310788_Permit Renewal Application 2019_20190410

State of north Carolina
Department of Gmironnuntal Qualith
Division of Water Resources
Animal Waste Management Systems
Request Im Certification ofCo%era,c
Facility Currently covered by an Fxpiring Sate Nun-Discharge General Permit
Oil September 30. 2019, the Notlh Carolina Stale Non-Discharge General Permit, lift Animal Waste Management Systems \%ill
expwe. A; required by these permit:, facilities that Im%e been issued C'enificates of Cmerage to oper:ue under these State
Non-Discharge General Permits mist apply for renewal at Icast 180 days prior to Ihcir expn'ation dame I herclote, all applications
must be recen'ed by the Division of Watcr Resource;by no later than Xpril 3,2019,
Please du out leave rtiq question unausn•ered. Please rerifr all infornmtnun and mate am necessary corrections below.
Ipplicaliun mutt he signed and rated hr the Permitee.
I Farm Number 31-0788 Cciuficate OfToyet'aec`'umber Ake S310788
2 I acil[ty Name S&.I Farms +?
i I ,tndim net's Name(sane as on the Waste X-lanagentcnt Plan): S&J Farms Inc
I I .md,mnet's Mailing Address: 156S.0 OLIMIN Club Dr
(tlx: henansville State- NC hp: 28349-95b8
1-e1cphunc Number: 910-296-3088 1-xt. F-mail' bjtli% !ul;mait loin
3 Facility's Physical Address: i73 Friend.,hip Church Rd
Cih: I•aison State: NC Zip. 29341
6 Count) where Facility is located: Du Inn
7 Farm Manager's Nantc(tI dtll'ercut tinnl Landowner);
8 1 aunt Mana_cr's telephone number(include area code):
9. Intcuiator's Nano(it there is not nm Integrator,write"None"): Matswell Food,Inc
10- Opciator Name(01(-): James 13.Joncs Jr. I'hone No.: 910-296-3099 OI('It. 999320
11. Lessee's\,tine([f lucre is[lot:t I-essee,write"None"):
12, Indicate anmtal operation type and number.
Culrcnt Pennit: Operations I'ypc Alloysablc Count
Swine- Feeder to Finish 7.200
(lust:Dion 7 y mesa
si%ine Cattle DrvPoultry Other types
Wcall m Fuu,h Dati-N C:dt Non I aying Chickens Clone, horse.:
\1 e.nt to Fecdet Datr\ I lcilcr I a)ing Chicken, I lor,es-Other
I mr(m to I imt,h Milk Cory PLAICI, ShLcp Sheen
I ceder to fetish Dn Co" I urkeys SlIecy Other
kimm lv\Fe:ut Hcef Stocker Call' rurkcy Pullet
F:urusy to Fccdct ficet,Fecder
lioar Soul Heel lirtmd Cow Wel Poultry
Oslts later Non I aetng Pullet
Other Layer,

13. Waste I reatnient and Storage Lagoons (Verify the fullowvie information is accurate and complete. Make all necessary
corrections and provide missing data.)
srnA,tled I-met Type I stiniated Design I rccbourd
Structure [),tic ((Ia).Synthetic. Surfiue Arc,i "Redline"
\anic Buell Unknown) IC ubu I un) (Square I•cel) (Inches)
4 78.408.00 19 50
5 111.514.00 19.50
Mail one (1) copy of the Cerlified Animal Waste Management Plan (CAWN111) i%ilh this completed and signed application
as required by\C General Statutes 143-2 15.1 0C(d)to the address below.
-file CAWNIP nnnq include the following components:
I. The most recent\\isle Utilization Plan(WUP).sinned Im the owner and a certified technical specialist.contauumr:
a. I he method by which waste is applied to the disposal field.(c g. irrfi,utiori,injection.etc.)
b A map of e\cry field used fun land application(for emangile: irrigation limp)
c The soil wrics present on cicry land application field
(I The crops gown on every land application field
C. I-lie Realistic Yield 1'.xpectatiot)(RYE.)fur eery crop shown in the\V(-P
f. I he maximum PAN to be applied to every land application field
g. I he wade application windows for Croy crop utilised in the\\UP
It fhc requurd\RCS Slandard specifications
3. A site map.whennalic
3. hmcrgency Action Plan
a. Insect Control Checklist with chosen best management practices noted
5. Odor Control Chcckhst w nth chosen best management practices noted
6. Mortality Control C licckhst with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon sunage pond capacity d0CU111entalion (design. calculations. etc.) Please be sure the ,bole table IS accurate and
complete. Ako provide any site csalualions. welland determinations. or haiard classifications 111,11 may be applicable to
your facilily
S. Operation and\Ma ill tenalice Plan
If your CA\\1b11' includes any component~ not shown on Ihls list. please Include the additional coniponcnts with your submittal.
(c.g composting.digesters,wise transfer,.eie.)
A% a second option to mailing; paper copies of the application package, you can scan and email one signed coPy of the
application and all the C'A\\Nil,items above to: 2019PermitRenewalta nedeur.g;o%

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
4 78,408.00 19.50
5. 111,514.00 19.50
Mail 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.IOC(d)to the 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.)
A map of every field used for land application(for example:irrigation map)
v,e! The soil series present on every land application field
t,& 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
The waste application windows for every crop utilized in the WUP
—hspecifications _.. . _._
..__ - -i
... . The reqquiui red NRCS Standard specifications
,1. A site map/schematic
0,,3�.' Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been rcvie%%cd by me and is accurate and complete to the best of my knowledge I understand that,
tl all required parts of this application arc not completed and that it all required supporting information and attachments are not
included.this application package will be returned to tine as incomplete,
Note. In accordance %%kh NC Gencial Statutes 143-215.6A and I43-215-611. any person %%ho kno%%ingly make, any tale statement,
represenuttion, or certification in any application may be subject to civil penalties up to $25,000 per violation. (IS 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 hoth fbr
a similar offense.)
Primed Name of Signing 0111icial (Landimaei. or if ntldtiple Landowners all landowners should lien. If L.andoii%ner i% a
corporation,signature should be by a principal c\ecuti\e officer of Ihu corporaUon):
Name: Jame Jon e.s title,
Signature _---
1111c -- 37
Name: Title:
Signature: Date:
Name: Title:
signmuic: Date: _ --
CHI=COAIPI_I`.l I'D r\I'I'I R-.\-1 ION S11001- 1il- SEN l TO 1-1II:F0l_1_f)WlNU ADDRI'SS:
`CDI Q-I)N R
Animal Feeding Opermiom Prograut
1636 Mail Scr%ice Center
Raleigh,North(arolina 27699-1636
Telephouc number:[phone]
P-mail: 20191'crntilftenc�%al it ncdcnr.giP%
FORM: RENEWAI:STATE G'F:NEIZAI.02l2019

r„
ROY COOPER 1
Gm rim,r
MICHAEL S.REGAN l }^
Sr•c r e•h�r) sass.
LINDA CULPEPPER NORT)I CAROLINA
burr rue Environmental Quality
February 27,2019
S&1 Farms Inc
S&J Farims 42
156 S Country Club Dr
Kenansvilic.NC 253.19-9igfi
Subject: Application for Rene%%al of Coverage by Fxpirmg State General Permit
Dear Pcrnnttee:
ti'uur titcility is currently apprrned lior operation under one of the Animal \Vnsw Operation Slate Non-Discharge General Pctmils.
which cvpire on September 30. 2019. Copies of the ne%% animal %%aste operation State Non-Discharge Gcnend Permits are mailable
at htt ts:�.de pic.go\Iabout dtvuion+'%%ater-resources%%ater-qualify-rc'ional-u lie ratwns ato or by writing or Calling:
\CDF.Q-D\VR
Animal I-ceding Opciations Program
1616 Marl Service C'emer
Raleigh.North Carolina 27699-1636
Telephone number:[phone]
In_ordcr to assure.-YLAII-_corrtinule(1- co}cr�ac undCr IIIC State Non-Discharge Gel I. Permits_-„}.�w nntst submit_an application for
permit Coverage to the Dntsioit. (inclosed volt %till fill(] a "Rcquicst for C•ertificatc of Co%crazc facility CtrrR:rttly Covered b• an
Expiring Stag.Non-Discharac Genera) Permit." The application iOrm must be completed. siAncd ,and rOunte�l_ 12y April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal \\aste NlanaLcment Plan (CA\VNIP) with the
Completed and siencd application form. A IIA of Items included in the CAWNIP can be found_on_p_oc77 of the renewal
application then%.
Failure to reyttest rene%cal of )our cmerage under a generA permit %within the tints period specified may resull in a ci%il penalty.
Operation of" yowl fitc1lIty without coverage under a valid general permit %%ould constitute a %iolatiort of NC'GS 143-215.1 and could
result in assessments of civ it penal ies of up to S25.000 per day-
If you have am• qucstionS about the State Ntrl1-Dischargc General Permits. the enclosed application. or any related neuter please leel
free to contact the Animal Feeding Operalions Branch staff at 919-707-9100.
Sincere]).
Jon Risg,aard.Section Cluer
Animal Feeding Operations and Groundwater Section
bnclosures
CC(%%.o enclosures): \Vi]mneton Regional Office.\Vater Quality Regional Operuions Section
Du Alin County Sod and Water Conscr nation District
AFOG Section Central Files-A\VS310788
klmwell Foods Ire
1
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—D Wit' 511 N °i sb6n•St 116SE•K3 1 Sere e Certer I is a era,N:,rtr Ca,; s<:E9?1c36
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ANIMAL WASTE UTILIZATION PLANS
y
Produce 13 JONES
Location: 156 SOUTH COUNTRY CLUB ROAD
KENANSVILLE NC 28349
Telephone: [phone]
Type Operation: Expanding Feeder to Finish Swine
Number of Animals : 7200 . 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 animalwaste 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 PLATS
5 . Wind conditions should also be considered to avoid drift and
downwind odor problems .
6 . 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, it3, tons, etc . )
7200 hogs x 1 . 9 tons waste/hogs/year = 13680 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7200 hogs x 2 . 3 lbs PAN/hogs/year = 16560 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
72055 1 GOA BH 6 . 5 325 1 . 53 497 .25
I +APR-
SEP
2055 -1 SG 1 50 1 . 53 76 . 5
I +SEP-
APR
72055 2 GOA BH 6 . 5 325 2 . 0 650
I +APR-
SEP
72055 2 SG 1 50 2 . 0 100
I +SEP-
APR
72055 3 GOA BH 6 . 5 325 5 . 7 1852 . 5
I +APR-
SEP
72055 3 IG � I 0 5 7 +SEP--
APR
72055 4 GOA BH 6 . 5 325 5 . 69 1849 . 25
I +APR-
SEP
720S5 -4 SG 1 50 5 . 69 284 . fi
+SEP-
APR
72.055 5 NOA BH 6 . 1 305 1 . 4 427
I +APR-
SEP
72055 -5 SG APR
Page: 3

ANIMAL WASTE UTILIZATION PLAN
72055 6 NOA BH 6 . 1 305 1 . 94 591 . 7
I +APR-
SEP
72055 6 SG 1 50 1 . 94 97
I +SEP-
APR
72055 7 NOA BH 6 . 1 305 1 . 16 353 . 8
I +APR-
SEP
72055 -7 Sc 1 50 1 1 . 16 58
I +SEP-
APR
72055 8 NOA BH 6 . 1 305 1 . 07 � 326 .+APR35
SEP
72055 -8 SG 1 50 1 1 . 07 53 . 5
I +SEP-
APR
72055 9 1 NOA I BH 6 . 1 305 1 1 . 94 1591 . 7
+APR
SEP
72055 -9 SG 1 50 1 . 94 97
I +SEP-
APR
72055 10 NOA BH 6 . 1 305 1 �3 . 06 9333 . 3
SEP
72055 -10 1 SG 1 50 1 3 . 06 T153
I +SEP-
APR
72055 11 AUB BH 5 . 5 275 3 . 06 IIAPR�
SEP
72055 -11 SG 1 50 3 . 06 153
YI +SEP-
APR
72055 12 AUB BH 5 . 5 275 2 . 85 783 . 75
I +APR-
SEP
Page: 4

ANIMAL WASTE UTILIZATION PLAN
72055 -12 SG 1 50 2 . 85 142 . 5
I +SEP-
APR
72055 13 AUB BH 5 . 5 275 1 1 . 94 533 . 5
I PR-
SEP
72055 13 SG 1 50 1 . 94 +SEP-
APR
72055 14 AUB BH 5 . 5 275 0 . 5 137 . 5
I -FAPR-
SEP
72055 14 SG 1 50 1 0 . 5 25
I +SEP-
APR
72055 15 NOA BH 6 . 1 305 3 . 68 1122 .4
I +APR-
SEP
72055 -15 SG 1 50 3 . 68 184
I +SEP-
APR
72055 16 NOA BH 6 . 1 305 - 1 . 74 530 . 7
I +APR.-
SEP
72055 -16 SG 1 50 1 . 74 87
I +SEP-
APR
72055 17 NOA BH 6 . 1 305 1 0 . 99 301 . 95
I +APR-
SEP
72055 17 SG 1 50 0 . 99 49 . 5
I +SEP-
APR
72055 18 NOB BH 6 . 1 305 2 . 8]- SAPRO5
SEP
72055 -18 1 ISG Il 12 . 81 1140 . 5
Page: 5

ANIMAL WASTE UTILIZATION PLAN
� I I I +SEP-
APR
72055 19 NOB PH 6 . 1 305 2 . 51 857 . 05
I +APR-
SEP
72055 19 SG 1 50 2 . 81 140 . 5
-
I +SEP-
APR
72055 20 NOB BH 6 . 1 305 3 .26 994 . 3
I +APR--
SEP
72055 20 SG 1 50 3 . 26 163
I +SEP-
APR
END
I
TOTAL117489 . 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
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: 6

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- 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
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: 7

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
PH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
TOTALS FROM TABLES 1 AND 2 -
WETTABLE LBS AW N USED
_ACRES_
TABLE 1 51 . 13 17489 . 05
TABLE 2 o 0
TOTAL 51 . 13 17489 . 05
***-BALANCE 929 . 05
--------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 8

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 2664 pounds of plant available nitrogen per year in the
sludge .
If you remove the sludge every 5 years, you will have approximately 13320
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 44 .4 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 106 . 56 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25°s 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 pending 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: 9

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 .
jApplication RatelApplic . Amount
Tract Field Soil Type crop (in/hr) (inches)
72055 I 1 GOA BH I . 50 *1 . 0 i
72055 10 NOA BH . 50 *1 . 0
I-
72055 11 I AUB BH . 5 I *1
72055 12 AUB BH . 5 *1
72055 13 AUB BH . 5 *1
72055 114 I AUB BH I . 5 *1
72055 115 I NOA BH . 50 I *1 . 0
72055 116 NOA BH . 50 I *1 . 0
72055 17 I NOA BH I . 50 *1 . 0
72055 118 NOB BH . 50 *1 . 0
Page: 10

ANIMAL WASTE UTILIZATION PLAN
72055 119 NOB BH I . 50 *1 . 0
72055 2 SG I . 5 *1
72055 2 GOA I BH I . 50 I *1 . 0
72055 20 I NOB BH I , 50 *1 . 0
72055 13 I GOA BH . 50 *1 . 0
72055 4 GOA BH . 50 I *1 . 0
72055 15 I NOA I BH I . 50
72055 6 I NOA BH . 50 I *1 . 0
72055 17 NOA I BH . 50 *1 . 0
72055 8 I NOA BH . 50 *1 . 0
72055 9 NOA I BH . 50 ( *1 . 0
72055 1 I SG . 5 *1
Page: 11

ANIMAL WASTE UTILIZATION PLAN
72055 I -10 I I SG I . 5 I *1
72055 -11 � _ � SG I • 5 I *1
I I I I I --
72055 I -12 I I SG I . 5 I *1
I I I I
72055 I -13 I I SG I . 5 I *l
72055 I -1-4 I I SG . 5 I *1
72055 I _15 I I SG • 5 _ I_ *1 _
72055 I -16 I I SG I . 5 I *1
72055 I -17 I I SG I • 5 I *1
72055 I -18 I I SG I ' . 5 *1
--
72055 I -19 ( SG . 5 I *1
72055 --20 I I SG ( . 5 I *1
I I I i I
72055 -3 I I SG I . 5 I *1
72055 I -4 I I SG . 5 *1
Page: 12

ANIMAL WASTE UTILIZATION PLAN
72055 -5 ( _SG - � - r5_ . *1
72055 I -6 ( SG • 5 *1
72055 -7 SG • 5 *1 -
72055 -8 I SG" I . 5 � *1
72055 I "g SG • 5 *1
* 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: 13

.. ANIMAL WASTE UTILIZATION PLAN
NARRATIVE OF OPERATION - -
THIS WUP IS WRITTEN BASED ON AN IRRIGATED ACRES DESIGN DONE BY M. FLOYD ADAMS
P. E . THE SMALLGRAIN OVERSEEDING MAY BE EITHER GRAZED OR CUT FOR HAY. THERE
ARE THREE SECTIONS OF WHICH ANY ONE MAY BE GRAZED DURING ANY GIVEN YEAR AND
STILL HAVE ADEQUATE PUMPING ACRES. THE SECTIONS ARE AS FOLLOWS .
SECTION ONE : HYDRANTS- 15, 16, &17 =6 . 41 ACRES TOTAL _-
SECTION TWO HYDRANTS- 18, 19, &20 =8 . 88 ACRES TOTAL
SECTION THREE HYDRANTS-- 11, 12, 13&14 =8 . 35 ACRES TOTAL
THE NUTRIENT NEEDS FOR SMALLGRAIN WILL REMAIN THE SAME AS IN TABLE ONE, BUT IF
GRAZING IS USED THE FOLLOWING NUTRIENT VALUES WILL REPLACE TABLE ONE COLUI4N SIX
VALUES FOR THE HYDRANT PULLS AS SHOWN BELOW.
SECTION ONE :
HYDRANT-15 230lbsN/AC
HYDRANT-16 230lbsN/AC
HYDRANT-17 2301bsN/AC
SECTION TWO:
HYDRANT-18 230lbsN/AC
HYDRANT-19 230lbsN/AC
HYDRANT-20 2.30lbsN/AC
SECTION THREE:
HYDRANT-11 2057.bsN/AC
HYDRANT-12 205lbsN/AC
HYDRANT-13 205lbsN/AC
HYDRANT-14 205lbsN/AC
Page: 14

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)
5 . 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.
6 . 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 .
B . 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: 15

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 on or 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: 16

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN ACREEMPNT
Name of Farm:S&J FARMS #2 -
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: JAMES B JONES
(Please print) -
Ile
Signature: Date: ?/mod/00
Name of M ager� f ifferent from owner) : -
Signature: Date:
Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency) : PO BOX 219
KENANSVILLE NC 28349
fff��� qqi ry
Signature: �, �v LGw Date:
Page: 18

®Pl1®NALACRW9G _�M. T tJTILIZ�,TI®�V`P(��P�
Nitrogen only and animal waste only-using aerway or honeywagon
PRODUCER: Jay Jones
LOCATION: S&J Farms
TELEPHONE: [phone]
TYPE OPERATION:
NUMBER OF ANIMALS: N/A
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution of
surface 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. 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. Soil types are important as they have different
infiltration rates, leaching potentials, cation exchange capacities, and available water holding
capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To maximize the
value of nutrients for crop production and to reduce the potential for pollution, the waste should be
applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting
the waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling techniques, preparation,
and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

1tU&,�5 UYILIZATI®N PL
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 wh ich 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 property apply the waste. If the producer
does not own adequate land to property dispose of waste,he/she shall provide a copy of an
agreement with a landownerwho is within a reasonable proximity, allowing him/herthe 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 h the
number of animals,method of utilization,oravailable land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, availabig moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
q 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).
5 - Odors can be reduoed by injecting the waste or disking after waste application. Waste should
not be applied when there is dangerof 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"Weatherand Climate in North Carolina"forguidance.)
7 Liquid waste shall be applied at rates not to exceed the Broil 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 files.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface
is frozen.
Page 5

E UT1 IIZATiOWTLAW
REQUIRED SPECIFICATIONS
(continued)
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
animalwaste should also be considered.
Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
10 high potential for leaching. Waste nutrient bading 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 pdorto planting of the crop orforages breaking dormancy..
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
11 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 on or after October 1, 1995), shall not be applied closer than
25 feet to perennial waters. (See Standard 393-Filter Strips).
Animal waste shall not be applied closerthan 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
12 the landowner.
13 Waste shall be applied in a mannernotto reach otherproperty and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
14 discharge or by over-spraying. Animal waste may be applied to prior converted wetlands
provided they 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
15 mannerthat causes no runoff ordriftfrom the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not
be discharged into the animal waste management system.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
16 some eastern counties of North Caroline to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 6

MASTEUTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 implementohg a"closure plan"which will eliminate the possibility of an illegal
discharge,pollution and erosion.
Waste handling structures,piping pumps, reels, etc., should be inspected on a regular basis to
19 prevent breakdowns,leaks and spills. A regular maintenance checklist should be kepton site.
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
20 consumption it should only be applied pre-plant with no further applications animal waste
during the crop season.
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
21 the maximum storage volume forwaste storage ponds.
Waste shall be tested within 60 days of utilization and soil shall be tested at least once every
three years at crop sites where waste products are applied. Nitrogen shall be the rate-
determining element. Zinc and copper levels in the soil shall be monitored and alternative
crop sites shall be used when these metal approach excessive levels. pH shall be adNsted for
22 optimum crop production and maintained. Soil and waste analysis records shall be kept for
three years.
Dead animals will be disposed of in a mannerthat meets North Carolina regulations.
`This Nis from animal waste only. If nutrients from other sources such as commercial.fertilizer
are applied,they must be accounted for. N must be based on realistic yield expectation.
23
Page 7

EJUA�F�
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: S&J 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 Division of Environment Management (DEM) 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 stone 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 forreviewby DEM upon request.
Name of Facility Owner:
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Pleasepnrnt) Amanda Hatcher
Affiliation: NOES-Duplin County Center
Address (Agency): PO Box 949
Kenansville, NC 28349
[phone] { c3
Signature( _ 1V� 2�(�t L.`�l� Z`4y� Date:
Page 8

EEWILIZATIO
ANIMAL WASTE UTILIZATION AGREEMENT
(Neededonly Ifaddttonal land has to be leased,etc.) _
I, hereby give
permission to apply animal waste from his Waste Utilization System on approximately_acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Landowner: Date:
Waste Producer: Date:
Technical Representative: _Amanda Hatcher Date:
NCCES-Duplin County Center, 910-296-2143
Term of Agreement: 20 to 20
(Mirdmum of Ten Years on Cost Shared Items)
(See Required Specification No.2)
Page 9

� E.'
If planted in beans.. .
Table 9: ACRES
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1822 3A RaA lbeans 1 143 3.301 471.90 Apr 1-Se tl5
1822 3B NoA lbeans 137 5.25 719.25 Apr 1-Se tl5
1822 2 NoA lbeans 137 1.90 260.30 A r1-Se tl5
1640 1 NoA beans 137 19.90 2,726.30 Apr 1-Se tl5
1641 1 OrA beans 149 20.40 3,039.60 Apr 1-Se tl5
1825 1 GoA beans 149 13.10 1,951.90 Apr I-Se t15
1638 1 AuB beans 100 11.20 1,120.00 Apr 1-Se t15
1638 2 ILsB beans 98 14.10 1,381.80 Apr I-Se t15
1638 3 Ls8 lbeans 1 98 11.00 1,078.00 Apr 1-Se tl5
1638 lbeans 1 91 4.501 409.50 A r 1-Se tl5
TOTAL 104.7 13158.6
Realistic Yield Expectations for Soybeans:
Soil Type RYE
NoA 35 bu/ac
RaA 37 bu/ac
OrA 38 bu/ac
GoA 38 bu/ac
AuB 25 bu/ac
LsB 25 bu/ac
MCC 23 bu/ac
Based on an estimate of 2.16 Ibs PAN/1,000 gallons
Page 10

Department of Farm II3443
Agriculture ®uplin County, North Carolina �
7rac{¢1� 1640
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Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

Department of Farm 13443
Agriculture DupHn County, North CarroHna
DUplin
2018 Program Year
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NC
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accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Servico Agoncy assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Reforto your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

Department of Farm 13443
Agriculture Duplin County, North Carolina
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Wetland identifiers do not represent the size,shape,or specific d otennination of the area. Referto your original determination(CPA,026 and attached maps)for exam boundaries and dotorminiztons or contact NRCS.

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ract 1822 Fleid 3
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Dopartment of Farm 13443
Agriculture Duplin County, North CaroHna
urx-ItDURim DUPhn + Tract {7� S
- 2018 Program Year
CLUAoPes G-0BL Clr®p
/ r u
1 15.05 NHEL
Ysr r a J ," 2 17.28 NHEL
3 12.45 NHEL
4 4.85 NHEL
L
5 2.88 UHEL NC
6 42.69 UHEL NC
r, 4� ^,' 'V D t� 1 t`n q J'r �` •I
Page Cropland Total: 49.63 acres
\J ra IDS ✓1D I N'I
-
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,fix d Base Image Layer flown in 2016
v
Common Land Unit
Cropland
Non-Cropland
Er��—,'"EJITract Boundary
r v
I IFi ` � v"1'` tt gN Wetland Determination Identifiers
Jr
Q Restncted Use
0 Limited Restrictions
Exempt from Conservation
Feat Compliance Provisions
is a ^o'aa 3e. 7 Ih^l. f's' : I' ti:rvt7G'r' '2e .AYtli, e
USDA FSA maps are for FSA Program administration only. This map does not represent'a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/orthe NAIP imagery. The producer
accepts the data'as Wand assumes all risks associated with its use. The USDA Fans Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to your original determination(CPA-026 and attached maps)for.exact boundaries and determinations or contact NR CS.

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NCDA&CS NC-ACSP-DLUI
DSWC .11/2018
Disaster Lagoon utilization incentive
Addendum to the Waste Utilization Plan Statement .
ADDENDUM TO NC-ACSP-2
The purpose of this addendum is to allow applicants to certify if they have submitted a temporary
amendment to their waste utilization plan to the Division of Environmental Quality in order to be eligible for
the Disaster Lagoon Utilization Incentive BMP through the NC Agriculture Cost Share Program. All
applicants may be asked to submit documents and maps necessary to justify their claim.
The temporary amendment to the waster utilization plan was developed by the following Designated
{t a . yte
Technical Specialist: x11Gt G`\L A �'t�r �� r
This information will be maintained in the district file as a portion of the application and is part of the public
record.
To be considered for application eligibility for incentive BMPs,you must complete and initial the
statements below.
41 (-d_I hereby certify that I have submitted a temporary amendment to my Waste Utilization Plan. I
understand that I may be psked to provide documents and maps to justify my claim.
auua��k-c 4C4, Ir I— �,L4-11
Producer Signature Date
Incentive BMP Farmer Application Certification(completed at payment)
1 hereby certify that 1 have applied waste according to the temporary amendment to my Waste Utilization
Plan and in accordance with all permit requirements from the Division of Environmental Quality. I applied a
total of gallons, on (dates)using
the following method . I understand that I may be asked to provide
documents and maps to justify my claim.
Producer Signature Date
Technical Representative Certification
I hereby certify that I have reviewed the temporary amendment to the waste utilization plan and
the application records from the producer.
Technical Representative Date

W T� U i 1ZAT6 N PL aR9
If planted in corn. . .
Table 9: ACRES
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1822 3A RaA com 135 3.30 445.50 IFeb 15-June 30
1822 3B NoA com 131 5.25 687.75 Feb 15-June 30
1822 2 NoA com 131 1.90 248.90 Feb 15-June 30
1640 1 NoA com 131 19.90 2,606.90 Feb 15-June 30
1641 1 OrA com 137 20.40 2,794.80 Feb 15-June 30
1825 1 GoA com 148 13.10 1,938.80 Feb 15-June 30
1638 1 AuB Icom 104 11.20 1,164.80 Feb 15-June 30
r1638 2 LsB com 96 14.10 1,353.60 Feb 15June 30
38 3 LsB com 96 11.00 1,056.00 Feb 15June 30
38 4 MCC com 68 4.50 306.00- Feb 15June 30
TOTAL 104.7 12603.1
Realistic Yield Expectations for Corn:
Soil Type RYE
NoA 138 bu/ac
RaA 150 bu/ac
OrA 144 bulac
GoA 156 bu/ac
AuB 102 bu/ac
LsB 94 bu/ac
MCC 72 War
Based on an estimate of 2.16 Ibs PAN/1,000 gallons
Page 10

WASTE UTILIZATION PLAN
If planted in wheat.. .
Table 1: ACRES
Tract Field Soil Crop Lbs. N Acres Lbs, N Month of
# No. Type Per Acre Utilized Applicat!on
1822 3A RaA wheat 1061 3.30 349.80 1 Sept 1-Mar 31
1822 3B NoA wheat_ 125 5.25 656.25 Sept 1-Ma(_31
1822 2 NoA wheat 125 1,90 237.50 1 Sept 1-Mar 31
1640 1 NoA_ wheat 125 19.90 2,487.50 1 Sept 1-Mar 31
1641 1 OrA wheat 125 20.40 2,550.00 1 Sept I-Mar 31
1825 1 GoA wheat 136 13.10 1,781.60 Sept 1-Me r31
1638 1 AuB wheat 104 11.20 1,164.80 Sept I-Mar 31
1638 2 LsB wheat 91 14.10 1,283.10 Sept 1-Mar 31
1638 3 LsB wheat 91 11.00 1,001.00 Sept I-Mar 31
1638 4 MCC wheat 67 4.501 301.50 Sept 1-Mar 31
TOTAL 104.7 11813.1
Realistic Yield Expectations for Wheat:
Soil Type RYE
NoA 60 bu/ac
RaA 55 bu/ac
OrA 60 bu/ac
GoA 65 bu/ac
AuB 45 bu/ac
LsB 39 bu/ac
MCC 32 bu/ac
Based on an estimate of 2.16 Ibs PAN/1,000 gallons
Page 10

WASTE UTILIZATI® PLAN
If planted in small grain silage (not overseeded or grazed)...
Table 1: ACRES
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# N®, T e Per Acre Utilized A licatiorr
1822 3A RaA sm r sila 97 3.30 320.10 Se et 1-Mar 31
1822 3B NoA sm r silaq 114 5.25 598.50 Sept I-Mar 31
1822 2 NoA smgrsj1aq 114 1.90 216.60 Sept 1-Mar 31
1640 1 NoA sm r silag 114 19.90 2,268.60 Sept 1-Mar 31
1641 1 OrA sm r silag 114 20.40 2,325.60 Set 1-Mar 31
1825 1 GoA smgrsilaq 120 13.10 1,572.00 Se t1-Mar31
1638 1 jAuB sm r sliag 85 11.20 952.00 Se t1-Mar31
1638 2 LsB sm r silag 78 14.10 1,099.80 Sept 1-Mar 31
1638 3 LsB sm r silag 78 11.00 858.00 Sept 1-Mar 31
1638 - 4 MCC sm rsila qE 64 4.50 288.00 Sept 1-Mar3l
TOTAL 104.7 10499.2
Realistic Yield Expectations for Small Grain Silage (not overseeded or grazed):
Soil Type RYE
NoA 10 t/ac
RaA 9 t/ac
OrA 10 t/ac
GoA 10.5 t/ac
AuB 7 t/ac
LsB 6.4 t/ac
MCC 5.6 t/ac
Based on an estimate of 2.16 Ibs PAN/1,000 gallons
Page 10

E.UTILIZATION PLAN
If planted in small grain overseed into Bermuda
Table 9: ACRES
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type FerACre Utilized Application
1822 3A I RaA sm r over 501 3.30 165.00 Oct 1-Mar 31
1822 3B I NoA sm r over 50 5.25 262.50 Oct 1-Mar 31
1822 2 1 NoA sm r over 50 1.90 95.00 Oct 1-Mar 31
1640 1 NoA sm r over 50 19.90 995.00 Oct 1-Mar 31
1641 1 OrA sm rover 50 20.40 1,020.00 Oct 1-Mar 31
1825 1 GoA sm r over 50 13.10 655.00 Oct 1-Mar 31
1638 1 AuB sm r overA 50 11.20 560.00 Oct 1-Mar 31
1638 2 LsB sm rover 50 14.101 705.00 1 Oct 1-Mar31
1638 3 LsB sm rover 50 11.00 550.00 Oct 1-Mar 31
1638 4 MCC sm rover 50 4.50 225.00 Ocf1-Mar31
TOTAL 104.7 5232.5
Realistic Yield Expectations for.Small Grain overseed Into Bermuda:
Soil Type RYE
NoA 1 t/ac
RaA 1 t/ac
OrA 1 t/ac
GoA 1 t/ac
AuB 1 t/ac
LsB 1 t/ac
MCC 1 t/ac
Based on an estimate of 2.16 Ibs PAN/1,000 gallons
Page 10

NARRATIVE
The following buffers must be maintained on all fields in all tracts:
75 foot buffer off blue line streams & perennial streams
200 foot buffer off a home not owned ,by the landowner of the land
application fields
100 foot buffer off a well
75 foot buffer off a property line
"The attached maps include buffer lines and have been calculated
for wetted acreage that meets these setbacks. For
accurate application, flag off these buffers.
Soil Type App. Rate App•
RaA 0.4 in/hr 1 inch
NoA 0.5 in/hr 1 inch
OrA 0.5 in/hr 1 inch
AuS 0.6 in/hr 1 inch
LsS 0.5 in/hr 1 inch
MCC 0.4 in/hr 1 inch
GoA 0.5 in/hr 1 inch
1 acre inch = 27,154 gallons

Department of Para 13443
Agriculture Duplin County, North Carolina
������� r y r ry,c� 7•r' ry rt Ja Y Tract tl 822
<: 2018 Program Year
CLtJ Ades HEL Chop
2 12.79 1 NHEL
{t,,'r�' .rt �„�'Al + +.`el'HF � i;, NHEL
n ry r ,t�.,. d .x i � '�i.. ` v y 4 35.15 UHEL NC
xntN 261
Cropland Total: 33.88 acres
s u9F f5: >rF <
y1 {17MT 1F" r
ri I r ,
x rv``c
� . y
Duplin�
r
Map Created April OS 2018
Base Image Layerflown in 2016
Common Land Unit
Cropland
Non-Cropland
lZa
v 4� ro
�� rYg �°iw+ y. ,t>�(�u 'I F Tract Boundary
k i � i. i YtC'ry'v 'Q ,o Ny�roa �Y"va���r r7� ron � s 'xt 1., lit�lrhpk F/1
`N, t• u%' ss'"y�'"n+i:�i"a/'^'i .� 3 Il,` ,j� �nt ,w�ite YO�tL, Wetland Determination Identifiers
0 Restricted Use
17
� � Limited Restrictions
Exemt from Conservation
Compliance Provisions
�l�e^✓e " _ � .x.w Yf r"r. F[ �Pu`m r r r
USDA FSA maps are for FSA Program adminlstraton only. This map does not represent a legal survey or reflect actual ownership,rather it depicts the info vnopen provided di may from the producer and/or the NAIP imagery. The producer
accepts the dam'as is'and assumes all risks associated With its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifers do not represent the size,shape,or specific determination of the area. Refer to your original deto an!naton(CPA-026 and attached maps)for exact boundaries and detorm!nations or contact NRCS.

SW Farms n
f S 5 t 0 V
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' RIZ

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
® add soil to the berm to increase the elevation.of the dam
® pump wastes to fields at an acceptable rate
® --stop all additional flow-to-the lagoon (waterers)
® call a pumping contractor
® make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
® create a temporary diversion or berm to contain the waste on the field
® incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
® pipes and sprinklers:
p stop recycle (flushing system) pump
® stop irrigation pump
© close valves to.eliminate firther discharge
OO separate pipes to create an air gap and stop flow
Page l

® flush system, houses, solids separators:
© stop recycle (flushing system) pump
® stop irrigation pump
p make sure no siphon effect has been created--
a) separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
® dig a small well or ditch to catch-all seepage, put in a submersible pump, and
pump back into the lagoon
® if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
® other holes may be likewise temporarily plugged with clay soil.
Note: For peinimtent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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 noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910-395-3900; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Boa Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
910-296-2160 .
Page 2

d) Instruct EMS to contact the local Health Department: 910-296-2126.
e) (For technical assistance)
Contact CES: 910-296-2143
Local NRCS office: 910-296-2121
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
a).
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
duplin
Page 3

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid S ems)
Flush Gutters Accumulation of solids ("I Flush s stem is designed and operated
suf ii ' ntiy to remove accumulated
ids from gutters as designed.
( Remove bridging of accumulated solids at -
disc arge
Lagoons and Pits Crusted Solids V, 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 waters 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 O 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
brewers 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 O 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

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
vrinter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
O Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) 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 27695-7613.
AMIC-- November 11, 1996
II

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( Vegetative or wooded buffers:
(f)Recommended best management
practices;
((.)Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (x lotted floors;
Floors (%caterers located over slotted floors;
V( F eders at high end of solid floors;
rape manure buildup from floors;
( nderfloor ventilation for drying
Manure collection Urine ( Frequent manure removal by flush,pit
pits r charge or scrape
Partial microbial nderFloor ventilation
decomposition
Ventilation Volatile gases F911 maintenance;
exhaust fans Dust (�Jrfficient air movement
Indoor surfaces Dust ( W shdown between groups of animals
( -)Feed additives;
(,IFeeder covers;
Geed delivery downspout extenders to
feeder covers
Flush Tanks Agitatidn of recycled( lush tank vers
lagoon liquid while tanks (a�tend fill lines to near bottom of tanks .
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Unddrfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lit stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste (�1=xtend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (' ;Proper lagoon liquid capacity
Biological mixing ( Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(/f inimum agitation when pumping
FtlMechanical aeration
t4Proven biological additives -
Irrigation sprinkler High pressure agitation irrigate on dry days with little or no wind -
nozzles Wind draft - I, inimum recommended operation pressure
,)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants'
Settling basin Partial microbial decom- (' Extend drainpipe outlets underneath liquid
surface position Mixing while filling tevel
Agitation when emptying (V/Remove settled solids regularly
Manure,slurry or Agitation when spreading ( oil injection of slurry/sludges
sludge spreader Volatile gas emissions W )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits (• )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (A Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (Farm access road maintenance
onto public roads 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 Treatmenf:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:UnderFloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
-
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
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 Manageme ractices ve been
reviewed with me.
n own Ignature)
13

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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
ElR" Rendering at a rendering plant licensed under G.S. 106-168.7.
® 7 Complete incineration according to 02 NCAC 52C.0102.
E�( A composting system approved and permitted by the NC Department of Agriculture&Con-
r 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.
o Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
m Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In t event of imminent threat of a disease emergency, the State Veterinarian may enact
addifi na a orary ocedures or measures for disposal according to G.S. 106-399.4.
of Farm O na /Manager Date
e
Signature of Technical S cialist Date

0 U
iD. Volume of 25 year - 24 hour_ storm
Volume = 7. 5 inches / 12 inches per. foot * DA
Volume = 69750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 142421 cubic feet
5B. 0 cubic feet
5C. 65100 cubic feet
5D. 69750 cubic feet
TOTAL 277271 cubic feet
5, SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour. rainfall__________________> 7.5 inches
1.0 feet
Side slopes=====______,______________________> 3.0 : 1
Inside top length___________________________> 360.0 feet
Inside top width=___________________________> 310.0 feet
Top of dike elevation=====__________________> 53.5 feet
Bottom of lagoon elevation__________________> 42. 5 feet
Total required volume_______________________> 860471 cu. ft.
Actual design volume________________________> 890760 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.6 feet
Stop pumping elev.== _____________________> 49.6 feet
Must be >. or = to the SHWT elev.====______> 47.6 feet
Must be > or == to min. req. treatment el.=> 48. 5 feet
Required minimum treatment volume=====—____> 583200 cu. ft.
Volume at stop pumping elevation=====_______> 594982 cu. ft.
Start pumping elev._________________________> 51.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 821010 cu. ft.
Volume at start pumping elevation=====______> 805924 cu. ft.
Required volume to be pumped________________> 207521 cu. ft
Actual volume planned to be pumped=====_____> 210942 cu: f
Min. thickness of soil liner when required%; ' 1. feet
7. BY: d � BY:
DATE: DATE: 14��� r ro Tklj,wrk� J6v� .
12 M��6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
C014MENTS:

e
0
OPS'RATOR: -jA-1 >IONF,a 54.1 —w4
COUNTY: vupciN
TYPE OPERATION: 4sao NisH)iNb
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 do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensionsand grades are the best estimates. The BUILDER or --
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist- in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material. required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft. ) : O&o,A71rT3
Actual Design Volume (cu. ft. ) : OgoLl�o rT3
Excavation (cu.yd. ) : 27,05ZYv5
Clay liner excavation ( cu.yd. ) : 6, H13vo3
Total excavation (cu.yd. )
I .
Pad and Dike Fill (cu.yd. ) : 10,9`goyD3 '
Clay liner fill (cu;.yd. ) S,zrc�y�3
Total fill (cu.yd. ) :
% INCCCt7�E5 25°7c Few COMP/>GrIpN.
Cut/Fill Ratio: )-'�:1
Job Class: Date: )"zrnAc{uab
Prepared by: tt
Prepared .by: . �,

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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 at
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
maintabi 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 extendedwet 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 mininnum, 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

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. 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 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 neighbor's lagoon is fill 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 runoft) away from your lagoon and other waste
treatment or storage stnictures. 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

1
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 daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
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.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation 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.-
Dcwater 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 acid 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 constriction, 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.

r
OPERATOR' JA-4 °3owes
COUNTY: yl4pl-1 N
TYPE OPERATION: .413zo FI M 15HI N6
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 do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft. ) o 0&6),471r-r-3
Actual Design Volume (cu. fto )
Excavation (cu.yd. ) o 27,o5zY��
Clay liner excavation` cu.yd. ) o I3tia3
t Total excavation (cu.yd. )
Pad and Dike Fill (cu.yd. ) e i2,Z�tc,yp3
Clay liner fill (cu,.yd. )
Total fill (cu.yd. ) :
�k INLL��•DG-� �5% �c� Con�r>G'rION
Cut/Fill Ration
Job Class: IV Date: rz PnA>'{j-'q6
Prepared by:
Prepared by: b
�r
Y

�'perator:Jay Jones County: Duplin Date: 03/07/96
uistance to nearest residence (other than owner) : 2800.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
4320 head ( finishing only) x 135 lbs. = 583200 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 583200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 583200 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 583200 cubic feet
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
`OWNEP- NU SUCCxC9iO�G .
Volume = 0.0 cubic feet i-l<< -6 V ILL DE�17-EMr-VED AS NEEPtFP.
TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 360.0
Inside top width ( feet)---------------------- 310. 0
Top of dike elevation ( feet)----------------- 53. 5
Bottom of lagoon elevation ( feet)------------- 42.5
Freeboard ( feet)----------------------------- 1.0
Side slopes ( inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3.0 3. 0 3 .0 354.0 304.0 10.0
AREA OF TOP
LENGTH * WIDTH =
354. 0 304. 0 107616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
294. 0 244. 0 71736 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
324. 0 274. 0 355104 (AREA OF MIDSECTION * 4 )
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
107616. 0 355104.0 71736. 0 1. 7
Total Designed Volume Available = 890760 CU. FT.

�o TEMPORARY ,STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360. 0 310. 0 111600. 0 square feet
Buildings (roof and lot water)
O. 0 square feet Describe this area.
TOTAL DA 111600.0 square feet
Design temporary storage period to be 180 days.
5Am Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 583200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1065312 gals. or 142421.4 cubic feet
5Bo 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 5Ao
Volume = O. 0 gallons/day * 180 days storage/7o48 gallons
per CF
Volume = O. 0 cubic feet
5Ce Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 65100. 0 cubic feet

S�j d
ID. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 69750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5Ao 142421 cubic feet
5Bm 0 cubic feet
5Ca 65100 cubic feet
5Do 69750 cubic feet
TOTAL 277271 cubic feet
ie SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 360.0 feet
Inside top width============================> 310.0 feet
Top of dike elevation=======================> 53.5 feet
Bottom of lagoon elevation==================> 42.5 feet
Total required volume=======================> 860471 cu. ft.
Actual design volume========================> 890760 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.6 feet
Stop pumping elevo__________________________> 49.6 feet
Must be > or = to the SHWT eleve==========> 47 .6 feet
Must be > or = to mine rego treatment el.=> 48.5 feet
Required minimum treatment volume===========> 583200 cu. ft.
Volume at stop pumping elevation============> 594982 cu. ft.
Start pumping elevo_________________________> 51.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr.- rainfall==> 821010 cu. ft.
Volume at start pumping elevation===========> 805924 cue ft.
Required volume to be pumped================> 207521 cu. ft
Actual volume planned to be pumped==========> 210942 cu. f
Mina thickness of soil liner when required 1at,.�feet
7. BY:b4 Al
BY:
DATE: 12 ntia��6 DATE: -3 j7-:y/f4G
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

l r
t\ r
i
i
OPERATOR: 5&S FA-F-ivlev t 3
COUNTY: N
TYPE OPERATION: ZS80 Hr::Aip
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 do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
I, The actual amount of material required for pads and dam may vary from
1 the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft. ) : 504, o(0 FT-3
Actual Design Volume (cu.ft. ) : 500, 535 rr3
Excavation (cu.yd. ) : (q Zg8yv3
Clay liner excavation )cu.yd. ) :
Total excavation (cu.yd. )
Pad and Dike Fill (cu.yd. ) : f4-,078 YP''
Clay liner fill (cu.yd. ) X-
Total fill (cu.yd. ) :
Cut/Fill Ratio: 4.37 : f
Job Class: Date: 0'+96T aS
Prepared by: G DRo t4oG FAp-fvtZ
Prepared by:
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Y=)erator:Jay Jones Count Duplin Date: 10/04/95
III �
stance to nearest residence (other than owner) :
2000.0 feet
AVERAGE LIVE WEIGHT (ALW) - 0 lbs
0 sows ( farrow to finish)
x 1417 lbs. -
x 522 lbs. = 0 lbs
0 sows ( farrow to feeder) _
2880 head ( finishing only) x x 4 433 35 lbs. _ 388800 lbs
lbs. - 0 lbs
0 sows ( farrow to wean) x 30 lbs. = 0 lbs
0 head (wean to feeder) 0
Describe other
Total Average Live Weight = 388800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment Volule(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION(tpwNEtz N0 5t_a 4tO1zAGE.
Volume =
0.0 cubic feet 5LU'b6'E wi�l gEREn�OVETJ AS NEEbEb,''
TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 350.0
Inside top width ( feet)---------------------- 230.0
46.7
Top of dike elevation ( feet)--------------
Bottom of lagoon elevation (feet)---------- 2
36.
Freeboard ( feet)----------------------------- 1.0
.0 1
Side slopes ( inside lagoon) ------------------ '
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3 .0 3.0 344.0 224.0 9.5
AREA OF TOP
LENGTH * WIDTH =
344.0 224.0 77056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
�I 287 .0 167.0 47929 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
315. 5 195. 5 246721 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
77056.0 246721.0 47929.0 1. 6
Total Designed 'Volume Available = 588535 CU. FT.
�I

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 230.0 80500. 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 80500.0 square feet
i
Design temporary storage period to be 180 days.
-A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947. 6 cubic feet
-B. 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 recirculai
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 .48 gallon:
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amouni
180 days excess rainfall = 7.0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 46958.3 cubic feet

D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 50312. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 0 cubic feet
5C. 46958 cubic feet
5D. 50313 cubic feet
TOTAL 192218 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 350. 0 feet
Inside top width============================> 230.0 feet
Top of dike elevation=======================> 46. 7 feet
- Bottom of lagoon elevation====--------______> 36.2 feet
Total required volume=======================> 581018 cu. ft.
Actual design volume========================> 588535 cu. ft.
Seasonal high watertable elevation (SHWT)===> 41.2 feet
Stop pumping elev.__________________________> 43. 0 feet
Must be > or = to the SHWT elev.==========> 41.2 feet
Must be > or = to min. req. treatment el.=> 42.2 feet
Required minimum treatment volume===========> 388800 cu. ft.
Volume at stop pumping elevation============> 392669 cu. ft.
Start pumping elev._________________________> 45.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 538222 cu. ft.
Volume at start pumping elevation===========> 535426 cu. ft.
Required volume to be pumped================> 141906 cu. ft.
Actual volume planned to be pumped==========> 142757 cu. ft.
Min. thickness ofsoil liner when required== 1.5 feet
Prepared BY: JJ 1 e Prepared BY:
DATE: 04 a DATE:
G�ui7ii�az 4�, /�✓��
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: