820250_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 State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and crake any necessary corrections below.
Application atust be signed and dated by the Pernrittee.
1.
Farm Number: 82-0250
Certificate Of Coverage Number:
AWS820250
2.
Facility Name: Arran Nursery #1&2
3.
Landowners Name (same as on the Waste Management Plan):
James G Harrell
4.
Landowner's Mailing Address: 8461 Tomahawk Hwy
City: Harrells State:
NC
Zip: 28444
Telephone Number: 9to-532-4094 Ext. E-mail:
I hg orccllnaemail.com
S.
Facility's Physical Address: 8321 Tomahawk Hwy
City: Harrells State:
NC
Zip: 28444
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
James G Harrell
g,
Farm Manager's telephone number (include area code):
910-596-8567 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphy -Brown LLC
10.
Operator Name (OIC): Charles H. Murphy
Phone No.: 910-532-4533
OIC #: 18412
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit Operations Type
Allowable Count
Swine - Wean to Feeder
5,200
Operation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Odtcr
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.)
Structure
Name
Estimated
Dale
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Squire Feet)
Design Freeboard
"Redline'
(Inches)
1
C'
J1
19.50
2
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), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
I. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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 are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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: e" G Title:
Signature: ' / rat ir�(�K Date: 2e / r
Name Title:
Signature:
Name:
Signature:
Date:
Title:
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

Producer: %�a ro., MIA er e5 �4-
oca:on: �� I lox a—► \ /
Telephone:;;v�
D? e
Operation: 0C
2 1-=+ber or Anim?ls: 5 0 J
(_es:g_- C_ acig;)
1 ^ e wasie �i om your ML=:Lll *3• Fav irru e e.i
ii,-i b I3?1d aDpll,.� tip a sueCin"ed:`c:e t0 7re<;eai
D O__�OIl Of SuriCe and/or .ounawaren •Theo• ♦--= • 1`Ttt nLents In Life �a^'I War! 30uld
p e _;ea to reduce tie '�CLt or COmmerclal re-7cEizer required for the C70US L7 et ;or,rc,
were tye waste is to be a- •tpc_ee� iris wale u—�tiiao,= pL3 uses ��,
aste s oL,-ic be �^2ed
` before eac�� app I?CaT4on Cycle. A�m+�i s0 i'�r
e co zeZ; + �e
S uTLL.- CO __-�� T
p1ZL nuT�e^LS c` be ?; c
to be �- z= ed for re�c .i:' ofe
_ OCvii.
-cLors are ill or:=t "� i=lemen*±,g 70Li' WF -e =T;�i.T
theVc!c= tTOII D�
' a se waste and to es,_ e that it is applied
;en:�1y Sze u_er. Always apply wale based on the need.; of :Ca :o be
or tYe waste. Do not app j more nisoS!z == `_ :op
Cam- ♦-�• Sol, Cip eS 2-e = Qlcant as they have OiE`eOe z aErranon rat-'s. !_gC:�_
oLe cation^acacices and available water
ii not be aDD r0` Q sec _ oIeing canacdes. `io:—wry
'I'.i lahh er0dm_
_ tons per ace Ct: 'ie
�r tic precautions wa --v V •
r S,- be applied to Land eror*' Z at np t0 10 tors Be;
,' ea_. DO nor apply LVdSe OII SarlraLed soils, wy.e= it is ra.:= g, or wneu t=e r,: _C_" S
OZe^.. Either OL these COIIC%OnS may reS,llt in r-LMOm LO S.ta3ce watersw f+Ca S'or
21I0'w e- i:,0.er DELL rem,_' :pis• W_
and coniri d_ons saotc also be considered to avoid drug
z=d co•: rewind odor probie`s. To maxi—>;ze t1le value ofn_*^ears for moo arod_cdon
a p e0 reduce the oat -r_';I Forp011ution, the waste should be applied t0 a L— * OD Or
zp?wed to bare _round not Lore than 30 days prior top =^v- �je ; r;_ ...-_,
�' w= 1 can se a nc�;� ; _ tz ^�,_ or
d reduce odor probte
1 % e -S-- -'reel acres neeCeC t0 ap Olv the an;, I W2s is ♦ � based on typical nl,: - rOr :-•c 7;-pe OI faCrllt?;. a�; e_ce re�uiremants fao,2Id be based OII the was,--
re_ o- O� your warwas,--rz=az,. ;_eat faclity. :ached ; cc will `ad For�-_oa oe prose_ siiao ter igees, cr�,•a_ratio mad r II ranszer or waste sasples to tie Iab For
ins vase e 1i `c oe ph-n. Yc�---red our, meets tce rec
C e— ru for coapli_ce c—s liA
= C = .0217 adoptzd by he Eavirot xa tire! I�tanage.-mot Commission.
M00202081624

r.-:clnt ofWayte Accuczd per Year(oallons fI, tons. etc. )
a o animals X� � waseranil�a]/year = a I8`I Toy/S
(a� wasJye—,<.
A- O=r of Plant Av-aiable Nm=ogen (PAN) Produced Pe: Year
5aUD a ,�,�r� X,yBfbs. P3�l vyear =�y9% Ibs- P? /
C-z: de Sui 633) year. (PYa_
J'omy. C. Tec$-
A ppiy3o the above a= mt of waste is a bi.,job. You would plan tbn a=d a_ve appropriate equipment to a=Iy the waste in a timely a,=�+ner
T-he =oliowing acreage '�'7 be needed for Erase avuiicamton based on the czop to be :own
a=d s�-mace application
ACRES OWN .D BY P RODLiCER
-a = Field col
Crop L'os. 'LT< ores Lbs. `i
*- —
1 l : t rr from arZ=1 ware or! • Ifnlrr.-ert
from cr, ersocvcs suc4 cs car_^
'r are anpli d :hev r s be accourte3 or. N mus e r, •,ra
f be based on r..a.sric c•
NO i e r Tee coo! c=or it r_rored that P and rrcy be over ©plied while m_ =-� c4e N rea_irer.=ram' Be3rrnirgin1996:htCoes:¢!ZOlSG1�G�G�7CJT.Gr1ACwt!!fCt1'1LCJG-�;r
sorry e_,:e. n co"mieS ofivorJ: Cc olinc to have c nurr er_' n-rr.43emer.! plan tl..•c:
c!! r.--- ers T"'S plan only cd&eysu IVLroger_ ,
M00202081625

Table Z: ACRES WITH AGP EF-N, =N . OR LONG IER'yf i"?SE
(• z =eat with z�iac:.ac lancow�er au: tr a.�ahed)
(R--quired only if aper2zor does roc own
ad-maate land [sea Recu`:ed Sce�r�on 21)
Trae: _ Field Sou Crop Lbs. Ni ACrec The V lx _ _r
Saz ��ccrrctz far l�:c!z 1.
Totals a� o*T.1 above Tables
Acres Lbs. ti
Table I )1.7 -1 15 b (o
Table 2
Total q,�7 y50Co
Aaotyt ofN Produced y q
S=h:s or Deficit I a n i n I
_NOS_ Tne Mute ufiazzcon Plan Irmst.contcln prow siors forperadic lc:d
I r lip- r_'on of sludge at agronomic rates T'rse sludge will be nurrent r.-a% ea_ writ
require precautionc / n e'rs to Prevent over cnpl:e :or.-of'nutrf rs orotF.=
e.-tc
M00202081626
3

Sze areched map sho-Nitt, the fizlds to be used for rr': e uri!!Zatien of,,, warms
Application or -Waste by L=,Zl , n
Feld Soil Type Crop AmDHcarion. �1
%V Azurcadon
—5--'3'S"m+�'�_'^:=S YOT 3LiG _T_�3Y=�_C_Z-O:i.=OlfY�.4 �G•_
-
Y0u= ,Try l$ deq^ea :pr!�FU days OS te.u., Or=v scot- e and the te.TP.,O ��i-cam
—�. be removed on the ay. - e, of one /e_y (, ti203v-IFS. Lao _s`ce _�culd
o_t,e OIW25C. OeII- S�Or.2 IDyOUr ur2CvIT�irevaIIOIl
Cam' a ?oea! NarVr-� R=soLces Conservation Se:v:ca &"07-;Wery Soil Ccr_rer,•c-- an
Se: ,-: ca) or Soil and i4z:er Cone varion Dis�:a or`ce a_.er you receive =�e ..=e
c_a:"r•S.S rep or, for aSSi._ce .a deter ^+u.IIl,mc Le a.u.011^_= er ace to appC: =a `�: �r�Dea
aPp t"a ca=orate prior to =�piy± the Wale.
M00202081627

R= QL ED SPECU7—ICr_T ONS
� . : ^;-'� wise sazld cot teach ss.�ace waters of �e sate by runo,i e-=;-,`-t_de conveyances, dirr_z aepLca on, or direct dischar-ge during ope:atioz ori_:d
zppiicadon A_y arc =-_a o£wzse which reachles --sate water is
2- There miss be doc en_dOn in the desiZa. folder that the producer owes or has
an a�eement for use of adequate land on which to properly apply the w� e. U the
producer does not own adequate land to prop eriv
provide a co of an awe' P P dis p ose of waste, htlsL- jhI
PY met with a landowner who is with a reasonable
Prouty, allowaz ' ' , _er the use Of the Iaad for waste avplicador_ its Le
resoonsro=ry of tie ow*- of the raciiry t0 secare an imdate of the Was e U an
Its= when there is a c az_e in the operation, screase is the nurn era = t<
=e•_'L,od ofu "'»t:qn.. oravaii'oleland
3. Am=al waste sLn_L,t n- i_,ed to inee' r but not exceed he niz o_'� _ c; „sz;c
,.too 4zelds OaseC Gn iJt! -.v.^.. a4 T -t ,ra --
_ 'alable moisit1- _. -z 1 o t-__ .• .
—d le - el OI ^annex OIICa- daL.., Cl__C cozc==.ons,
less tiler-- are re<^T.�_
ons -at term Le._.e of
a_ _ OIl IOr GL=e.
vast' a ail ..
-'Z- �� cru___ LO land er0 T i� less L:c�� tOIIs Der act
W c �- L'Tn-y be aDDLJQ CJd i1aL i5 erO d.1_? at Or =ore toIIs, but ?0 LOnS
•,'- acre per yea' -'JtOb:^`_^ �aSs rY'LeI• stz:�ps ar.9 -,r 1;
(z-_ =OTGStad=_ -- .gc whereruno= =rs_._eld
_ - tut..r Strio).
Odors can be duc • re d
_d» ecMe the wale or�,er wale as_
see d not be apoiied �'-e _ a_cn Waste
Utz u.. is danger or - L c
_ ��_ -o,.,_ he ir.�_a�on _.._
6. amimnl wasze iZ t0 be aovlled On acres s-L e^ t0 IlOOdm4, IC wL J.' son
-CO.. crated OnCOIlS'eC :op allvtilled crovl2nd_ Wce:: ao-oliedto cofse:':atOn01-d
c.-0ps or gxassland Le'.:ase may be broadcast provided the anplicaeondJesnot
occ,.r during a season stone to ioodae. (See "W'ea_-e•: and C1im`te h Yo-
Caroiaa" for m idence.)
%. 1_iGL"d T:JdSe shaL be aCOLed at rates not to exceed - ^e sJ111II..1�,aC0_ "_? SAC^� t• i
r-=_O ff does not OC.^•,_ O ,e or to s'S£2ce waters and a a method whir_ does not
cause dzi t @om the sat c"7=-z application. No pcad=s shouldu h ocsorde:to
coat: ol.odor or Ries. -
8 - Se s7 11 SGt v a-JLL'e,4 --
s--= is a - to sar _led soils, d?L'-^z r *, eV2 =. Cr .:L the
.=ce uoze . --
M00202081628
5

R=QULRED SPECLFICaTIONS
(ccccnced)
9. Awaste shalt be appL'ed on acLveiv =ow= s moons in such a -e: '_t the
crop is nor cove:!_' i was! to a depth that would nr;oit ow•-'
°' o T__,OE-rialibr
salt damage from ==,l waste should also be consd-- e`
10. Waste autriehts sLj nor be applied in. fall or winter for spring olaated coos on wis
eh a high pore==`i or lezchm�. Waste mum -eat loading rates oa L^.s.- sos should
be Geld to a mi++; - ,_d a suitable wmier cover crop planted to taYe en vet
-=rieats. Was: _ an nor be applied lied more than 30 da P vs prior to plant=; or me cop
.-Cr forages brew: do •»ef,
11. _Ly hew shrine ��c=*>�;1.1d on or after O�ober 7 Too - ..
shaII comply
_oIlow ug: Tae ours: e.--erer of the 1�d area onto w zich wale s aep_== iom a
izZOOn that is a coy:,oneat of a sNiae f2.� .at be at least 50 : fro_ ; d�t1
rope^/ bonndar; _- =om any uere-m-nia1 s=es,. or f er (other tb.a
L=:i Or Chu°� e Other than sw�e Wz�z �OL"� f�°C1�.IC!$ �i:10 CC Jr �:lr
Oeooer 1, 199.).. _=_t rot be applied close: ta_ _ : to roer!-zE wace-
Sic a- 393
was! sSa==orb: aoo_ed closer t an 100 f: to west.
13. =— -I I wasz shah r be atgLed closer t200 =__= ofdwePdV_s oel: -_ _osa
1 ti'i ase Shall DE aD0 _' = a ": not t0 ream OzHe: prope.rry and-=:-Jf-
I =rah wale shall be discharged into su::ace wzt_:s, draIIlaPewaVS, or ' t4�CiS
b z d=scaazg! or by over-;oravias, mir z 1 waste ==v be applied to prior c-armed
We?ands provided C!v 3ao•e been approved as a >d zpplicatioa s ! by a "rye caI
'' shall not be applied on sassed wateways hat �c se
=- Yy into water coos, and on on4er sassed w•arerNays, waste shy be ._pee' at
2= OIIOZa1C tares in ? =1 :7e. tbac causes no i-Lino' a dr- om ib! re.
16. Dc essc and induce i was! from waShdovu cames, showers, toae-,"etc
hoc be dschar_e'ym the'+nmn l W2Se i
_ ,
M00202081629

R_=QUAD SPEC=C_�T ONS
(continued)
I3. Ea n' t 1 prodncdoe :t �he facuty is to be suso=ded or ternmate tat ova= u
resoons ole for obz 1,
and imnlem�ting a �Ios.�Te plan which w��-:...=se tfie
p ossciury of an lulu- dLcharge, pollution and erosion
I9. �'v ase handliLg ,uu^-es PiDia Ptu2Ps, reels, eic., should be insu ed ca a eeaoLC
bass to preveai bre sdown s leas, and spEls. A reg a-I-x mamt „ce c; :mouldbeSeot on s::.e.
2Q• d al wale can be n_ced is a rotation that sc;•udes vegetables and OC=cmusfor
e^ human cor-7'2=.,a P However, if 2riTna i was-,e is used on crows for e=ec
cons,:=r oa Should 1-, _ only be applied prey with no fiercer _o. --pas of
W3Se dL' L `: ^OD 52350n.
21. 47S01e ==ken be mscp_aie.^_ t0 ITS Le Lop and
bozos e. c _c=s or me
=ems orarr sorase (- — ;a voI — —
��--�all';vaS.e �—entlazOonS. '- z cue
0 e A i0 mj�:r �e 1Q1SQ L. _ _ _ . ,
r ' eveIbet-weer e��ers. Ate_ ce
'ed t0 i+..3' r1e _C s'Orage volu=e for waSe storage Don_.
22. Was--- shall be resod r-,. 69 days OfL*-"Ez=don z=d sou Shan be te,
at cr0D 5--es R__.e waste prodizcrs are aL �Le.^_
Lc and copper levels in the so.,,s saaIl be so=hie_=d�
a_e-a&e crop yes __ be used was : these . _e: a_ proaca excas_ •e tire's. gH
-z? be zdjused for Our --crop produe oa and
�-a� �S.S LeCOr^S 5.1�I ee t for Eve ve3.Ts. Po . .— dzv waSe aDDlicicC_ C::OrGS
_L be main Ted for _ee (3) years. _' ,_ Waste zp�iica=on records for .,__ :vase
_t b e mainrai ied for ire (5) years.
aniL- lI RL be c—posed of III a ' =.T e: that lee S NOIL1 CarDLa to ^L10IS
M00202081630

WASTE IJiII.IZATIOiV PLA_--7 AGREEiNSIN 1
Oivr2r/_�cnq; er ao eeme; �
I (w"e) understand and rE folbw and i=lemear the sa ecincation aad the open nn and
* zi==ance proc^dmes mab •lined is the approved
aninaj waste tmiigean Or the
ia1, fo
named above. I (we)'`ow that any eavan_�on to the exismf the
� desa c�ac �y the'
4 eatment and sore sys or construction ofnew fa
vim= GI�eS wilZr�e2new
c__ : cation to be mb=i= ed ro the Division or rnviro=ent Management (D L) before
the _ew animals are socsed I (we) also imd—e- sand thnr there roust be no dam: of
waste from this s;—.e" to space wasters of the s..ate from a son e% , Imo;
se : re t; a>, the 2-5-,vest--, 2
_ou_ ,,-om The approved -oLm wry be fled on _e at •tee
_= office and ate o=ce of the local Sou and Warr Conservation Ihsc. _d wL be
==bie for review by BZ. f „pon r-aves.
,1e�e O_taC OCvIle� C�0.�'2 S AA
Date:
ti a=e of l4anase �7f d =e.--: -om owner):
S_
Dare:
Na `e O_f Technical S"CaliS� (?!z se prir.) Kra, q V ,e I e_r ` -2
Daze: P, i
M00202081631

ol
" y .
I Ll
M00202081632

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hardhose Traveller w/ Nelson 150 gun
Field No.
Travel
Application
TRAVEL LANE
Wetted
Nozzle
Operating
Operating
and
Speed
Rate
Effective Effective
Diameter
Diameter
Pressure
Pressure Arc
Hydrant No.
(ft/min)
(in/hr.)
Width(ft.) Length(ft)
(feet)
(Inches)
at Gun(psi)
at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
225
66
Operating Pressure at Pump (psi)
134.0
40 gun
Design Precipitation Rate (in/hr)
0.34
0.32
Hose Length (feet)
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Electric
Pump Power Requirement (hp)
35.2
10
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.23
Dead End
3
Tee
2.10
Gate Valve
3
45 degree bend
2.28
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek, CID
Company: Murphy Family Farms
Address: PO Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed inigabon 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 inrigation 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 25' 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 design is for an existing, big gun solid set system, utilizing a Nelson 100 gun, and a new dry
hydrant system utilizing a 3" hardhose traveller w/ a Nelson 150 gun. For the existing system the
acreage is figured based on wetted acres, as outlined by Dr. Evans' wetted acres tables. The new
system's acreage is figured on effective wetted acres. The solid set portion is powered by an 10
horsepower electric motor and a Berkeley B1.5QBM. The dry hydrantf reel system will be powered
a Diesel pumping unit.

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Neison iuu
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Diameter Along Between Rate Diameter Pressure Time
Hydrant # Field # (feet) Pinelines Pinelines !in/hr) (inrhhosl nt ri in(nci at i-ivrirnnt(hr 1 RnmmcnTe_Arroe nor �nnc
1
9A
200
140
140
0.32
0.6
40
2.3
0.340
2
9A
200
140
140
0.32
0.6
40
2.3
0.518
3
9A
200
140
140
0.32
0.6
40
2.3
0.450
4
9A
200
140
140
0.32
0.6
40
2.3
0.518
5
9A
200
140
140
0.32
0.6
40
2.3
0.389
6
9A
200
140
140
0.32
0.6
40
2.3
0.518
7
9A
200
140
140
0.32
0.6
40
2.3
0.518
8
9A
200
140
140
0.32
0.6
40
2.3
0.518
9
9A
200
140
140
0.32
0.6
40
2.3
0.518
10
9A
200
140
140
0.32
0.6
40
2.3
0.450
11
9A
200
140
140
0.32
0.6
40
2.3
0.450
12
9A
200
140
140
0.32
0.6
40
2.3
0.259
13
9A
200
140
140
0.32
0.6
40
2.3
0.256
14
9A
200
140
140
0.32
0.6
40
2.3
0.256
15
9A
200
140
140
0.32
0.6
40
2.3
0.389
16
9A
200
140
140
0.32
0.6
40
2.3
0.450
17
9A
200
140
140
0.32
0.6
40
2.3
0.518
18
9A
200
140
140
0.32
0.6
40
2.3
0.259
19
9A
200
140
140
0.32
0.6
40
2.3
0.259
20
9A
200
140
140
0.32
0.6
40
2.3
0.259
21
9B
200
140
140
0.32
0.6
40
2.3
0.513
22
9B
200
140
140
0.32
0.6
40
2.3
0.513
TOTAL=
9.12

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
70 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree arc =
2.63 ft/min
180 degree arc =
4.38 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= 5.74 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 2
Total distance: 900 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 2.59 feet/100 feet
Max. Mainline Loss = 23.3 feet or 10.1 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
55 psi
Elevation head:
0 psi
Mainline loss:
10.1 psi
Suction head and lift:
2.5 psi
5% fitting loss:
6.4 psi
TOTAL(TDH) =
134.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 50 %
orsepower Required: 35.2 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 3600 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.2 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 134.0 psi
70% of Pressure Rating: 140 psi
309.5 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Sheet?
Net Positive Suction Head Check
NPSHA: 17
NPSHR: *from pump curve
If NPSHA>NPSHR OK
Page 3

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Charles Murphy - Aaron Nursery 1 and 2 County: Sampson
Address: 8321 Tomahawk Hwy
Harrells, NC 28444 Date: 2/11199'
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Tvne Slone % cronrc) /Inlhrl /innc.el r ems
Dry Hydrant
��,Dry
Hydrant

�e W� 3e� F,c/&/ /flap
bYsaK12So x ceu66fz r-64
^.
�79 L�rel LiCAi� •3�
_.yso
iAL(etii>
la
_
13
I`i
-rtCCs,^y
1 5
� ��AL
,38q
I
� Y
t�
IF
�o
at
(_ccs•
0 e i-W 'Di oq +rn Aor
5 r,n�IC✓ f, Ok C-�I
1'-t0 / `0f IC)
Acr(_ pl✓�r—
ex�, � •5�S
`l PIGres

o
' •� r + ✓j,l. �� ,,ma�•y� �' • • i `t •1 •••�� .• 'Cs� � IE.�•s.. +`,t •t ill r
'mot '�:, .••'ie�"•h �.. �'sy •:.4 •I Y�`�
•
i
,..r,11 Tad 1 •♦y •A '••
IN
1 • �� .i �t
1'...i:.� tJ� rFr'•V Y��i I•r
� � +�": •'�,• . r� tax �"� � ��

a-Sb
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

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.

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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q 10 -433 - 3 3a'0
EMERGENCY MANAGEMENT SERVICES (EMS) s4L-
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9 tea
COOPERATIVE EXTENSION SERVICE (CES) 7 t to t
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.

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
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basinsand
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (,')Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() 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
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() 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.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(,')Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure
surfaces covered animals
Floor surfaces
Wet manure -covered
(✓)Slotted Floors;
Floors
(,')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
(✓)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor
nVashdown 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
(✓)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
(✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
— November
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.
1 certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner 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.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
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 opinior6of 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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Speciali Date