310528_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these Slate
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019,
Please do not leave any question unanswered Please verily all information and make any necessary corrections below.
Application must be signed and dated by the Pernrittee
I. Farm Number: 31-0528 Certificate Of Coverage Number: AWS310528
2. Facility Name: Johnny Boone Farm
3. Landowner's Name(same as on the Waste Management Plan): Johnny E Boone
4. Landowner's Mailing Address: 663 W Charity Rd
City: Rose Hill State: NC
Zip: 28458
Telephone Number: 910-289-2140 Ext. E-mail:
5. Facility's Physical Address: 876 Brice's Store Rd
City: Rose Hill
State; NC Zip: 28458
6. County where Facility is located: Duolin
7, Farm Manager's Name(if different from Landowner):
B, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Johnny E.Boone Phone No.: 910-989-1057 OIC#: 989915
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type acid number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,200
Operation Tv
Swine Caltle Dry Paull ry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other
Layers

13. Waste Treatment 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)
LAGOONNI r ) 3 G�'� (P 5;LLo c}I 3(0 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sieved by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoontstorage 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 reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application me not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes_ 143-215.6A and 143-215.6B, arty person who knowingly makes any false statement,
representation, or certification in any application..may be subject to civil penalties up to $25,600 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of'nm more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
-
Name: R Ob --P Title: h'e�
Signature: Date: lei
Name: Title:
Signature: - Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
•NCDEQ-DWR _
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
Ath the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division of
(DWQ) of the transfer of ownership.of an Animal Waste Management Facility. This form must be submitted
later than 60 days following the transfer of ownership.
rteral Information:
Name of Farm: _Johnny Boone Farm
Previous Owner(s)Name Burnell Sasser Facility No: 31-528
New Owner(s)Name: hnny Boone Phone No: s10-2Bs-34s2
Jo
Mailing Address: 663 West Charity Rd. Rose Hill NC 28458 Phone No: 910-289-2140
Farm Location:
Latitude and Longitude: 34 49'30"/78 03' 53" Fourteen Digit Hydroligic Uni 3030007090020
Please attach a copy of a county road map with location identified and described below(Be sp cific t road Duplin
names, directions, milepost, etc.): Take SR 1102 (Brice's Store Rd )for about 3 miles to farm entrance on the right
Operation DescriotiM
Type of Swine No.of Animals Type of Poultr
y No.of Animals Type of Cattle No.of Animals
❑ Wean to Feeder ❑ Layer
❑ Feeder to Finish 1200 [] Pullets ❑ Dairy
❑ Farrow to Wean ❑ Beef
❑ Farrow to Feeder -
❑ Farrow to Finish
❑ Gilts
❑ Boars
Acreage Available for Application: 14.8
Number of Lagoons/Storage Ponds: 1 Required Acreage: 8.62
.. .. .............s/St rage*Pon..................>..�.......�....Total#Capacity:
266,526**Cubic Feet(ft3).. .....
Owner/Manager Agreement
I (we)verify that all the above information is correct and will be updated upon changing. I(we) understand the operation and maintenance procedures
established in the approved animal waste management plan for the farm named above and will implement these procedures. 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 Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance of from a storm event
less severe than the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service.
The approved plan will be fled at the farm and at the office of the local Soil and Water Conservation District. I (we)know that any modification must be
approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to OEM or a new certification(if the approved plan is changed)within 60 days of a title transfer.
Vame of New nd Owner: Johnny Boone
Signature:
Vame ana
g Ifferent from owner):
Sign re:
Date
Please sign and return this form to: N.C. Division of Water Quality
Water Quality Section, Compliance Group
Raleigh, NC 27626-0535
NCO -- May 3, 1996

4
Animal Waste IVManagement'Plan Certification
(please type or print all information that does not
require a signature)
a:;xb
:i„Y'f aa3LY,C�1, i�,fvII Yk <>i`f.,L+j'E "Tpi'General Information•
Name of Farm:
Owner(s) Name: n� \\ S� r Facility No:ai ___5A3
Mailing Address: $Sa y7 Phone No: lg
�\ �1( %\t Ass
Farm Location: Fourteen Digit Hydrologic Unit:
Latitude and Longitude: yO 4qt %210
Please attach a copy of a county road with location an scribe below `^
(Be specif
road names, directions, milepost, etc.): —�— 1/ 0t�
5
•O M��¢.S �e -ro.+s cry 2 �!e>✓„
DReration'D esc_r_i nfi on-
Type of Swine No Of Animals
0 Wean to Feeder 2Y'Pe ofPouhry No ofAnimak e
O Typ o f Cattle No of An malt Layer
0"femer to.Finish 12 b'p OPunets _ ODairy
0 Farrow to Wean OBeef
0 Farrow to Feeder
0 Farrow to Finish Other Ty
pe of Livestock:
Number of Animals:
.::�eeerter . ...,n::... ::..,>z�;.:».<e,:.,:. ..<.�';. .v.Yn.�&oti•.'<.�c ....
.,.A..._4...o.<:X.rr .. �, ."yF.. .. ,.x ... .c:k•<b:�"i::.��:7 �:,;•.. .<:'Fscx x.Fti�;:[a�:;;<g:k.
.;.c;:.r.., ...,....._,�..v.,..3o u:.,.,..,r'3sz,y»,.: �}.... .. :>N :.«.3d:«.>:.3k x;'•�'s�a�
.,.<,.,...yat."..,.:,t<3.snMXn..II .:.. . ..« .. ..... ., v.<S�'.�L:Y.�Y;X:r. '�.,.:�S..�,,.k..."/..: :..a<o.;:.... . n5 ''yYSa'�.. :.v<.Y.... ;k"::.��''.Vi`.;<>iRi<!,.'v:•�"'y°.FF_:i:�•
-u,f,-�\a�. ......"....:<. .:.ID..:Pk�..��S2S...:. .y.. ..u H•.:. ... �k"..<�..,k<.:::c:.A,..e3i>:�,2;a. �.3.. ,kr \ .z>,... ,Y.,�4,y>;;�sb: .:E�x s"R,.;x°¢;_':
,.s. ... .. .:?St.... ., ... `���. .... ..a�x..�,<'x .,c�y'a'. .�...'...'x�;•a,L Y.»r`<a Mks:>six�: �`.,:x.'. „.,�.
::...... .......:..:.:<e;a<3n<<sR.. t.. ..:z t z•.i3. .:SC>i:a..r<-fx�.R'x», ..Y ...>;a..:ct»s. "tt''4::w'r }.'::>::'"'
....E,:2a�...<.>if.,o,,r L.•i.Fr'.x,..c.<:.,<>.u,.n,`Yc:.,«... .: ....... .k•.1.c.> Ya> �y/,�
in3>•o "a<r FY' .<a. .2. ...Z,'. ;.Z<.<.: ..��� :.<).Y..',��'�'... .:V LL .C. :
..��..... _ ,t':.•: .. n:.p .>..,.. ,..>.rc°...,,:: .`.e3;:. .''p< .rzLY."<:� 1.."....'(.<.FYs. „Y� . ..�'z
.i:�' .OtIZ7: .t?....L.�:;.« a,�>.x.1`2:'e� .,� � :•_•'.'�,.z�.,'a3���'s,2<.'.^,,.^:?a��':,...>. ..a�3
>:..,::..%�:z.,.�:,i..>'.:.>.,,a_:, ,b�4p. '. .n x.3:xa::4, .ram:..�,..�6.3:°X% ....x:.:,. �r:.>i n`x .zm..{.:'5:�3!x»s<aY.:.•..; '.
........:.:,.:»,.:.,„:zF+e«»<..✓.,;,:<, �. .. ..:.,a�._:.X.;.S,.g>�.�`;�.Y�..-3 sR.z"'iu...�<.....t...:..>„,..:.:,:..,...,„.$x.E ..,r.` ..53,..F?s.\c..,.<.,.2L.ex ,y...c;:<::�:px:.:<'::v..._.�
PPlication: `I_n_ R�uired Acreage: 1 Number of Lagoons/Storage Ponds: _�
Are subsurface drains present on the farm: Total Capacity: Zr�L,
Cubic Feet (ft3)
If YES: are subsurface d YES or (Please circle one)
********+* ********* *P*e+* * *area ti* ***LAGOONo*SPRA**FMLD (pleas circle
Owner/Manager Agreement
r"D (Please circle one)
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these d maintenance
I(we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities
new certification to be submitted to the Division of Environmental Management before the new animals am must be no discharge of animal waste from the storage or a w�require a
application system to surface waters of the state either deuecU(we)understand that there
conveyance or from a storm event less severe than the 25-year. 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that runoff of pollutants from loon y through a man-made
the Natural Resources Conservation Service. The a lounging and h�vy use areas must be minimized using technical standards developed by
Conservation District. I we approved plant will be[fled at the farm and at the ofLce of the local Soil and Water
( )know that modification must be approval by a at
specialist and submitted to the soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed)within 60 days of a title transfer.
Name of Land Owner:,
Signature: /�
i�
Name of Manager (11 different from own~ eer): Date:
Signature:
AWC —Janurary 1, 1997 I Date:
M009(191 nl for

"Technfcal-$PeC'dMt'CertMcation
NCAC s a technical Specialist designated by the North Carolina Soil.and Water Conservation
0005, I certify that the animal Commission pursuant to 15A
management plan that meets or exceeds standards aad�ag�t system for.the farm named.above has.an.animal
specified in 15A NCAC 2H.0217 and the USDA-NawralResources ficzdOns of the Divisio¢of}mvironmeats(Maaagemmt waste
Soil and Water Conservation Co Conservation Service(NRcs).an&or the North Cuolt�
elements arc included in the planCommission to le a NCAC2$.0217.and 1SA NCAC 6F .Ot>01-,0005.
certification (SD, SI, WUP, RC, category dasi�ttatas.a technical The following
I)the technical While each care o specialist who may sd
specialistshoWd only certify parts for which.they aro.tech¢iolly Co n each
lI. Certification of Design
A) Collection. Storaoa --95'eatrn t o
--- "
*e°PProP>ztire box ,
() Exist' facility without retrofit(SD or WUP)
Storage volume is adequate for o
New. ex„a. t.t Petatto capacity, storage capability consistent with waste.utilizatlon 1e9Wtame¢ts.
retneed fend '..(SD)
Aaumal waste storage and treatment structuM, such as but not limited to collection systems,
bees designed to meet or exceed the iainllntrm standards and lagoons and
specifications. ponds,have
Name of Technical Specialist(please Print)
Affiliation: �FAL.- Tu E• „nruu,
Address(Agency) C�v $0Y- 7
59 use �,LC,tfC Zof5e Phone No �, _ -
Signature: -
Date: 8/1IQ.7 14983 s
B)Land ADnlicntion Site n �TPI
The Plan provides for minimum 't'131F:E,.%�Q o
suitable for waste Separation (buffers): adequate �'� nln}
managemen •h e9 amount of land for wash nnj � tfAffwl rop is
4 Ydraulic and nutrient loading rates,
Name of Technical Specialist (please Print):
Affiliation: A ( _ �' e 1�
Address (Agency):
Nt ') Phone No: a � '
Signature.
Date: -7 - erg-
C)Runoff C ntrols f m Ex
terior Lots she oPri' a err
F r witho t ex 'or lots SD or
WUP or RC)
This facility does not contain any exterior lots.
() Facility with exterior lots(RC)
Methods to mini 'r the nm off of Pollutants from lour
with technical standards developed by NRCS. !fig and heavy use areas have been designed in i'n accordance
Name of Technical Specialist(please Print):
Affiliation: e L
Address (Agency):
Signature: Phone No.:
Date: -7
AWC— fan 1. 1997

D) Anoiication and Handling Eaw
riment
C?kzckk roPriate box
C7 until or ezoatidin¢facility Willie istin waste a22UEatio_o ecnt_ i MVU(WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the play at rates not to exceed either the
specified hydraulic or call rat loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance am contained as part of the plan).
() New, expanded orexistlno facility without exist i waste liration antic ent'forswav irrigation (I)
Animal waste application equipment specified in the plan has been designed to accommodate the waste management plan: g° apply waste as necessity to
rates not to exceed either the (proposed application equipment can cover the area required by the Plan at
been established; specified hydraulic or nutrient loading rates: a schedule for timing of applications has
required buffers can be maintained; calibration and adjustment guidance are contained as part of the
per)-
() New a ended or existin facility without existin waste a liption ui mart for land in not
irrigation. (VIUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
Ian).
Name of Technical Specialist (please Print):
e'rn t
Affiliation:
Address(Agency):
Phone No:
Signature: Date:
E) Odor Con I Insect o 1 Mortalit Mara anent and Tm—elven,v Actio Plan�SI tiViJP RCor
The to manag mart plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Ch t, a Mo ' 'ty Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
evaluated r♦ respect to this site and Best Management Practices to Minimize
Odors and Best M
P ices to Con 1 Insects have been selected and included in the waste management plarL Both the Mortality anagement
Mananeement Plan and the EmergencY Action Plan are co lete and can be implemented by this fac li ,
Name of Technical Specialist (Please Print):. 'K
Affiliation:
Address (Agency):
Phone No.:
Signature: C �y
F) Written lice of N or andi Swine a Date, --7
The ollowing si lure block is only to be used for new or expanding swine farms.that
2 June
1 1996. If the acility was built before June21, 1996, when was it constructed or last expanded SI"'y afterI(we)
fy that I(w5)have attempted to contact by certified mail all adjoining Property owners and all property owners
ho own prope located across a public road, street or highway from this new or expanding swine farm. The notice.
was in compliance with the requirements of NCGS 106-805. A co
notified is attached. copy of the notice and a list of ilia property owners
pSignature:
d Owner:
Date:
nager (if different from owner):
Date:
— January 1, 1997
M00202101137

5
TIC. Certification ofinstallation
A)Collection ¢t_nra_e Treatment Installation
N�ded or retmfided facility(sl)
Animal waste storage.and treatment structures such as but not limited to lagoons and ponds,love
accordance with the approved plan to meet or exceed the minimu been installed in
m standards and specifications.
For existing fadlities without retrofits,no certification is necessary.
Name of Technical Speciaiiyt (Please print):
Affiliation: tm>?1 P �mtiutt
1 1%�o`oN O�gOli�•,��
Address(Agency): pv go�, 76q e 141LL )IC. zefsB Phone 14o.�9/d?
Signature:
Date: 47 14986
B)_Land Annlication Site(WUp) ✓ 1'RINEF.a�Q�
7The
eck appropriate box ^,��'ii, AL N�
tttttm�K cropping system is in place on all land as specified in the animal waste management plan
() Conditional Approval: all required land as specified in the plan is cleared for planting, the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to establish ed the
vegetation as specified in the plan by month/da / ear .theproposed cover cro is a
compliance with the waste plan. ( Y Y ) P appropriate for
utiliEation plan.
() Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print): fQ t
Affiliation: -
�•`sr
Address(Agency): ,S o ` P one No.:
�c�B zll t
Signature: t
This folio Signature lock is only to be used when the box for conditional approval in IILB above has been checked.
I(we) certi that I (we) ve committed to establish the cropping system as specified in my(our)waste utilization plan, and if
approprm to establish th interim crop for erosion control, and will submit to DEM a verification of completion from a
Techni Specialist within 15 calendar days following the date specified in the conditional certification I(we)
failure submit this verification is a violation of the waste realize that
from DEM. management plan and will subject me(uO) to an enforcement action
Name of Land Owner:
Signature:
Date:
Name of Manger (if different from owner):
Signature. Date:
M00202101138 '
AWC — January 1, 1997
4

Q Runpfr Controls from Exterior Lots(RQ
Facility with exterior lots
Methods to minioliZO the nm off of pollutants from lounging and heavy use.areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handlirir Eau meat Installation (WUP orl)
Check the appropriate block
(ty Animal waste application and handling equipment specified in the plan is on site and ready foruse; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified in the plan has not been installed but the ownerhas
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration andadjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/daylyear); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as Eart of the plan.
Name of Technical Specialist (Please Print}: �S e ,J p e-e-
vA r
Affiliation: ry
S
Address(Agency):p ,� 2gPho e No.:
Signature: : —7 ! S� —C�
The following s lure bl is o y to used when the bo tional approval in III D above has been checked.
I(we)certify that (we)have mmitted to purchase the animal waste application and handling equipment as specified in my
(our)waste ement plan a3dwill submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calen days followng the date specified in the conditional certification. I(we)realize that failure to submit this
verification is violation of the waste management plan and will subject me(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner)-
Signature:
Signature: Date:
E) Odor Control, Insect Control and Mortality Management (SD SI WUP RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the plan has also been installed and is operational.
Name of Technical Speg59
`
c-5 Pi
Affiliation:
Address (Agency) ({.oPhone No.:
Signature: Date:
AWC — J , 1, 1997

PIease.-return;the,completed-form.,to:the�ivision dUnvironmental'1C?anagement
.at tthe.followingaddress:
Department orEnvironmmt,Health,and Natural.Resources
Division:of.Environmental Management
Water Quality Section,Compliance Group
F.O_BOX29535
Raleigh,NC =C264MS
Pleamalso remember to submita copy-ofthis form.alongwiththe mmpleterAnimal Waste Management r1an to the
local SOH-and Water Conservation District Office.and to,keep.a copy is your files witlr your-Animal Waste Management
Plan:
M00202101140
AWC- — January 1, 199rT 6

PRODUCER: Johnny Boone
LOCATION: 663 W. Charity R.d
Rose Hill, NC 28458
TELEPHONE: [phone]
TYPE OPERATION: Feeder- Finish
NUMBER OF ANIMALS: 1200
(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
2H.0217 adopted by the Environmental Management Commission.
Pagel

Amount of Waste Produced Per Year(gallons ft tons etc.)
1,200 animals X 1_9 (tons)waste/animal/year= 2,280 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,200 animals X 2_3 lbs. PAN/animal/year= 2,760 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1970 5 GoA Bermuda G) 275 2.641 726 March -Sept.
T1970 4 GoA Bermuda(G) 275 2.94 808.5 March -Sept.
T1970 3 GoA Bermuda G 275 3.23 888.25 March -Sept.
All NA Smalll Grain 50 8.81 440.5 Sept. -April
*see pg. 10 for additional field informati
Total 8.81 2,863.25
*This N is 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 vield expectation
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 some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

I
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 8.81122,863Table 2 11.57Total 20.38Amount of N Produced Surplus or Deficit
NOTE: 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. - Rate In/Hr) Amount In.
1,2,3 GoA JBermuda 0.5 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Field 3 has 22 sprinkler heads on app. 80'x8O'spacing.
Page 4

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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

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 animal waste should also be considered.
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 suitaple 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.
r
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
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
manner that courses 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.
Page 6

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 implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5)years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Johnny Boone Farm
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. 1 (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 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 DEM upon request.
Name of Facility Owner: Johnny Boone
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signature: D te:
Page 8

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased,etc.)
I, hereby give
permission to apply animal waste from his Waste Utilization System on 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.
Adjacent Landowner: Date:
Waste Producer: Date:
Technical Representative: Date:
SWCD Representative: Date:
Term of Agreement: 19 to 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
1962 1 NoA Corn 118 1.9 228.92 Feb15-Jul
1962 1 NoA Wheat 144 1.9 279.36 Sept-April
1962 1 NoA Soybeans 120 1.9 232.8 June-Sept.
1962 2 NoA Corn 118 2.2 254.88 Feb15-Jul
1962 2 NoA Wheat 144 2.2 311.04 Sept-A ril
1962 2 NoA Soybeans 120 2.2 259.2 June -Sept.
1962 3 NoA Corn 118 1.2 143.96 Feb15-Jul
1962 3 NoA Wheat 1441 1.2 175.68 Sept-April
1962 3 NoA Soybeans 1201 1.2 146.4 June-Sept.
1962 4 lNoA ICorn 118 1.7 202.96 Feb15-Jul
1962 4 INoA Wheat 144 1.7 247.68 Sept-April
1962 4 NoA Soybeans 120 1.7 206.4 June -Sept.
1962 5 NoA Corn 118 3.4 400.02 Feb15-Jul
1962 5 NoA Wheat 144 3.4 488.16 Sept-April
1962 5 NoA Soybeans 120 3.4 406.8 June-Sept.
1962 6 NoA Corn 118 2.1 252.52 Feb15-Jul
1962 6 NoA Wheat 144 2.1 308.16 Sept-April
1962 6 NoA Soybeans 120 2.1 256.8 June -Sept.
4801.74 `two year sum
TOTAL 11.6 2,401
Page 10

_Tey,�cKr�-
JOB\n ��dvu�� 1 ctrYh
n� �����c v� col l-13 c—^T � -eczr
Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management'. This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 lbs./ac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two-month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
7,# /DD41- hAy
All other requirements of the JuTy 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
•
These management requirements shall also apply to overseeded winter small grain.
��CCE_ S— Du0tv-\- ��c�lrr\ C�ocevttt� �7
Nov 16, 2017

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Johnny Boone County: Duplin
Address: 663 W. Charity Rd.
Rose Hill, NC 28458 Date: 6/19/2006
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
1 1.04 No <5 Row Crops 0.4 .5-1
2 2.16 No <5 Row Crops 0.4 .5-1
3 1.22 No <5 Row Crops 0.4 .5-1
4 1.72 No <5 Row Crops 0.4 .5-1
5 3.39 No <5 Row Crops 0.4 .5-1
6 2.14 No <5 Row Crops 0.4 .5-1

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3"Travellers
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun psi at reel(psi) Pattern Comments-Acres per pull
1 3.51 0.62 168 421 300 1.08 60 95 220 1.94
2 2.92 0.45 217 289 300 1.08 60 95 330 2.16
3 3.51 0.62 120 292 300 1.08 60 95 220 1.22
4 3.51 0.62 168 334 300 1.08 60 95 220 1.72
5 3.51 0.62 217 567 300 1.08 60 95 220 3.39
6 2.92 0.45 145 426 300 1.08 60 95 330 2.14
12.57

i
Sheet4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irri ation Gun Irrigation
Flow Rate of Sprinkler g m) 182
Operating Pressure at Pump (psi) 119.1
Design Precipitation Rate in/hr 0.38
Hose Length (feet) 950 XXXXXXXX
ly2e of Speed Compensation Mechanical XXXXXXXX
Pump Type PTO, Engine, Electric) Engine
Pump Power Requirement t 23.0
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq. ft.)
90 degree bend 2.82
Dead End 2
Tee 1.40
Gate Valve 2
45 degree bend 1.52
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy- Brown
Address: P.O. Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs: �6
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4, Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system design is intended to incorporate the fields shown as'new'fields to this land
application system. Producer will use a 3" Hardhose traveller w/950'of hose to accomplish
the pulls shown. Any pump capable of producing the head and GPM required for this system
may be used.
Since this is a new field, SB515 setbacks apply. They include:
50'from Property lines
200'from dwelling not owned by the producer
75' public ROW

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 270 feet *90% of manufacturer's charts
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 189 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 74 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.38 in/hr
300 degree arc= 0.45 in/hr
220 degree arc = 0.62 in/hr
180 degree arc= 0.76 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 2.92 ft/min
220 degree arc = 3.51 ft/min
180 degree arc = 5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.64 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 6
Total distance: 2150 feet
Friction Loss is figured using HazenNilliam's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 37.6 feet or 16.3 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 0 psi
Mainline loss: 16.3 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.7 psi
TOTAL(TDH) = 119.1 psi or 275.2 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 23.0 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 2400 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.0 ft2
90 degree elbow: 2.8 f12
Tee: 1.4 f12
45 degree elbow: 1.5 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 119.1 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21.7
NPSHR: 6 *from pump curve
IfNPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 158 421 0.25 0.165 1.94
2 217 289 0.39 0.33 2.16
3 120 292 0.25 0.165 1.22
4 168 334 0.27 0.165 1.72
5 217 567 0.4 0.165 3.39
6 145 426 0.39 0.33 2.14

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FRCM SaSSer,Repair Sei,.:ice FAX N0. : 2094182 Sp_p. 10 2001 01:13PM P1
Wettable Acres Determination Certification
Name of Facility:—_
Owner(s) Name: Hell
nell as e alrn _ FacilityNurnbcr:�_•
R,t' �q
l� _ Phone No:
Mailing Addre ss:_�Sa ��(\�g S.F,prt � �
Wes—
Ely signing this form,the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Detenminalion, The facility's Waste
Utilization Plan has been amended-as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Deterinmation Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site wit CertiSed
Animal Waste Management Plan. Any tbture modifications must be approved It th a technical
h e
specialist and filed with the Soil and Water Conservation District prior to implementaton. If any
Tnoduitely s-le the oxiswaste manien sy of any-new_iiTi9"444n.�N ut-wtrs-inquired.to
adequately address the waste management needs of this facility, an irrigation Specialist or
Professional Engineer has certified the design and instatWion.below.
Owner Name:_ t\�t!_
Owner Signature:
--Date;q-
Technical Specialist Name: ,� ✓1pe�i'
Technical Specialist Signature:` -
Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign belovv:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application equipment-bas been installed according to MRCS Standards and is ready for use.
irrigation Specialist/PE Name:
Irrigation SpecialisbPE Signature;
Submit this form to: _
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WA DC-7/99

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i
Grower: BURNELL SASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet 1 of 7
FARM INFORMATION
ANAEROBIC WASTE LAGOON DESIGN
Farm Population:
Nursery: --------------
Finishing: ------------------- 1200 Hd.
Farrow toweanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr. / 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ---=----- - ————————— 7,p In.
Additional Water Usage: ——————————————————— 0
Additional Drainage Area ———————————————————
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ——————————N
Does Operator Want Emergency Spillway? (YIN) ——————————N
Is This Design for an Existing Farm? (Y/N) ----------Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ——————————N
Seasonal High Water Table Elev: ——————————————————— 94.00 Ft.
Freeboard: ——————————————————— 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm /Spillway Buffer: Not Applicable
Side Slopes: ——————————————————— 3 :1 (H:V)
Inside Top Length: ——————————————————— 235.0 Ft.
Inside Top Width: ——————————————————— 176.0 Ft.
Top of Dike Elevation: ——————————————————— 101.60 Ft,
Finished Bottom Elevation: ——————————————————— - 91.40 Ft.
Start Pump Elevation: ——————————————————— 99.80 Ft.
Stop Pump Elevation: —————————————————— 97.70 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 25850 (Cu.Ft.) 30,490 (Cu.Ft.) 117.95%
Temporary = 63688 (Cu.Ft.) 72,709 (Cu.Ft.) 114.16%
Permanent = 162000 (Cu.Ft.) 163,327 (Cu.Ft.) 100 82%
Total Volume = 251,538 (Cu.Ft.) 266,526 (Cu.Ft.) 105.96%
Min. Required Liner Thickness — —————————————————— 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ——————————————————— 41,360S.F.
M00801200405
Murphy Family Farms Engineering P.O. Box759, Rose Hill NC 28458 [phone]

Grower: BURNELL SASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (Ff.) Area L�SF
Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
91.40 19,952
92.00 21,004 12,287 12,287
93.00 22,815 21,910 34,196
94.00 24,698 23,756 57,953
95.00 26,653 25,675 83,628
96.00 28,679 27,666 111,294
97.00 30,778 29,729 141,023
98.00 32,949 31,664 172,886
99.00 35,192 34,070 206,957
100.00 37,507 36,349 248,306
101.00 39,893 38,700 28ZO06
101.60 41,360 24,376 306,382
These volumes were calculated using the vertical average end area method.
TOTAL READ VOLUME: 251,538 CF CUMULATIVE VOL. ZONE VOL 1o5.96%
END PUMP 163,327 CF TR'MT 163,327 100.82%
START PUMP = _ _ > 99.80 FT 236,036 CF TEMP 72,709 114.16%
MAX STORAGE _ _ > 100.60 FT 266,526 CF STORM 30,490 117.95%Murphy Family Farms Engineering P.O. Box 759, Rose N///Nc 28458 lo+n, onq_of i i
M00801200406

Grower: BURNELL SASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet.3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal TviDe Ca aci * ALW * cu.ft. Ib = Total
urse 0 30 1.00 0
Finishing 1,200 135 1.00 162,000
Farrow to wean ling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required TreatmentV01ume (cu. ft.)= 162,000
Sludge Stora a Volume: -
Animal Type Ca aci * A * cu.ft. I = T.ota
Nursery 0.00 0
Finishing 1,200 135 0.00 0
Farrow to weanlin 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Vol ume•
Manure Production:
JAnimal vpe a aci to, erio a s a = ota
Nursery 0 180 0.30 0
Finishing 1,200 180 1.37 295,920
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(gals.)= 295,920
Total Manure Production(cu.ft.)= 39,561
Excess Fresh Water:
al-Type Ca aci * Sto. Period * als Hd. da = Total
Nurser 0 180 0.00-0
Finishing 1,200 180 0.00 0
Farrow to weanling 0 180 0.00 0
Farrow to feeder 0 180 • 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]
M00801200407

Grower: BURNELL SASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol,= (41360 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 24,127
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 121n./ft.
Vol.= (41360 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 25,850
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in)Y 12in./ft.
Vol.= (41360 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for 'Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 25,650 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 63,688 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 162,000 (CU.FT)
TOTAL REQUIREDVOLUME = 251538 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 284M [phone]
M00801200408

i
grower: BURNELL SASSER Address: 852 BRICE'S STORE RD Designed By: JWRChecked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation - __-_______ 101.60 FT.
Emergency Spillway Crest Elevation---------_-_ Not Applicable
Top of 25 yr/24 hrStorm Storage ___________________ 100.60 FT.Top of "Heavy Rain" Storage --________
_-----tart Pump Elevation ___________________ Not Applicable
99.60 FT.
End Pump Elevation ________ _______
Top of Sludge Storage ____-___ --- 97.70 FT.
--------Seasonal High Watertable Elev. ---_____---------__ NotApplicabie
Finished Bottom Elevation
----------'-----
Inside Top Length -------------
91.40 FT.
---
-.94.00 FT.
Inside Top Width ___________________ 285.00 FT.
Side Slopes ------------------- 176.00 FT.
Lagoon Surface Area ___ 3:1 H:V
------ 41,360 SF
Min. Liner Thickness (if required) ----
Freeboard Depth -------------------
- 1.5 FT.
Temporary Storage Period 1.00 FT.
--------------�---- 180 Days
TOTAL DESIGN VOLUME = 266526 (CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ------_-_-_
Temporary Storage Zone Depth 2.3 FT.
Freeboard / Storm Storage Zone Depth -------- .1 FT.
Total-Lagoon Depth 1.8 FT.
----------- 10.2 FF.
M00801200409
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
(910)289-211 It

Grower: BURNELLSASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPUN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 101.60
/ \ TOP OF STORM ELEV = 100.60 / 1
STRT PMP EL.= 99.80 \ TOP OF TEMP STORAGE ELEV = 99.80 /
1 /
END PMP EL. = 97.70 \ TOP OF TREAT ELEV = 97.70 / SHWT = 94.00
1 /
FINISHED BOTTOM ELEV = 91.40
' M00801200410
Murphy Family Farms Engineering P.O.Box 759,Rose Hid NC 28458 [phone]

Grower: BURNELL SASSER Designed By: JWR
Address: 852 BRICE'S STORE RD Checked By: JNT
ROSE HILL, NC 28458 Date: 01/16/97
County: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
CggO�i,,
DESIGNED:
DATE: // zo�q� _ 't 14985
i
F
COMMENTS: .
M00801200411
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 01/16/97
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year/ 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle;but
this storage volume must always be available.
A staff gauge must be installed in.the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
M00801200412
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2f f f

GROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 01/16/97
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 99.80 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 97.70. This temporary storage, less 25 year /24 hour storm,
contains 72709 cubic feet or 543861 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation. -
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights—of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
M00801200413
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

I
it
GROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 01/16/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After str►pping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfll shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod', roots;frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED,
Murphy Family Farms Engineering A0, Box759, Rose Hill NC 28458 [phone]
M00801200414

GROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 01/16/97
COUNTY: , DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilied as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in—situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
M00801200415
Murphy Family Farms Engineering P.O. Box759, Rose Hill NC 28458 [phone]

GROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 01/16/97
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced.by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding, Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1 :1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tide drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-211 i
M00801200416

ROWER: BURNELL SASSER DESIGNED BY: JWR
ADDRESS: 852 BRICE'S STORE RD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 11/06/96
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1) --
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]
M00801200417

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

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

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

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

• proper lagoon sizing,
• 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.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, 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.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) Io- 2q -fiats
EMERGENCY MANAGEMENT SERVICES (EMS) _�-\ Le O
SOIL AND WATER CONSERVATION DISTRICT (SWCD) ct t5- Aq L,At-1-0
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) Ct tG - ,aq to-a10-e
COOPERATIVE EXTENSION SERVICE (CES) 9t0 - 9-9tp- a14"3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

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

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) 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.
� %U6�-u-
( andowner 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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetative or wooded buffers:
(,')Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (✓)Slotted floors;
floors (v)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor 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
Lift 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 ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (v)Irrigate on dry days with little or no wind
nozzles Wind draft (v)Minimum recommended operation pressure
(V)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 level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )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 (V)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 Treatment: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 Management Practices have been reviewed
with me.
( ndowner Signature)
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.
LJ O Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
LJ 13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
® ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Q a Any method which, in the professional opinioneof 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 guidanre.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 - PS - v _
Signature of Farm Owner/Manager Date
Signature of Technical Specialises Date