ Date: _3 O�
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

ROY COOPER
Governor RECEIVED
ELIZABETH S.BISER ^^a
Secretary
RICHARD E.ROGERS,jR. NORTH CAROLINA MAR 2 9 2024
Director Environmental Quality
February 12,2024 NC DL;Q/DWR
Ronnie Jarman Central Office
R&K Jarman Farms 4-7
PO Box 96
Beulaville,NC 28518
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure N our continued coverage under the State Non-Dischar ee General
Permits.you must submit an application for permit coverage to the Division of Water Resources(DWR) v April 3.2024.-
Enclosed you will find a "Request for Certificate of Coverage for Faciliq Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed. siened by the Permittee.and returned to the DWR by
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations ,deq.nc.gov
phone:[phone]
Please note that tiou must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deq.nc.gov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North CaralinaDegartmentofEnrironmentalQualitr Division ofWaterResources
512 North Safisbury treo 163a 11ai19m-1ce Cents Raleigh,North Carotin 27dW1d36
911►3Q9912i1

ANIMAL WASTE UTILIZATION PLAN
Producer: RONNIE /KEVIN JARMAN
Location: PO BOX 96 305 BROWN RD N
BEULAVILLE NC 28518
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 3672 .00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient .
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1 . Always apply waste -based on the needs of the crop to be
grown and the nutrient content of the waste . Do not apply
more nitrogen than the crop can utilize.
2 . Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3 . Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per. year providing that adequate filter
strips are established.
4 . Do not apply waste on saturated soils, - when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations .
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5 . Wind conditions should -also be considered to avoid drift and
downwind odor problems.
G . To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems .
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want- to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type .
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H . 0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR. (gallons, ft3, tons, etc. )
3672 hogs x 1 . 9 tons waste/hogs/year = 6976 . 8 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3672 hogs x 4 . 6 lbs PAN/hogs/year = 16891.2 lbs . PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface- application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE ( CODE AW N PER ACRES AW N
PER AC AC USED
----- or -------
APPLY RESID . APPLIC
METH N TIME
5877 i P1A AUB BH 5 .5 275 0 8 . 78 2414 . 5
I +Aiqt-
S-Ep
5877 P1A JSG 1 150 10 18 . 78T439
I +SEP-
APR �� - "
5877 '� PlB JAUB BH 5 . 5 1275 0 8 . 14 12238 . 5
_ 1
"77 -P1B ISG 11 150 0 18 . 14 407
APR I Q.O a , +SEP-
5702 P2A IFOA FP I3 . 0 1150 1 0 � 5 . 34 � 801
5702 Lk P2B FOA FP 3 . 0 150 0 3 . 62 1543
I +SEP-.
'33 '. �'Ly
ri
5$77 y P3A JAUB BP 4 . 1 � 205 ]_�O IS . 64 1156 . 2
^ yy c
f wti��� ��•'4iy3 fAb`1�"r' ��W
5877 I -P3A I SG 1 150 0 15 . 64 1282
I +SEP-
APR
5877 ;y P4A �AUB BP 4 . 1 1205 0 � 5 . 66 1160 . 3
II nn +
5877 .S li4A SG 1 150 0 15 . 66 283
~ I I I +SEP-
Page: 3

ANIMAL WASTE UTILIZATION PLAN
5877 `1IP4B, JLNA IBP I3 . 0 1150 10 17 . 6 11140'_T
Ste- $ 4 4
5877, P4B I SG 1 50 F7-. 6
1-380
_+.S7— EP-
APR 3,
5940 P5A JWOA IC � 100 � 105 20 16 .49 1681 .45
I JUN +MAR-
5940 -P5A WOA �W___755 1110 , 6 .49 1713 . 9
MAR
I +OCT-
5940 �P5A WOA IDSB 128 1112 I0 6 .49 - 726 . 88
I +JUN-
SEPT 15
5940 (,\ P5B IWOA IC � 100 105 120 IS . 34 15,60 . 7
JUNMAR-
-0 -P5B JWOA JW 155 1110 0 15 . 34 1587 .4
MAR I +OCT-
5940 -PSB JWOA DSB 128 1112 0 15 . 34 1598 . 08
SEPT 15
I +JUN=
5940 \u P5C JWOA C 100 105 20 1 .37 1143 . 85
0UN
I +MAR-
5940 P5C JWOA JW 1 .5-5 1110 0 1 . 37 1150 . 7
MAR
I +OCT-
5940 -PSC �WOA DSB 128 112 0 1 . 37 1153 .44
SEPT 15
I +JUN-
5940 \\ P5D JWOA IC 100 1105 20 2 .40 1252
JUN
I I I +MAR-
5940 P5D JWOA. W � 55 110 0 12 .40 1264
I +OCT-
Page: 4

ANIMAL WASTE UTILIZATION PLAN
5940 -P5D WOA DSB 28 112�02 .40 268 . 8
SEPT 15
I +JUN-
5877 P4C LNA BP 13 . 0 1150 0 ­­[_4 . 78 717
S£$' p c t— I OFo� � +
Alnr-
5877 P4C SG 1 50 0 4 . 78 1239
APR I r +SEP-
5877 P4D � LNA BP 3 . 0 � 150 0 4 . 24 636
5877 P4D I ISG 1 150 0 1 4 .24 212
APR I la +SEP-
i END
I
TOTAL118149 . 7
- - Indicates that this field is being overseeded (i .e .
interplanted) or winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients . Waste
appilcation may begin up to thirty(30) days prior to planting or
green-up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit .
NOTE : The applicator is cautioned that P and K may be over applied
while meeting the N requirements . In the future, regulations
may require farmers in some parts of North Carolina to have- a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached. )
(Required only if operator does not own adequate land.
See required specification 2 . )
TRACT FIELD SOIL TYPE & CLASS- ICROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW N
PER AC AC USED
----- or -------
APPLY RESID. APPLIC
METH N TIME
END
TOTAL 0
- - Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals .
+ Dates shown reflect optimum uptake periods for nutrients . Waste
application may begin up to thirty(30) days prior to planting or
green-up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit .
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass) , forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches . Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i .e.
April or May) . Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass . This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall .
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results .
Page: 6

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above :
CROP CODE CROP UNITS PER UNIT
BH HYBRID BERMUDAGRASS-HAY TONS 50
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
C CORN BUSHELS 1 . 25
DSB DOUBLE CROPPED SOYBEANS BUSHELS 4
FP TALL FESCUE-PASTURE I TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
W WHEAT BUSHELS 2
TOTALS FROM TABLES 1 AND 2
WETTABLE LBS AW N USED
_ACRES
TABLE 1 18149 . 7
TABLE 2 0 0
TOTAL 18149 . 7
yz , a 7
*** BALANCE -1258 . 5
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations . Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables .
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates . The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1358 . 64 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 6793 .2
pounds of PAN to utilize . Assuming you apply this PAN -to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 22 . 644 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 54 . 3456 acres
of land.. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 2511 depending on your
sludge waste analysis, soil types,. realistic yields, and application
methods .
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2 . Failure to apply the recommended rates and
Page: 8

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Application RatelApplic . Amount
iTract I .Field I Soil Type I Crop (in/hr) I (inches)
I - I - I - - �
I5702 I P2A I FOA I FP 50 I *1 . 0
-
5702 I P2B I FOA I FP I . 50 I *1. 0
( 5877 I P1A I AUB I BH I . 5 I *1
5877 I P1B I AUB ( BH i . 5 i *1
15877 I P3A I AUB I BP I . 5 I *1
5877 i P4A I AUB I BP I . 5 I *1
, 5877 I P4B I LNA I BP I . 60 I *1 . 0
5877 I P4C I LNA I BP I . 60 I *1. 0
5877 I P4D I LNA I BP I . 60 I *1 .0
877 I -P1A I I SG I . 5 I *1
Page: 9

ANIMAL WASTE UTILIZATION PLAN
5877 I ---P1B I I SG I . 5 I *1
I I I I
5877 I -P3A I I SG I . 5 I *1
5877 I -P4A I I SG I . 5 I *1
( --
, 5877 I -P4B I SG I .5 I *1
( 5877 I -P4C I I SG I .5 I *1
5877 I -rP4D I I SG I . 5 I *1
5940 I P5A I WOA I C I .40 I *1 . 0
5940 I P5B I WOA I C I .40 I *1 . 0
5940 I P5C I WOA I C I .40 I *1 . 0
5940 I P5D ( WOA I C I .40 I *1 . 0
5940 I -P5A I WOA I DSB I .40 I *1 . 0
5940 I -P5A ( WOA I W I .40 I *1 . 0
Page: 10

ANIMAL WASTE UTILIZATION PLAN
5940 -P5B i WOA DSB .40 *1 . 0
5940 -PSB WOA W .40 *1 . 0
5940 I --PSC WOA DSB .40 *1 . 0
5940 --P5C I WOA W I .40 "*1 . 0
5940 -PSD WOA DSB .40 *1. 0
5940 I -PSD WOA I W .40 I *1. 0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6 .00 months. In no instance should the volume of- the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2 . Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
NARRATIVE OF OPERATION
All CODS4a1 Q t ✓e s h� v-C beep, dout7 �P� fd c?
Show a fiwv from "ah o L) TA -s f?�a
�L
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in. the operation, increase in the number of
animals, method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S . Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
G . When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When 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 . )
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 or flies.
8 . Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
Page: 13

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10 . Waste nutrients shall not be applied in fall 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 from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited onor after October 1, 1995) ,
shall not be applied closer than 25 feet to perennial waters .
(See Standard 393 - Filter Strips) .
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 .
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
they have been approved as a land application site by a
"technical specialist" . Animal .waste shall not be applied on
grassed waterways that discharges 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 .
Page: 14

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant 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 .
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
element. 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 for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years . Poultry dry
waste application records shall be maintained for three (3)
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 .
Page: 15

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:JARMAN FARMS
Owner/Manager Agreement
I . (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above . I
(we) . know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on-site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: RONNIE /KEVIN JARMAN
(Please print)
Signature: I Date: ���.3 l 0 y
Name of Manager(If different from owner) :
Signature: Date:
Name of Person Preparing Plan: (please print)JOHNNY L. LANIER
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency) : PO BOX 277
KENANSVILLE NC 28349
cy�Signature: / � Date:
Page: 16

Brock Equipment Co.
4*4,44 Brock 0
Equipment, Co.
�1 Rein ke www.brockequ�pment.coin
u - fi550 Deans St MORE RIGHT THAN RAIN IrrigationaadlC=aav Handling 3peci�tlist
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Bailey NG 27807
[phone]
Grower: KEVIN JARMAN Date:0910912021
Farm:System-Design 1 919/2021 Field Name:Field Layout 1 :8/20/2021 Field Area:21.62 acres
System Model: E2065- System length:664.00 ft Total Irr.Area:18.03 acres
Number pans: 3

System Length 664.00 Total Spans:3 istl2nd Endgun Throw:100
Pivot Center Lat/Long:34 53'24.56"N/77 48' 12.84"W Degree of Sweep:181.27
Total Irrigated Acres:18.03 Pivot Acres: 16.01 istl2nd Endgun Areas:2.02
Swing Arm Acres: Wrap Span Acres: Drop Span Acres:
Primary Coverage
2=� 79d i_4 G'
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Heena;rtnyc 7M
65?l S
Span Information
Span No. 1 2 3
Model: E2060 E2060 E2060 End Boom
E2060
Length: 213' 194' 194' 61'
Dist-TWr.215.00 ft' 409.00 fr 603.00 ft'
Pipe Size: 6 6 6 NIA
outlet SP:57" 57" 57" 57"
Primary(1st)Endgun Areas by Location
TwinMax Degree from North Degree from Pivot Start Latitude I Longitude in Degrees Area
(fleet) Start Stop Start Stop Start Stop Acres
Area 1 181.5 233.9 125.9 178.4 34 53'17.01"N 34 53'19.95"N 1.50 acres
77 48'12.82"W 77 46 20.10"W
Area 2 55.6 73.8 360.0 18.2 34 53'29.01"N 34 53'26.88"N 0.52 acres
77 48'5.43"W 77 48'4.11"W
Field Layout Annotations
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€ vier iucivCY ACTION PLAN
PHONE NUMBERS
DIVISION OF. WATER QUALITY (DWQ) [phone]
EMERGENCY. MANAGEMNET.SERVICES (EMS) (9.10)296-2160
SOIL AND.WATER CONSERVATION DISTRICT-(SWCD) (91T0)296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows 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 flows 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.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: " /n
b. Contractors Address:
c. Contractors Phone: qJ 3 Q
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: /1/A L S
b. Phone: LVO -
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

OPERATION&MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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 -a 4
3. accumulation of salts or minerals
4. overall condition of pipes

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 of 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. Hbwever, 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 or 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 4 4
3. ridge berm height

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 inflow 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 occour 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 are
optimum for treatment. Pit recharge systems, in which one or more buildings aregaily
rained
and recharged each day, also work well.

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 lever (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.
Do not pump the lagoon liquid level lower that 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.
ti 4
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separatidn of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed 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 a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, 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 crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
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. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, 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 amount of odor-at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design,before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect 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.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies_to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.
4

System Calibration
Information presented in manufacturer's 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 th.e 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,.spr klers should be located along,a transect perpendicular to the'direction.
of pull` Se`f out colleicfion containers 25 feet apart along the transect on
sides(d'f:the gun cart. 'You should compute the average.application-rate-for all.
norquniformity, of the application. On a windless day, variation between containers
of more`_tfari 3O percent is cause for concern. You should contact your irrigation .
dealer or technical specialist for assistance.
*Reprinted for Certification Training for operations of Anima!Waste Management Systems Manua!
t • 4

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
(L-4--'Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor' Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids kL-BuA system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
f-Wirnove 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 Vegetative Decaying vegetation 1,S iiintain vegetative control along banks of
Growth lagoons and other impoundments 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.
()Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ()Reduce moisture accumulation within and around
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 Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
1) 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).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7-10 day
Systems 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 stripes around stockpiles and manure handling
areas as needed.
The issues checked i7 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.
.`
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27 69 5-7 61 3.
AMIC--November 11, 1996
4

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production 44Vagetative or wooded buffers;
ecommended best management
practices;
{-}-food judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
r Floor surfaces Wet manure-covered floors (4 3lotted floors;
W-W terers located over slotted floors;
Q_Feeders at high_end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine 4-4,frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; (y-Fan maintenance;
Dust ic(ent air movement
Indoor surfaces Dust 14.Washdown between groups of animals
() Feed additives;
f I Feeder covers;
()Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon f) Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon f) Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions C1.Propr lagoon liquid capacity
Biological mixing o rect lagoon startup procedures
Agitation Ea'Minimum surface area-to-volume ratio
ALMinimum agitation when pumping
() Mechanical aeration
(1 Prov n biological additives
Irrigation sprinkler nozzles High pressure agitation r to on dry days with little or no wind 4
Wind draft ,�, i um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC—November 11, 1996

(T
Storage tank or basin Partial microbial decomposition ()Bottom or midlevel loading
surface Mixing while filling l)Tank covers
Agitation when emptying ()Basin surface mats of solids
()Proven biological additives or oxidants
Settling basin surface ` Partial micobial decomposition O Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ()Soil infection.of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage U-r�ade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
.danure tracked onto public Poorly maintained access roads (AEaxm—access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet
- NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fiuse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Maritial NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (—)-pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
"� 4 - /s&
'(Landowner Signature)
AMOC--November 11, 1996

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-U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ! S s f.IV.. a County %JT N tIn
Community or Group No. _ Conservation Plan No.
Estimated Depth -of Water to Top .of Dam 1 3• Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation /D - 3 - cl t
Evaluation by .-reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. tEst. Elevation
Kind of :Improvements: of'Breach
Reach: Length: Width: Slope: Land Use Improvements Above '" :Floodwater Above
'Flood Plain: -.Flood Plain
Ft. . . Ft. % Ft. Ft.
1
2 .
3 .
Describe potential for loss of life and damage to. existing or probable future downstream
improvements from a sudden breach- o 4ob/y o o dnW w st-r�.,�. ; 5
j'6AO1
Hazard Classification of Dam (a� b, c) (see NEM-Part 520.21)
Dam Classification II, II V)
By D c.7— Date 16 — 3 -91
nam title
nf:
Concurred By
n a me title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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`
OPER& ION. AND MAINTENANCE PLAN
------------------------------
'
This lagoon is aesi8neU for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil crnditions, f | ushing operations , and
the amount of fresh water added to the system.
^
Land ap& ication of waste water / s recognized as an acceptable
`.Phhod of disposal . Methods of aPp ( ication include solid set,
center pivot , Suns , and traveling Sun irrigation . Care should he
' a;en when apP | vioS waste to prevent runoff from the field or damage
to crops .
The fo | | owinE items are to be carried out :
` it is ctronS | y reconmende6 that the treatment lagoon be pre-
cha'W to 1/2 its capacity to prevent excessive odors during
�nrt 'up . Pre-charging reduces the concentration of the initial r
waste entering �he )aSooc thereby reoucing odors . Solids should be
Gve'ed with effluent at all times .
2. The attached waste uti \ izatisn pian shall be fo | } oweU . This
n1xn recomuenos sarip ( j �S and testing of waste ( see Attachmont 8)
before land zppiication .
3. Begin puMp-611t Cf the lagoon when fluid level reaches eleva-
tion 50.3 Rs marked by psrMane:t markers . Stop pumP-out when
the fluid level reaches elevation 48.3 or before fluid depth is
j ` 0s thao 6 feet deep ? this prev*nts the loss of favorable
vacterial .
4. The recommended maximum amount to apply per irrigation is
.0j ( 1 ) inch aod the recommenrsa maximum application rate is 0.4
incl per hour .
5. Keep vegetation Gn mhe embankment and areas adjacent to the
' vj:on mowed annually. Vegetation shou / d be fertilized as needed
' li :taio z x ; SGrou5 a+ nd .
' //anair aqy eroded areas or areas oawa3ed by rodents and
esran | ish n vegetation ..
7. All surface runoff ! s to be oiverted from the lagoon to stable '
'U& ets .
8. 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 Environ-
�enta | Management , has the responsibility for enforcing this law.
- `

.
~
^ ,
'
`
^ ;'` Wae of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Vo / ume = 23906.3 cubic fept
TOTAL REQUIRED TLMPORARYSTORA8E
5A , 40353 cubic feet
5B. 0 cubic feet
50. 22313 cubic feet
5D. 23906 cubic fset
TOTAL 8650 cubic feet
�. SUMMARY
Totai required volume 251811 cubic feet
fota| design volume avail , 255083 cubic feet
Min . req . t'eatm*nt volume plus sludge accumulation 165240 cubic fee
At e | ev, 48.3 feet ; V^ / ume is 169326 cubic feet ( end pumping) '
Total ossiSn volume jess 26yr-24h' snorn is 231177 cubic feet '
At elev. 50.3 feet ; Volume is 231542 cubic feet ( start pumpi ^8�
Ssascra / high water table o ! evat i on - '4-.- 'feet ~~
;N'-D 8Y:
` ^� � � ' APPR�VED BY: i
�r
p ^
/D� «� ATE: ~���"
NUM REE ATTACHED WASTE UTILIZATION PLAN
'
'
~- -
`
+=^

.�
..
'^~
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
250.0 150.0 38250.0 square feet
xo ' ivings ( roof and lot water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 38250.0 square ;pet
".
Des : gn 02mporary storaSe ` ppriod t3 be 180 days.
V: | i= cF wAste produced
Anpro0mate da/ /y productipn of manure in CF/L8 SSLW 0.00136
Volume = i65Z40 Lbs . SSLW * CF of Wcste/Lo . /Day * 180 days
vo ! ums = 40353 cubic feet
'o | ums ^? ''asn water
Txis . s tNe amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the / aFoon water are accountec for / n 5A. `
-
'
Volume = 0.0 gallons/day * 180 daYs storaSe/7.48 gallons ^,
per CF
Yo > uce = 0'0 cusic feet
Vo ! rr ci rmnfz ' / in excess of evaporation
/ /" e on- M of t ' me when 'ainfa{ l exceecs evaporation by largest amount.
1�0 days excess rainfall = 7.0 inches
vo | uma = 7.0 in * DA / i2 inches per foot �
vo ! un* = 22312.5 cubic feet
^ ^ `
`

_
; ' 'C :Ronnie jarmzn County: Dup | in Date: 02/05/91 '
.
-ne to nearest residence ( other than owner ) : 1000.0 feet
i&ADY STATE LIVE WEIGHT
0 cous ( farrow to finish ) x 1417 | bs . = 0 ( bs
O sows ( farrow to feeder ) x 522 / bs . = 0 | bs
:cad ( f / n ishin9 only) x 135 its . = 165240 | bs
� onus ( for-ow tG wean) x 433 ! bs . = 0 | bs
C �Lad Weu, Q VeeUer ) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 165240 } bs
InSM REOUIRED �REATMENT VOLUME OF LAGOON
Volume = 115210 | bs. SSLW x Treatment Vo ! um&CF) / ! b . SSLW �
Treatment V0 | wmy(C+ ) / 1b. SSLW= 1 CF/ | h . SSLW
Yo | :mc = 165240 cubic feet
"=AGE VOLUME FOR .SLUDGE ACCUMULA7I0i,%i
Volume = 0.0 cubic feet
~- ' 04 DSSIGN VOLUME
insic* top ! ength 255.0 feet ; Ins | oe top width 150.0 feet
. jo ^f dike at e | pvation E3.0 Pee-[,
Frcetaa-d 2.0 feet ; Side siopes 2.5 : 1 ( Inside lagoon )
Total ups / Sn lagoon liquid level at elevation 51 .0 feet
Bottom s ; lagoon elevation 41 .0 feet
Reasonal hiSt water tab | e elevation 47.0 feet
)
Tota | nes ign volume using pri snoi da / formula
SS/END! 9S/" nD2 SS/SIDE! SS/SIDEZ LEsGFH WIDTH DEPTH
2.5 2'5 2.5 2.5 246.0 3 *0.0 10 .0 '
AREA LF A'�P
LENGTH it hVILTk
2*5.0 74G,0 34300� 0 (AREA OF TOP) ~
.
/
- ,
195.0 90.0 17550.0 (AREA OF BOTT0110
AREA OF MIUSECYION
LEN8TH * WIDTH * 4
220.0 115.0 101200.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION> + AREA BUTTOMZ * DEPTH/6 �
34300.0 101200.0 17550.0 1 .lr
'
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 255083 CU. FT.
A'. ���w �

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/
' SEEDING RECOMMEND8iIONS
�~
-------------------- ---
AREA TO BE SEEDED: 2.0 ACRES
�~
USE THE SEED MIXTUPE INDICATED:
110 LDS. FESCUE GRASS @ 60 LDS'/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBFR 15 TO NOVEMBER 30
Qn i BS' ' PENSACULA ' BAHlA GRAKS @ 60 LDS./ACRE
(2EE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
1.6 L8S, WJLLED BERMUDA GRASS 0 8 LDS. /AC.
(SUITED FOR MOST SOIL CONDITIONS) �
SEEDING DATES: A|'RIL 1 TO JULY 31
60 LBS. R7E GRAIN @ 30 LPG. /ACRE (NURSERY FOR FESCUE)
50 /-BS. PYE 04ASS @ 40 L9S. /ACRE (TEmPORARY VEGETATION)
SEEDjm6 DATES: DECEMBER 1 TO MARCH 30
^^ LBS
�o ^ ................................................
AWFlY THE FOLLOWING,.,
2000 L8S. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE) �
200 BALES OF SMALL GRAIN STRAW ( 100 SALES/ACRE)
ALL 2URFACA JRAI�S .SR['ULD BE iwST*LLED PRIOR TO SEEDING. SHAPE `
A�L DISI UR8E[> AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETE&
xPvL\ LIME AND FERTIL7ZYR THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEED8ED, APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR S7fQi.AR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TDOn Ow NETTING.
T . PENSACOLX BAHIAGRASS /S SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. 4HEN USIN8 BAHlA, IT IS RECOMMENDED THAT 0
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS IS ESTABLISHED.
~_

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-4— - _ _ F i

f►\ United States Soil
t Department of Conservation ,
Agriculture Service
OPERATOR:
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with al concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified" for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
a
The actual amount of material required for pads and' dam may vary from the
estimates. The design will attemt to balance cuts and fills as close as
Possible. If additional material* is required after construction is complete
on the lagoon, the --contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: 650�S3 cu.ft. = q t{+{$ cu. ds.
y -
Estimate of Excavation: cu.ft.
�QTcu.yds.
Estimate of Pad b Dike: cu.ft. =
3 6 cu.yds.
2�$ 1 Ration
Job Class 11 -
Da to
Designed By (�
(/ Na61e v
Design Approval MC ;_ s
Nam elf
02 0 %Date
OThe Sod conservation Service
is an agency or the
DeOartmenr of agriculture

P7: (FO) U 1224 MENU
Worksheet Range Copy Move File Print Graph Data System Add-In Quit
Global Insert Delete Column Erase Titles Window Status Page Learn. .
K L M N P Q R
' head (finishing only) :===_________-
-_________> 1224
sows (farrow to wean) :______________________>
9 head (wean to feeder) :===------------------->
10 Ave. Live Weight for other operations(lbs. )=> TO PRINT ?
11 Storage volume for sludge accum. (cu. ft. ) :=> ALT-P
12 Treatment Volume (min. 1 cu. ft./lb. )===____> 1 .0
13 25 Year - 24 Hour Rainfall (in. )===_________> 7.5 O&M PLAN
14 Rainfall in 'excess of evaporation (in. )===__> 7.0 ALT-O
15 Drainage area of buildings & lots (sq. ft. )=>
16 Volume of wash water (gallons/day)====______> CONSTRUCT
17 Temporary storage period (days)_____________> 180 SPECS.
18 Freeboard (ft. ) :__________________ 1 0
19 Side slopes (inside lagoon) :________________> 2.5 1 ALT-A
20 Inside top length (ft. ) :____________________> 250.0 SEEDING
21 Inside top width (ft. ) :________________ 150.0 SPECS.
22 Top of dike elevation (ft. ) :________________> 53.0 ALT-S
23 Bottom of lagoon elevation (ft. ) :==_________> 41.0
24 Seasonal high water table(SHWT) elev. (ft. ) :=> 0.0 TO CLEAR
25 Total required volume:_____________> 250905 cu. ft. ALT-C
26 Actual design volume:______________> 283892 cu. ft.
27-Jun-96 12:26 PM NUM CAPS

Operator. Ronnie Jarman#2
_ =>Duplin
County:__ _______ _____ > 11/23/09
Date:—=== -------- -------- ---
Distto nearest residence(other than owner): -------->
ft.
sows(farrow to finish):===
sows(farrow to feeder):eder):=== -------- ------- > 1224
head(finishing only)===== ___
sows(farrow to wean):====_ 0
head(wean to feeder):===== --------
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (Cu.ft.):=> 1.0
Treatment Volume(min. 1 cu.ft./Ib.)======> 7.5
25 Year-24 Hour Rainfall(in.)===_=======> 7.0
Rainfall in excess of evaporation (in.)=====>
Drainage area of buildings&lots(sq.ft.)=>
Volume,of wash water(gallons/day)==_======> 180
Temporary storage period(days)====_======_> 1.0
Freeboard ft. . '
Side slopes(inside lagoon):=======----= 255.0
Inside top length(ft.):==__-===r=_____-_' 135.0
Inside top width(ft.}:_____________'_ -__'
53.0
Top of dike elevation (ft.j:______________' 41.0
Bottom of lagoon elevation(ft):===___-_' 0.0
Seasonal high water table(SHWT)elev.(ft.):=>
Total required volume:===== ======' 247190 cu.ft.
Actual design volume:==== ___--_=> 253642 cu.ft.
Stop pumping el.(>or=to 0.0 ft.SHWT)> 48.8 ft.
(>or=to 47.0 ftMin.)
Required minimum treatment volume: 165240 cu.ft.
Volume at stop pumping elevation: 159097 cu.ft.
51.3 ft.
Start pumping cu.ft.
Volume at start pumping elevation: 23231978 1978 cu.ft.
Actual volume less 25yr-24hr rain:
NOTE:Verify that temp.storage is adequate:
Req.volume to be pumped:===--> 60434 cu.ft.
Actual volume to be pumped:==> 72882 cu.ft

Operator: ________ ________ ________ ________>Ronnie J:combo
County:__ ________ _______ _______ ________>Duplin
Date:____ ________ ________ ________ _______> 11/23/09
Dist.to nearest residence(other than owner): ft.
sows(farrow to finish):===
sows(farrow to feeder):eder):___
.head(finishing only):===__ ________ ________> 2448
sows(farrow to wean):===__
head (wean to feeder):===__ ________ ________> 0
Ave. Live Weight for other operabons(lbs.)=>
Storage volume for sludge accum. (cu.ft.):=>
Treatment Volume(min. 1 cu.ft./Ib.)===____> 1.0
25 Year-24 Hour Rainfall(in.)===_____=__> 7.5
Rainfall in excess of evaporation(in.)===__> 0.0
Drainage area of buildings&lots(sq.ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period(days)====________> 180
Freeboard (ft.):__________________________> 1.0
Side slopes(inside lagoon):_______________> 2.5 : 1
Inside top length (ft.):___________________> 255.0
Inside top width{ft.):____________________> 150.0
Top of dike elevation (ft.):________________> 53.0
Bottom of lagoon elevation(ft.):==_______> 41.0
Seasonal high water table(SHWT)elev.(ft.):=> 0.0
Total required volume:====_ ________> 435092 cu.ft.
Actual design volume:====__ =______> 290354 cu.ft.
Stop pumping el.(>or=to 0.0 ft.SHWT)> 48.8 ft.
(>or=to 47.0 ft.Min.)
Required minimum treatment volume: 330480 cu.ft.
Volume at stop pumping elevation: 184193 cu. ft.
Start pumping elev.:_______________________> 51.3 ft.
Volume at start pumping elevation: 266158 cu.ft.
Actual volume less 25yr-24hr rain: 266448 cu. ft.
NOTE:Verify that temp.storage is adequate:
Req.volume to be pumped:====> 80705 cu.ft.
Actual volume to be pumped:==> 81965 cu. ft.

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.
1. Certificate Of Coverage Number: AWS310318
2. Facility Name: R&K Jarman Farms 4-7
3. Permittee's Name(same as on the Waste Management Plan): Ronnie Jarman
4. Permittee's Mailing Address: PO Box 96 305 Brown Rd N
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3144 Ext. E-mail:
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Duplin
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"): Murphy-Brown LLC
10. Operator Name(OIC): Kevin W.Jarman Phone No.: 910-296-7780 01C#: 18750
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indi.cate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,480
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
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

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 (NP) Lagoon 6/26/1991 Full,clay 261,782.00 36,540.00 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 NRCS 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): Title: O y�rve_<-
Signature: Date: 3 — ac� "a 4
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