310856_Permit Renewal Application 2019_20190410

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Facility C_l mvady oov+emd by an Fpirlpg S40 Nowad?isrl (➢mars]Farm(
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"piab. As mgtkcd by ttam tmsnim 11r filics Lbal hum bew €tsocd VenirkAses or (vcfagc :o Opera6e Unckf those Siatc
Nat Iyiaeahup acowal 1{mnrits must awls The (asawral aL &aast llla days priv as taei; eapastian desc. Thmrwe, ale a iqM
must be t=clvc4d by tha niiviacwt ofWfitet Reaatma by so JsW a=Apri13,2019.
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tl em to Feaica Doky tiwCer toying(Ndum gr •Odom
Fw=wto Fb ab Mille 0aw ptdtats S agF-Strerp
FeeArr to Firlagia Dry+ow vairrnCyB Shea$-Oth r
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13. Waota 1 and Swrjgw[.e pm (VcrWY flee feliovring icfaemeation i.5 AecttrW and p 4x� Make nE ommuy
co""dow and pre vi&__e data.)
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tPeeec tluitt Unitnovrra (CdpicFw) (Squam aa)7
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%'fait am (I) copy of do Cerofto AWWO WasUt magazeement fte (CA%VMP) with this completed mod skned opptacntim
a6 Megaired by ff{.'G'towd 5tsfutes 143 t1 10('id)to tho nodrt3s below.
1bc('AWMP must inchodc the fallowing ontpoomm
1. Xw spirAnwas t Wmis i 1ttt va tim Pbna(R`(P).# ►t f TtY tLe cormepr and s exrtfleA trcNsiG,d sget lal.ocpspieimi
4, TLc tncl cad by wi ach~c is applied au the dinmW fiefs(e.g."maid dW%injt�'�tnM etc.)
h. A m*p afeaery fiidd wW for bW appheatiom(for cxam pk;irr ntiom map)
a The mail$Clio presoatl on every lead apP7ityceiom field
d 1he=P00% ab ev ay end r*lkatioa fdd
c Ibc Rcalisk"'wield Expec:W=(RYL`)`nor evay cvM sbovvn in the WtJP
Tope maximWo PAN to he Vplitd to cvtjy land applicadw rwid
S- I he wago xpplilctaOw wife lwm for a"croo tsliliW ice ttla W tJ?
da 7ha mo9tp6WNlt(S spe4fkafiom
Z. A site macrmatic
3. Pnaeoey Acdca flAn
a. lr4 mt Comtrol Checklist wi~h chw n best artnag enwe Pmom doted
S. Odca C cuang{'heddio wi&tdxwn boa nit juacom woad
4 Nloitnliq(;onbol CbtWlst WiM&*tied mel od n*W-Ux the*ock d updq kd Mwta:ity Control(j MdrJist
7. I.nVOWSWW pond cepwity dbodmentafim (de%4:n, ca.,=L tio*4 eltc) 14c= br, sere the above tsbte is awwax and
A'bo ptoviide amy ails cvalrmSoea* ve"land deCea ohadoms. w herd t aessifrrM1k= pho may be applsic,a* to
your Ft lity.
1t. O paotine and Maintenance Plan
If YW CAUNP aedia5 t any ccmpa,=% not zbo on this ti3C, pkasc inclmde tht: sdditiMO Vompogma w§ih y= submilral.
(c,&tompodfin&di(q 3$mo,,waste;tnaufem etc.)
As a second Wove to mailleeg Wiper copies or ibe %ppllmiloo petkne. you can scam tend Omacil tmc SICAcd copy or the
applicodon teen%*A the CAWNT items above to: 20I9Permalilttacwvat t,Armr °
RF-CEWEVNCDEQOW
MAa 2 8 2019
WaWQ►aAVO
Regional Ot®ns Sect

i sftm tha arts tpplit*ioas has bom. mvLewed by me aed is ancurait Md couaPIM CO Ow tit of my keowicd r— 1 urAuaptmd drat,
it all pare of this appfiicaoirro are nar mvnpkxd tad dw if OR MQ►atad suppmdrgt k*wvmAon and a-,Lwhmenb ut not
iscbu C4 this applirasinw pacbmFie will be mbn=d so rno ma bw omplm
NOW le seMcdvAtc "it% KX' facet and Stattrtca 14 3.211AA wart 143 2($4rii. any perm wbo knowftly m*ca m7 (41sc 3lawleww,
ro9rmagatttjot. or =MMOOM iu am applimtum rarer he sw)jca tv civa peru4,15a vp to S ODO par vwxtiom, (13 U-N-C
SaVion 1001 pmvldee a pan e rt by a Env of wart mwc them S10.0ea or 1uapr�vwmatru of trot mom that 5 years*of ba& for
a aimilw oitcasc:)
prim! N mt of Sorirg ()Tx al (XAwW wrm, or if rn+dt lc Lasx owwrs all Mdowacts Aouw sip 1f aAgdowur is a
00MOtailam,iSOMM shOW be by a reffb *exowtivr olliceroflk mpotatit)o):
1V 7"rite:
ipnatrtrt tom,_
Native: , fiitic:
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16m hb m Service Ccwtar
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POLL R: RENLWALS'TABE(iMERA1.0=0

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WV ER
UNOACXKPEPPER
DID' �Qmflly
Fcbn=y 27,2019
Sam",$Faros
M7 R=1609
'+ ilrrialon,NBC`784b1<
S111iyCCC Appgoation for Renmrr7 of C4vo3p for EnzTM,Sls1c f~+Cafcw atr°ram
DOW PWA4 61—
Your too!* is auncnf}y apprpvcd fov opo wiian Md" Oft of deo Wago omow Stoic Noa-vbcbsw (:macro, permits,
wllieb vWi:c on So CT4as 30. 2019. Copin of the ww animol wmft opom fon Stm Non-Dip0me Gc=W 1t lands we avaihbk
riT t p lid Cea nweaviabaut�di p yp F fy-tti ' gat-aaGr�TFcrns�'ata or by wift,or aj my
A1C'l NQ I)Wit
Aline:rending(*=*iotee NO
16M buascrv;m C'-ee10
Itak*h.N*Ah Carolkm 276",16'16
Tekphoaa at=bcr.(911)707.91 tl6
in tla,12.xrFJd``e° "if i wttimKo !%cr ft :CEfc.,kka-vitom ugzw Dumb.,Pxi, -An $badt an a»nfiox on fair
12 ii�r' 1bylskm FAcwnd yvw ywll tmd a. ,aw f of Comma kA ] C.r ly .S ]--_ia
ftMj�:7 N aoplic"M fgatn M"' be comp be. 3*Wd wd ffilnftw_d ,k AmrB 3. 2919.
Plan Int& &I d"dit pW ieNada gee (I) ronv of.the f.erhM Aelonjif llf �pgcrg0aot- tlas-_[G3�1►31fr�vrith awe
.dmm if'g Angd_taa*Ikaties jq h 0 1j o}' ilem,4 included 1a f [•A .
Fanlum to request reawwzl of your wwrage imdler a at peamft w Ain d1c Lim prod spuciCaad alay 7sR k in a civil peytatiy.
OP036e4 6f yow. baiao avitleretd C&ANope amder a volid ptneW panit %1M)d voaatiturc a, violalim as'NI'M 10.2i5.3 W)d Qoa1d
result in o of cNil p ecaliaes of tip 3o 325.000 per day.
If)}vrr Favc my questions abwrt the Shoe Nor-Thsom c (ittacW pawim ll>t:twokaeti ngplicatkn4 cK nny fdPW acssMC pIC= foet
frcC ig the Ittaienal p++e�S�Rmar2+�ffat 919.7K1"l-9IQ8.
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loa Ri owa%L 5bctioea chief
Animal Fair g Opw.Wons and Ckown&vow&ctiote
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on 04`o*wvsy: R49ioW OftUo.wtde r cte LIy Ite &aml Qpmry m—Segf m
pgft('Quwy Soil owW rcuwwokonvistriet
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@st67t37'd00A

Version—November 26,2018
Mortality Management iviethods
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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
0 a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 .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).
a Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far er/Manager Date
Signature of hnical 5peci st Date et

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, lac.
Friday,December 15,2000 updated 9/26/2011
Producer: Claire Kalmar
Farm Name : Kalmar il,LLC.
409 Cole Drive
Hampstead,NC 28443
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 11520 hogs design capacity
Application Method: irrigation
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
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
contents 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 avaialabie water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may 4.
be applied to land eroding at up to 10 tons per acre 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 DENT regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste_ if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
L
I
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
11520 hogs X 1.9 tons wastelhogsfyear= 21888 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
11520 hogs X 2.3 lbs PAN/hogs/year=26496 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreagevAll be needed for waste application based on the crop to be grown:
soil type and suface application.
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE$CLASS- CROP YIELD ---OMM ACRES LBS AW APPLIC.
�YI DETE MNG PHASE CODEWWAACRE USED TIME
10 AUTRWLLEALL -- - C - - 20; 4.36 321.55 MAR-JUN
1896 10 -- AUTRYMLLE ALL -- -
------
--
$ 25--
1)01 0+ 4.38 - 436-APR-SEP 15
ALL
18% 10 AUTRYVILLE -�--
- W 45' --0 dSEPT-MAR----
1896 ;* 11 AUTRYVILLEALL - - 1 26;
_._.__
�
__ ____ G 75' 73 75 201 4.39 323 76& MAR-JUN
1896 • -
11 �AUTRWLLE ALL - 58 _ 25 tt)t} - --- --- -
189s ;-- ----- 0, 4.39' 439,APR- EP 15
t i A_UTRYVILLE_ALL - W -� 45 }b3.5Y - 0 4.39 454.365 SEPT MAFt
_ _ _ ----
1896 * 12 AUTRYVILLE ALL -- - -- __ _
-- ;• 75 73.75 20: 4.n 317.861 MAR-JUN
1896 12 AUTRYVILLE AUTRYVILLEALL S8 - --- �- ---- -- -
1�i 0' 4.31
1896 12 --- ---- - --------_-- -" -- 25 43?•APR-SEP#5
_ ALL -_
4.31 446.fl85: SEPT-MAR_ _ 13 AUTRYVILLE ALL
C 75 -_- .. _
1896 -13 7375 20; 3.24-238.95 MAR-JUN
* _ AUTRYVILLE ALL SB 25 - 9tik - _--
- -- _ 0 324( 324;APR-SEP 15
1895 � 93 AUTRYVtLLE ALL _ _
W E33 -----
9896 • t4 r 45 1 5 0: 3 24 335.34= SEPT-MAR
.'NORFOLK a2% _-_
1896 * ,. __.___ ^C _ i10 1175° _ 20' 3.79# 445.325' MARtiIUN
_ _-_ _--�10RFOLK O 2°,S� _- $B 4fl 1e 0 606.4`APR.SEP 19
9896 14 NORFOLK 0-2% uy ---
-- - ..
4'I 0' 3.791 545.76' 3EP-APR
7 89s i 5 _ NORFOLIC 0.2% _-
C 110i 20 -3.38= -- _..
- _-- 397.15' MAR-JUN
- --- -------
1896 __ _ 15 IVORFI}LK 0-2%
8 40 160' 0 3-38 540.8 APR-SEP 15
1896 15 'NORFOLK R% --- -- -
60 144 _ 0 3.38 488.72? SEP-APR
789& :NORFOLKa2% -------- - --.-----.-_._..--
--- -
C 110 117.5
i896 * -- 65 546.375 MAR-JUN
---- ------- 20r 4.
_ 16 NORFOLK 0.2°k - _SB �._ _
1898 16 -NORFOLK a2% ___ _, 16Q; 0 4.65 - 744;AP_R-SEP 15
_ W -
t -'- 17 !NORFOLIC t?-296_ 60. 144� 0: 4.651 669$ SEP-APR
C 119; 111:5'
20 4.561 535.8? MAR-JUN
1896 17 NORi�OLK 0.2% - --- - --- _
- - --- -- -?- 8 15fT 0 4.56V
- 729.6 APRSEP 15
1896 * 17 NORFOLK 0.2% -- --
--- - - W 60_ _ 444' -
__-_- _ 0 4.56s
1896 * 98 NORFOLK 0-2�ifo 656 64 SEP-APR
--- C 1fa ##7.3- 24r ?.29( 751.57r, MARJUN
1896
WORFOLK 0-2%- --` _
SB -". _ _
1896 0; 1.291 206.4 APR-SEP 15
18NORFOLK 0-2% - --`-
W 60
0 1-29) 185.78- SEP-APR
` 19 :NORFOLK 0-2% -_ -j _-- ---- C 110° 177:$1896 * 19 - -^-- _ 20; 7.14 133.95' MAR-JUN
_ _ _ NORFOLK 4-2% - - _ SB ' - __
--1896 • 19 `:NORFOLKU-2S6 -- --- -- 40: -1i30 0 1 14� t824 APR-SEP 15
--- W 6D i.: - - - --
1896 * - -- 0 1.#4. i64.16 SEP-APR
20 NORFOLK o-29b - e - - ---
110 i17.5 -
1896 := 20 NORFOLK 0 2% - -----------`--- - 20
1.35� 158.625 MAR-JUN
20 NORFOLK 0-z"fo -_-_._ ..--_--------- --- '
_-- � -- - --- -- -_ '-- 216:APR-S_EP 15
7896 21 NORFOUC D 2% - - --- 6 _ 144 0 7.35# 794.4: SE_P-APR
1896 • 2fl: 1.52E 978.6 MAR-JUN
21 - IVORFOLK a296 _-
SB - 40
--'
1895 * 21 NORF- - --- 0: 1.521 243.2;APR�EP 15
_-_l_OLK 0-2% --
__...� _. 4 _
22 NORFOLK 0-2°k 60 - 144 0. t.52( 218.8& SEP-APR
- - -
_ C---- 170` 117,
5; 20 3.08 3fi1 '9 MAR-JUN
1896 - 22 1NORFOLiC O 2°k
W - -+
1896 22 NORoiri a2% --- - so #44, 0, - - -- --_.
- _, _ SB 3.
•-_ --- 3.08� 44 52 SEP,APR
�• 1896 23 NORFOLK a2% -- T
- ----- �' #� 0: 3.08i 492 B APR-SEP i5
`' - --
1896 ;• _ ---
---- --- -_-- 1t0 1175 20 t.55; 182.125 MAR-JUN
23 NORFOLK a2% yy
_ !' _
0_ - 1.55E 223-2 SEP-APR
Page 2

1896 23 NORFOLK O 2°lo Se 40` " 160; 0 1:55 248:APR SFP 15
18% ;• 24 NORFOLK O-2°� C 1 10' -1 17.5` -=--1,2-7. -1_4..9.-.225` M-A-AR
- -J-U-N
- W --
FiO; 4d4: 182.88: SEP-APR 1896 24 NORFOLK 0-2% S8 40 184; 0° 1.27 203.2 APR�SEP 15
-- - ! _
189s 24A NORFOLK a2% --- -- -
C 11 Q 117.5 20 1.27; 149.225 MAR-JUN
1896 24A NORFOLK 02°r6 w - -_
EP
24A---NORFOLK O-2%
60, 144': 0: 1.27' 182-88 SAPR
SB 40- - 16t}c 01 1.271 203.2 APR-SEP 15
1896 25 NORFOLK 0.2% 117.5
-
-- 110, 117 5 20: 2.62! 307-85' MAR-JUN
1896 25 NORFOLK 0-2% = _
60' i44; 0• 2.621 377.28; SEP-APR
1896 25 -NORFOLK 0-2°k - S8-
4t)� '!St? 0• 2.62( 419.2APR-SEP 15
1896 26 NORFOLK a2% - -` -- - -
+ C 110= 117.5: 20` 2 9393 3d4.275 MAR-JUN
- - - NORFOLK 0.2% W 60 144 0: 2.931 421.921 SEP-APR
1896 26 'NORFOLK a29'° _ +- ----- -- --
SB 40 160; 0 2.93; 468.8;APR-SEP 15
-_ 1896 • 27 - NORFOLK 0-2% ------ - C - . 110' 20 - 4. 481.75 MARJUN
1896 • 27 -- -- - -
-- - - W 60` 144 0: 4.11 590.4+_SEP APR
1896 27 - - -- -- ----- =
_ NORFOLK 0.2% SB 40. #8tY 0 4.1 656;APR-SEP 15
-- _
1896 • 28 NORFOLK 0.2% ---- C ;-- `-- -- -
_ -
--- --- -- --t 10i 117.5: 20 4A i 481.75: MAR-JUN
1836 28
NORI:oLK 0-2% _ ---- r
'I--------.-- #44 d 4.1 S90 4 SEPAPR
1896 28 -NORFOLK 0-2% -- - -
- r- - --SB 40' 160 0' 4.1 656 APR-SEP 15
-less _ - NOS x a %-. - - - _._-T ._ ---
• ---
_. C 1t0 #F75. 20: 4.t8 49115 _M_AR-JUN
-_-- - -__r.
1896 2s NORFOLK a2°!n --- -
- --
W 60+ #44 0; 4.18j 60i.92 SEP-APR
1896 29 NORFOLK 0-2% _ _ - _-
SB 40 fsa - = - -�. --0 4.18 668.8:APR-SEPlS
1896 30 NORFOLK 6- --
C 110 1175` 20 4.59 539.325° MAR,IUN
1896 :• 30 NORFOLK 0-2% - `- -
-------- W 144 0; 4.59 660 96 SEPAPR
-- --------
1$96 30 NORFOLK 0-2% -•--
-___ _..� B 40 160 0' 4.59 734 4 APR-S iS
1896 31 NORFOKI(a2% --- -
----
BH 6.1 -" ._____
-__-- N 2Q 0.431 122.S5 MAR-OCT
_1896 31. - - ORFOLK 0-2°06 - SG - ----- - -- -
1$86 32 NQRFC:LK 0-2% ------BFi -- ---- .0 _ Q.43 21.5• SEP-MAY
__° S.t 5 20 0.7� 199.5: MAR-OCT
O-2
1896 ;� 32 NORFOLK � ---- ----__ _ _
5G 1; 90 0 0.7? 35: SEP-MAY
]896 33 NORFOLK 0-2% _ _
-_ BH 6.1 3057 0 i 27i 387.35; MAR-SEP
---- ----- -
1896 33 NORFOLK 0-2%
�. - - - -- _ SG 1 50 0 1 271 - 63.5` SEP APR
1896 34 ;NORFOLK0.2% --
- ---___- --- 3(}5 0: 7.99 606.95 MAR-SEP
1896 - 34 :NORFOLK 0-2% - -
_ -_ -- SO 0t 1.99� 99.5: SEP APR
1896 35 NORFOLK 0.2°Jo -- -- - -
_ 6H 6 t; `- _ --- - --- -
__-.-___-•- _- - • - ---- 5. 0: 2.46,1 750._3 MAR-OCT
t896 _ 35 NORFOLK 0.2°� ----- --- - - =_....__�____ _
--- SL'' 150i0 2.46 _ 123: SEP-_APR
1896 36 AUTRYVILLE ALL BH`- 5.5,._ -a: 1.33�365.75 MAR-SEP
1896 36 AUTRYVILLE ALL ---�"
- _ _
SG 1 50 0= 1.33; _ 66.5' SEP-APR
1896 37 AUTRYV1t.LE ALL __
BH 5.5 275 0 1.73' 475.75' MAR-SEP
1896 - 37 AUTRYVfLLE ALL �- -
- 1.73 $6 5 SEPAPR
1$96 38 AUTRYVIL.LE ALL -- - -- ---
_ SG 5.5 275i 0; t.73i _
- 475 75: MAR-SEP
1896 � ------- ----
AUTRYIl1LLE ALL ---- BH-- -, � •{----� ..
0 1.73i
1896 39 AUTRYVIL.LE ALL 5 -SEP APR
--- _ 5-5; 275' 0a61: MAR-SEP
------- -----------
1896 39 AUTRY_V�LLEA_LL SG 1 -_
- 1$96 �- 40 - _ 50 0 t.64�--82: SEPAPR_
____ AUTRYVlLLEALL BH 5.5= 275` 0 3.67 f009.25 MAR-OCT
-_
96 40 °AUTRYVILLE ALL = -
1896 -41 {yl 3.67; 1$3.5 SEP APR
-_-- -
AUTRYVILLE ALL --- -- _•_. _
SH 5.5.' ii5. _ -- --
--- - 0; 1.671 459.25 MARC-OCT
1896 - 41 AUTRYVILLE ALL SG i°- __
_---- --- _ - 3ET Q 1.67 83.5, SEP APR
t 896 42 ----
AUTRYVILLE ALL --- '-
SH 5.5: 27S --
--= ----- 0; 3.921 1078; MAR-0-CT
- ---- - --1896 42 AUTRYVILLE ALL
SG t r- - - - -
50 0; 3.92]_ 196. SEP-APR
1896 43 'AUTRYVlLLE ALL - --_---
-
--- ------- --- 5.5 275: 0; 2.01{ 552.75; MAR-OCT
1896 - 43 AUTRYVILLE ALL --- - -
r' 1: ` 0 2.01 100 5 SEPAPR
E ALL BC
1896 44 AUTRYVILL - - _ _
-- 4.7 235: 0 4-03, 947.Q5: MAR-SEP
1896 - 44 A.UTRYVILL.E ALL ` -- -
- _ - 0 4.03' 201.5; SEP-APR
1896 45 AUTRYVILLE ALL-- - BH
-- 5.5 275 - 0: 2.19L 602.25+ MAR-OCT
t898 45 :AE}TRYVILLEALL -
- 50 0` 2.19� _ 109 5 SEPAPR
1896 46 AUTRYVILLE ALL C 75: 73 75` - --2d 4.13!-304.588 MAR-lUN
-- -
1896 46 AUTRYViLLE ALL -- - ---- ..._..._.- --- ---_-. _
SB 25: 10U 0 4.131 413°APR-SEP 15
1896 • 46 AUTRYVILLE ALL - -_--
- 1896 -47 At1TRYYILLE ALL 45 . 1Q3.5 0 -4.13, 427.455. SEPT-MAR
75 u73.75E 20 1.31 96.6t25: MAR-JUN
Page 3

1896 47 AUTRYVILLE ALL W 45 0 1.33 i 135.585 SEPT-MAR
1896 = 0 .31 13tko__ R 547 AU3RYILLE ALL S$
896 48 AUTRYVILLE ALL C 75 73i5 20° 2.681 197.65 MAR-JUN
1896 4$ AUTRYVILLE ALL --- W 45i 1015 0• 2.68 277.38- SEPT-MAR
1896 48 AUTRYVlLLE ALL SB- 25i 100° 0 2.68? 268 APR-SEP 15
--- - -- - __..- '_ ----- -----------
7896 = 49 AU fRYViI L1=ALL C 75: 7375 20 0.75i 55.3125: MAR JUN
1896 = 49 •AUTRYVILLE ALL W 45' 193 6, 0 0.75 77.625. SEPT-MAR
t896 _ 49
_ AUTRYVILLEALL SB 25 100 0. 0.75s 75:APRSEP 15
t896 -5-------_-._. . _ -- -
- --- ---
:NORFOLK 0-29b SG t' 0: 1 & 99 SEP-APR
ism 5 —F--_= T--
NORFOLK fl-2°f, - - - BC 5 2 }° 0 1.981 514.8• MARSEP
1896 50 AUTRYVILLE ALL C 75 79 75 20 2.ffi 159.3 MAR-JUN
_1896 50 AUTRYVILLE ALL W 45± i ,5` ----- 0; 2.ifi 223.56; SEPT MAR
—--- t---
1896 50 AUTRYVtLLE ALL SB 25 137t " 0 2.16i 216-APR-SEP 15
1896 6 NORFOLK 0-2% SG 1 —50 0 6.106 _ 303� SEP�IPR
1896 6 —NO RFOLK 0-2% BC 2 —0. 6.OG 1575.64 MAR-SEP
1898 7 NORFOLK 0-2% !8G --; — 0 4Apj 243. SEP-APR
--
-- - - -f —1896 7 N{1ftFOttf 0-2% BC _ 52 26fI 0 4.86 1263.6_ AAAR SEP'
--- --- --
1896 - 8 WORFOLK 0-2% SG 0-- 4.31 215 SFP IPR
---
189s 8 NORRF66i d-2°r6 -.. _ 6 2 - - --
- -- --- �_ �' 0 4.3 1118 MARSEP
1896 - 9 NORFOLK 0-2% SG t 50 - --_
— —- 0 3.04 152 SEP-APR
1896 9
—— —=--- BC 5.2 s
_ --� —_
0 3.041 790.4. MAR-SEP
TOTALS: 347R -----. _
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
Summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
L
Page 4

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2-)
Them are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
. indicates a Crop Rotation
Acreage figures may exceed total acreage in field due to overseeding.
*"Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP umrrs LBS N/UNIT
D
;C CORN ---- =
B_t15+iELS__ -�
16 HYBRID BERMUDAGRAsS-CONTROLLED GRAZED TONS 50 _.
HYBRID BERMUDAGRASS-HAY "....
TOMS - 50
;SG ; SMALL GRAINOVERSEEDED ------. _ ------ �-.------_._
.. -- - ---—— AC 50
SB SOYBEANS ---- ------- -
BUSHELS
;w _
BUSHELS
page 5

TOTALS FROM TABLES 1 AND 2
ACRES LOS AW
N USED
TABLE 1 129.71 i 30,722
TOTALS: 129.71' 30,722
AMOUNT OF N PRODUCED: 26,496
BALANCE -4,226
This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will rewire precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 4262.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
Crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the resPons blity of the
Producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIE_LD APPLICATION APPLICATION
-- ---- __ 80lL TYPE -- CROP RATE(l�r) ANiT(inches)
--�-- 23, 24, 24 NORFOLK 0-2_% VH - - -
1896 j32._:3.-?d,-35.-3.:Z-7,NORFOLK 0-2°�5— - ------ i 0.50 -1 ---- — -- -- -- - - --- ; SG t}50
i.696 1`20,'21, .`23,`24, 24 NORFOLK 0 2% -- - T- 0.50 - `1
'1896 {=io.�z1,=22, »_ SB
*24,•24 IZR-60LK 0-i%- -
1 33,34 0.50
3 ( — ----= 't
NORFOLK 0-2% -. ---- r ------ - SF! 0.50 ^- --
5,6,7,8,9 ;NORFOLK0-2°b - - ---------
f- -- - - SC i —-
1896 111.'127.13,46,-47,=48,' At1TRYVlLLEALL 0.50 i
`4-
1$96 ---- -- - — . W I 0.50 •1
117RYI/ILLEALL - - - --------
SG i _0.60
1896 ill '
'I2-'13. 46.'47,•48,`d _
ALITRYVIL.LE ALL $$- -- 0.60 `-------
189& 1 --- - -
*46.*47,•48.•
�f ALs rFiYv1LLE aLL --1 8_.9-.6- 6 37.38 , --p- -�
, ,39. 041,42,43,41ALTR'MLLE ALL
`
- ---- ~--- � -
0.60
- 0.60
.. -1896 AUiRYVlLLE ALL sC - - ---.____--
'1
Page 6

* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 7

NARRATIVE OF OPERATION
This WUP has been revised to reflect the new Permit and animal numbers on 12/15/00.
This WUP utilizes the 50 lb overseed PAN rate instead of the 100 lb overseed PAN rate on
small grain_ Land application to the bermuda can continue until September 30.
Irrigation pulls 40-45 will be 9 pu sprigged in the spring of 2005. Irrigation design and parameters
furnished by the producer and Kraig Westerbeek.
In the event the 100 lb overseed option is utilized, the following conditions would have to be
observed_ (1) no land application on bermuda after August 31, (2)application on small grain
would be 50 lbs from Sept 15- Oct 31 and 50 ibs in Feb-Mar, with no land application from
Nov-Jan, and (3)the small grain must be removed by April 7
Page 8

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide nRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Altemative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate Ater strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEAR. (See FOTG
Stantard 393- Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 conventional) tilled cr po y 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"in the nRCS Technical Reference-
Environmentt file 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 conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients_ Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
�. 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
Page 9

and from any perennial stream or river(other that 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_ Anima! Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist
Animal waste should not be applied on grassed waterways that discharge directly into water
courses,except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system-
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*1 B. 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 as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark th he
e top and bottom elevations of t
temporary storage(pumping volume) of all waste treatment lagoons. Pumping shail be
managed to maintain the liquid level between the markers.A marker will be required to mark
the maximum storage volume fprwaste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and akernative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5)years.
23. Bead animals will be disposed of in a manner that meets North Carolina Department of
Page 10

Agriculture regulations.
* Liquid Systems
i
Page 11

NAME OF FARM: Kalmar It, LLC.
OWNER I MANAGER AGREEM- ENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estaiished in the approved animal waste utilization plan for the farm
lr named above. I (we) know that any expansion to the existing design capacity of the waste
{- treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acres to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Claire Kalmar
SIGNATURE:dQ&;iA y�„Q ��pA-�- DATE: �-Gr N6V I�
NAME OF MANAGER (if different from owner): 91.1LA
please pVnt
SIGNATURE: DATE: 24 N by 1�
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS(AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone] /
SIGNATURE: ATE:_lJ _ 2
Page 12

, it
_. �* oil
F
at •
f
LZ
c

_S
CO--
THE _
M- ­PANYINC.
CONSTRUCTION AND DEVELOPMENT
k 132 Routledge Road, Post Office Box 1098
Kenansville, North Carolina 28349
Phone/Fax [phone]
(Engineering provided by The ADAMS COMPANY, Inc. through a partnership agreement with M.Floyd Adams, P.E.)
October 10, 2000
Sue Homewood
Environmental Engineer
Non-Discharge Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Facility # 31-856
Camellia Farm No. 2
Dear Sue:
In reference to the facility # 31-856, Camellia Farm No. 2, please accept this letter as
my confirmation that I have reviewed the plans and specifications as prepared by George H.
Pettus and submitted to you on September 25, 2000. The review includes the attached Lagoon
" - Design, Operation and Maintenance Plan, Specifications for Construction and drawings dated
September 18, 2000. The drawings specifically include the lagoon with dimensions of 750'x
395' (avg.), top elevation of 404.50, bottom elevation of 389.50 and adherence to setbacks
applicable at the time of siting as well as at the time the original permit was issued. This is an
amendment to the original Design, Construction, Operation and Maintenance Plan that was
dated and submitted July 2, 1999.
Should you have any questions, please contact me at 910-296-1170.
Sincerely, `ZO
�EAL
12273
M. Floyd Adams, P.E.
g O1 aria`yea
The ADAMS COMPANY, Incc: ' �Ab`
Enclosure

1 I 1 1
J.L.MAXWELL,JR.,CHAIRMAN
H.G.MAXWELL,III,PRESIDENT ~~ ` + SINCE Isis J.L.MAXWELL,III,SECRETARY TREASURER
" W.MILTON HENDRIXSON,NUTRITIONIST
J.W.PELLETIER,III,VICE PRESIDENT H.H.(NICK)WEAVER,MANAGER,SC FARMS
938 Millers Chapel Road• P.O. Box 10009•Goldsboro, NC 27532
Phone[phone]•Fax[phone]
September 25,2000
Sue Homewood
Environmental Engineer
Non-Discharge Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
SUBJECT: Facility#31-856 Camellia Farm No.2
Dear Sue:
Per a letter dated August 10,2000 from Dennis Ramsey to Claire Kalmar,this facility still has a valid COC
for a conventional animal waste management system. On behalf of Ms.Kalmar,I am submitting an
amendment for the lagoon design for this facility.
The amendment is for the original 11,520 feeder to finish animals,which does not constitute an expansion,
so we are not in violation of House Bill 515. Ms.Kalmar has submitted,with the original application and
again in the last 30 days,the required information to qualify for the setback criteria prior to BB 515.
This site has been surveyed by a Registered Land Surveyor for adherence to not locating in the 100-year
flood plain,minimum setback of 1500 feet from an adjoining residence, 100 foot setback from an adjoining
property line and 100 foot setback from the closest water supply well and 500 foot setback from an
adjoining landowner water supply well. The amended design and map adheres to all pertinent buffers and
setbacks.
Please refer to the original Design, Construction,Operation and Management Plan that is dated and
submitted July 02, 1997,and from which the COC#AWS310856 was issued,for any data or information
that is not included with this amendment. I have enclosed the new design drawing and current WUP per
our email correspondence of September 19,2000.
Should you have any questions,please do not hesitate to contact me at(919)778-3130,ext. 1430. I am
sure everyone involved is aware of the urgency to construct this lagoon prior to continued rains and wet
weather and soil conditions. We eagerly await your reply to move forward with the construction as
submitted.
Respectfully submitted,
org H. tttu�magemerrt
vino en
Maxwell Foods Inc/Goldsboro Hog Farms
Cc: Claire Kalmar
Bob Ivey
GOLDSBORO MILLING COMPANY SLEEPY CREEK FARMS SLEEPY CREEK TURKEYS BEAR CREEK FARMS GOLDSBORO MILLING GRAIN
FEED PRODUCTION UNIT TURKEY HATCHERY TURKEY PRODUCTION UNIT BREEDER PRODUCTION UNIT GRAIN BUYING UNIT
MAXWELL FARMS COLD CREEK FARMS GOLDSBORO HOG FARMS G&L PROCESSING CAROLINA TURKEYS CAROLINA TURKEYS OF VIRGINIA
FARM MANAGEMENT TURKEY PRODUCTION UNIT SWINE PRODUCTION UNIT FARM MANAGEMENT TURKEY PROCESSING PLANT TURKEY PROCESSING PLANT

LAGOON DESIGN
Y
ator:Claire Kalmar County: Duplin Date: 09/24/
Has the site evaluation been completed & approved: Yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
11520 head (finishing only) x 135 lbs. = 1555200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0 lbs
Total Average Live Weight = 1555200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1555200 cubic ft (includes 0 cu. ft. add. treat. vol. )
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 391680.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 750.0
Inside top width ( feet)-------------- ------ 395.0
Top of dike elevation ( feet)----------------- 404.50
Bottom of lagoon elevation (feet)------------ 389.50
Freeboard ( feet)----------------------------- 1.00
Emergency spillway depth of flow( feet)------- 0.50
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 741.0 386.0 13.50
AREA OF TOP
LENGTH * WIDTH =
741.0 386.0 286026 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
660.0 305.0 201300 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
700.5 345.5 968091 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
286026 968091 201300 2.25
Total Designed Volume Available = 3274688 CU. FT.

",-- TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
750.0 395.0 0.0
296250.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 296250.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 1555200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2840832 gals. or 379790.4 cubic feet
Volume of excess water
Volume = 10426.5 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 250905.7 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 14.2 inches
180 days rainfall = 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 535719 cubic feet runoff
Volume = 14.2 in * lagoon DA/12 in. /ft = 350316 cubic feet evap.
Volume = 185403 cubic feet

,5D: Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 370313 cubic feet
5E. Additional volume as follows: _
TOTAL REQUIRED TEMPORARY STORAGE
5A. 379790 cubic feet
5B. 250906 cubic feet
5C. 185403 cubic feet
5D. 370313 cubic feet
5E. 0 cubic feet
TOTAL 1186412 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 21.7 inches
Evaporation during storage period===========> 14.2 inches
25 year - 24 hour rainfall==================> 7.5 inches. rX
Heavy rain__________________________________> 7.5 inches
Freeboard===================================> 1.00 feet
Side slopes_________________________________> 3.0 .
{ Inside top length===========================> 750.0 feet
�-
Lnside top width =_ ==_ =_ ==_ ==_ =====> 395.0 feet
d n
Emergency;.spillway`elevation planned,.,)'====> Y4.03.00 feet
Top of dike elevation=====__________________> 404:50 feet
Bottom of lagoon elevation==================> 389.50 feet
Top of sludge elevation=====================> 391.45 feet
Total required volume=======================> 3133292 cu. ft.
Actual design volume========================> 3274688 cu. ft.
Seasonal high watertable elevation (SHWT)===> 393.00 feet * ��
Stop pumping elev.__________________________> 398.30 feet
Must be > or = to the SHWT elev.==========> 393.00 feet
Must be > or = to min. req. treatment el.=> 395.50 feet
Min. Required treatment volume==============> 1555200 cu. ft.
Volume at stop pumping elevation============> 1600174 cu. ft.
r- Start pumping elev._________________________> 401.68 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 2904376 cu. ft.
Volume at start pumping elevation===========> 2902997 cu. ft.
Required volume to be pumped================> 816099 cu. ft.
Actual volume planned to be pumped==========> 899191 cu. ft.
Min. thickness of soil liner when required==> 2.0 feet.
7. DESIGNED BY: APPROVED BY: ,/LI. � , .
DATE: /6 H&C, SDATE: 101j o(so Q-;L

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 storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time 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.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre-charging 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. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 401.68 as marked—by permanent marker. stop pump
ea
out iXein the fluid 16vel rehes elevation. 398.30 This teggcr-ary
storage -les-a-21 yr and heavy airy -contai-ns 99-9191"cubic feet or
6725948 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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 areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
P. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
tAAAR 2 g 2019
��rcivaligr
Recoonel Qperw®ns se "

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 stripping, 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 earthfill 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 materials can 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 other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. 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 THICKNESS SHALL BE 2.0 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED- BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water 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 water content during placement.
The maximum water 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 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. 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 perme-
ability 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 use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible 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.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the 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
-------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1: 1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993) . In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

397.0
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Goldsboro Hog Farms,Inc. 3-D views Report
PO Box 10009 KALMAR
ROT: 4° INC: 40" EXG:27.6 Goldsboro,NC 27532 Site Layout
919-778-3130,EXT 1430 Existing
September 23.2000.12:25 PM

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Goldsboro Hog Farms,Inc. 3-D Views Report
PO Box 10009 KALMAR
ROT: 14" INC: 52' EXG:5.2 Goldsboro,NC 27532 Site Layout
919-778-3130,EXT 1430 Proposed
SeiAember 23,2000.12:37 PM

: Out
................
-------
................ ...... --------- ......
----------------------
---—--- P-LdaidalQp.....
------—------—------ ...........—-------....... —-----
........—------
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Existing Holding Pond
Tanks
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1 I �- j �� f
Botto'!
Goldsboro Hog Farms,Inc. Areas and Volumes Report
PO Box 10009 KALMAR
Goldsboro,NC 27532 Plat
0 140 280 919-778-3130,EXT 1430 Proposed
September 23,2000.01:15 PM

Goldsboro Hog Farms,Inc.
Areas and Volumes Report PO Box 10009 September 23,2000
KALMAR Goldsboro,NC 27532 01:16 PM
_ 919 778 3130,EXT 1430
Drawing:Plat
Surfaces:Proposed
Name Thickness Area Volume
(R) (acres) (cu yd)
Areas of Interest
Outside toe 10.02
Structures
Bottom 0.00 4.48 0.00
Existing Holding Pond 0.00 0.57 0.00
Inside top 0.00 6.76 0.00
Office 0.00 0.01 0.00
Outside top 0.00 7.31 0.00
Separator 0.00 0.01 0.00
Tanks 0.00 0.06 0.00
Page 1

Goldsboro Hog Farms,Inc.
Total Volumes Report PO Box 10009 September
KALMAR Goldsboro,NC 27532 12:46 PM
919-778-3130.EXT 1430
Tight Tight %Cut %Fill Adjusted Adjusted
Cut Fill Swell Shrink Cut Fill
AOI (cu yd)_ (cu yd) (cu yd) cu ) (cu yd) (cu yd)
Site Layout:Existing vs.Proposed
toe of slope 58387.13 33048.85 0.00 25.00 58387.13 41311,07
Total Master AOI
Site Layout:toe of slope 58387.13 33048.85 0.00 25.00 58387.13 41311.07
Project Totals: 58387.13 33048.85 0.00 25.00 58387.13 41311.07
Export: 25338.27 17076.06
Page 1

Goldsboro Hog Farms,Inc.
Site Balance Report PO Box 10009 September 23,2000
KALMAR Goldsboro,NC 27532 12:42 PM
919-778-3130,EXT 1430
Drawing:Site Layout
Area of Interest:toe of slope
Surfaces:Existing vs.Proposed
Cut Swell Percentage: 0%
Fill Shrink Percentage:25%
Balance Site to 0.00 cu yd.
Raisefl-ower Cut Fill CutfFill
Surface (cu yd) (cu yd) (cu yd)
0.00 58387.13 41311.07 17076.06
1.06 49121.04 51278.16 -2157.12
0.94 50142.16 50135.67 6.49
Raise the Proposed Surface by 0.94 ft.
No Sloping Areas were Locked
No Structures were Locked
ti
�y
- — — — — Page 1

IMGATI(- T DESIGN ,
CLAME KALMAR r_..:•...:
SCALE:,V=400'
o HYDRANT LOCATION.
O PUMP LOCATION
o---o 6'PVC M mimm \
4•—WE 40 PVC MAIN IME z9
72I=BUFFER •• I
THRUSTBLOCEENG
ti DI&NOM PIPE S=CHANGE ° +
z7
24A
I$ 11 z3
q NOTES:
4 7HRUST BLOC KM JOWL:BE PROMED AT ALL!ENDS.T=DEAD
ENDS AND amm SPEOAL ETLTMO.S wwm RELIU n BEl un".
$ sJ WMINE WE SHALL BE C NC M RD LmR 271 ANOrlVC M Bn COR
2t}AND SHALL BE WIRED TO RATE AT LEAST 7 FEEr OF COVER.
' I8 14
. T,b
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a
12 !3

IRRIGATION
DESIGN-
CERTIFICATION
FOR
CLAIRE KALMAR
July 2, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of n ��lmi yv, dA*,ed belief.
Q SV� • �� vice
r
M. Floyd fk4 .E. Date
O 4
License No.V2M,.
xAIasAR.rnG
IRRIGATION DESIGN

IRRIGATION SYSTEE DESIGN PARAMETERS
Landowner/Operator Name: Claire Kalmar County: Du lin
Address: 409 Cole Drive Date: 7/02/97
Hampstead. NC 28443 -
Telephone: [phone]
TABLE 1 - Field Specifications (1)
Approximately Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field(3) Slope Rate(4) Cycle(4)
Number(2) (acres) Soil Type M Crop(s) (in/lir) (inches) Comments
1 2.32 Norfolk 0-2 Bermuda Hay .50 1.3
1 2.32 Norfolk 0-2 Small Grain .40 1.7
13 23.34 Norfolk 0-2 Bermuda Hay .50 1.3
13 23.34 'Norfolk 0-2 Small Grain .40 1.7
14 15 Norfolk 0-2 Bermuda Hay .50 1.3
14 15 Norfolk 0-2 Small Grain .40 1.7
14 16.66 Autryville 0-2 Bermuda Hay .60 .96
14 16.66 Autryville 0-2 Small Grain .50 1.2
2 8.91 Norfolk 0-2 Bermuda Hay .5o 1.3
2 8.91 Norfolk 0-2 Small Grain .40 1.7
3 5.13 Autryville 0-2 Bermuda Hay .60 .96
3 5.13 Autryville 0-2 Small Grain .50 1.2
5 1 4.64 Norfolk 0-2 Bermuda Hay .50 1.3
11 S 4.64 Norfolk 0-2 Small Grain .40 1.7
Table to be completed in its entirety by Field Office personnel and forwardedto the irrigation system desigrier.
(2) See attached map provided by the Field Office for field loeation(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide,Field Office Technical Guide,Section I&G. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Amadas 1375XL Reel Rain, Nelson 10OR Big Gun with a .81" ring nozzle, 4039D John Deere
EQUIPMENT SETTINGS
Field No. (1) Travel Application TRAVEL LANE Wetted Nozzle Operatoring Operatoring
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Wetted
Hydrant No(3) (ft/min) (in/hr) Width(ft) Length(ft) (feet) (inches) Gun(psi) @ Reel(psi) Pattern (3) Acres
1 2.76 .37 170 884 245 .81 65.53 270' 3.45
2 2.76 .37 170 984 245 .81 65.53 270' 3.84
3 2.76 .37 170 964 245 .81 65.53 270' 3.76
4 2.76 .37 170 784 245 .81 65.53 270' 3.06
5 2.76 .37 170 774 245 .81 65.53 270' 3.02
6 2.76 .37 170 744 245 .81 65.53 270' 2.90
7 2.76 .37 170 1034 245 .81 65.53 270' 4.04
8 2.76 .37 170 1024 245 .81 65.53 270' 4.0
9 4.15 .56 84 384 245 .81 65.53 180' .74
10 2.76 .37 170 224 245 .81 65.53 270' .87
11 2.76 .37 170 284 245 .81 65.53 270' 1.11
12 4.15 .56 114 334 245 .81 65.53 180' .87
13 4.15 .56 84 504 245 .81 65.53 180' .97
14 2:76 .37 170 254 245 .81 65.53 270' .99
15 2.76 .37 170 284 245 .81 65.53 270' 1.11
16 3.65 .49 124 234 245 .81 65.53 205' .67
17 2.76 .37 170 584 245 .81 65.53 270' 2.28
18 2.76 .37 170 1104 245 .81 65.53 270' 4.31
19 2.76 .37 170 1 1104 245 .81 65.53 270' 4.31
20 2.76 .37 170 1114 245 .81 65.53 270' 4.35
21 2.76 .37 170 1114 245 .81 65.53 1 270' 4.35
1) See attached map provided y the Field Office or field location(s).
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F(full circle), TQ (three quarters), TT(two thirds),H(half circle), T(one third), Q(one quarter).
May also use degree of arc in degrees.

TABLE.
,Traveling Irrigation Gun Settings (continued)
Make, Model and Type of Equipment: SAME
EQUIPMENT SETTINGS
Field No. (1) Travel Application TRAVEL LANE Wetted Nozzle Operatoring Operatoring
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are Wetted
Hydrant No(3) (ft1min) (in/hr) Width(ft) Length(ft) (feet) (inches) @ Gun(psi) @ Reel (psi) Pattern(3) Acres
22 3.48 .47 .47 154 364 245 .81 60 65.53 1.29
23 4.15 .56 .56 84 534 245 .81 60 65.53 1.03
24 2.76 .37 .37 170 714 245 .81 60 65.53 2.79
25 4.15 .56 .56 134 734 245 .81 60 65.53 2.26
26 4.15 .56 .56 84 314 245 .81 60 65.53 .61
27 4.15 .56 .56 84 524 245 .81 60 65.53 1.01
28 2.76 .37 .37 170 464 245 .81 60 65.53 , 1,81
29 4.15 .56 .56 84 224 245 .81 60 65.53 .43
30 2.76 .37 .37 170 284 245 1 .81 60 65.53 1.11
31 2.76 .37 .37 170 354 245 .81 60 65.53 1.38
32 2.76 .37 .37 170 364 245 .81 60 65.53 1.42
33 4.15 .56 .56 154 344 245 .81 60 65.53 1.2
34 2.76 .37 .37 170 484 245 .81 60 65.53 1.89,
35 2.76 .37 .37 170 434 245 .81 60 65.53 1.69
36 4.15 .56 .56 114 404 245 .81 60 65.53 1.06
r
M-T
ee atta is map prove y e se ice for field location(s).
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F(full circle), TQ(three quarters), TT(two thirds), H(half circle), T(one third), Q(one quarter).
May also use degree of arc in degrees.

TABLB%' .Solid Set Irrigation Gun Settings N/A
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field No. (1) Wetted Hydrant Spacing(ft) Application Nozzle Operatoring Operatoring
and Number of Diameter Along Between Rate Diameter Pressure @ Time @ Wetted
Line No. (2) Hydrants (feet) Pipeline Pipelines (in/hr) (inches) Gun(psi) Hydrant(psi) Acres
TIT—See attached map.
(2) Show separate entries for each pipeline with hydrants in each field.

TABLE 4 - Irriga( System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler (gpm) 110 N/A
Operating Pressure at Pump (psi) 108.93 N/A
Design Precipitation Rate (in/hr) .37, .47, .49, N/A
.56
Hose Length (feet) 1100 N/A
Type of Speed Compensation Mechanical N/A
Pump Type (PTO, Engine, Electric) Engine N/A
Pump Power Requirement (hp) 48.08 N/A
TABLE 5 -Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet. This form covers line
sizes that may not be included in this plan.
THRUST BLOCK
LOCATION AREA (sq. ft.)
2" Line '3" Line 4" Line 6" Line
90' Bend .65 1.39 2.30 4.92
Dead End .46 .98 1.60 3.48
Tee .46 .98 1.60 3.48
45' Bend .35 .75 1.20 2.67
Ground Entry .86 1.81 2.90 6.40
See - ie ice Te—c-En—i—ca-FUTuide, Section IV, Practice Code -DD.
(2) It is recommenced that ground entry blocking be approximately 25% to 33% more than
that required for 90' ells.

TABLE 6 - Z el Time Per Zone
ZONE PULL LENGTH HOURS ZONE PULL LENGTH HOURS
1 800 5.25 19 1020 6.58
2 900 5.85 20 1030 6.64
3 880 5.73 21 1030 6.64
4 700 4.64 22 280 1.76
5 690 4.58 23 450 2.22
6 660 4.40 24 630 4.22
7 950 6.15 25 650 3.03
8 940 6.09 26 230 1.34
9 300 1.62 27 440 2.18
10 140 1.26 28 380 2.71
11 200 1.62 29 140 .98
12 250 1.42 30 200 1.62
13 420 2.10 31 270 2.05`
14 170 1.44 32 280 2.11`
15 200 1.62 33 260 1.46
16 150 1.10 34 400 2.83
17 500 3.44 35 350 2.53
18 1020 6.58 36 320 1.70

IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams,
Company: M. Floyd Adams P.E.
Address: P. O. Box 1098, Kenansville,_NC 28349
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs.:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes, 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. N.C. Field Office Technical Guide,
Section IV, Practice Code 430-DD.
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 50' feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters
per DEHNR-DEM Code Section 15A NCAC 2B.0200 - Waste Not Discharged to Surface Waters.

Narrative of Irri�.,ton System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the designer/supplier. Include procedures such as start-
up, shut-down, winterization and regular maintenance of all equipment.
According to the data furnished by Goldsboro Milling Company and the Qwner. this is an operation that contains 16 buildings
with a capaci1y of 11,520 Feeder to Finish animals. The annual plant available nitro en PANproduced by this particular
operation will be 26.426 ounds.
This system ia dgaigned to effectively wet 76 acres of land. As usual m re land will be receiving water but is not counted in
the total "wetted acres". The system contains 1 940 LF of 6 inch PVC (SDR 21 with 31 _hydrants. There are 36 se par
zones from these hydrants.
Care should be taken when starting the pmp unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this rocess the motor m's should be slowly increased to obtain the desired system pressure. Failure to allow the
=trapped air to escape before increasing the motorspeed may cause damage to the system. ,
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motorspeed to idle and then
shut it down.
All regglar and seasonal maintenance should be perfonned according to the manufacturer's recommendations. Pumps and
travele s�should be drained prior to freezing temperatures
m
01 � m
e�
r c

10
LEGEND
0 HYDRANT LOCI
0 PUMP LOCATIO,
0---o 6" PVC MAIN
7Z7= BUFFER
• THRUST BLOC,
1) THRUST BLOCICING SHALL BE PROVIDED AT ALL BENDS,TEES,DEAD
ENDS AND OTHER SPECIAL FITTINGS WHI
oi VWIE
2) MAINLINE PIPE AND LATERAL Sly
SHALL BE BURIED To HAVE AT (SDR 21)AND
% ve
Z
12273
0 Y D N'D'F 0%
Prepared by: M. Fl2J-'KtlVWV;.E.
Date: July 2. 1997

CLAIRE KALMAR CALCULATIONS
�- PRECIPITATION RATE:
Precipitation Rate (PR) _ 96.3 x Q x 360
3.14 (.9 x r)2 K'
Q(Flow Rate) = 110 gpm
r (Radius) = 122.5 feet
For Are of 270°
96.3 x 110 x 3.60
3.14 (.9 x 122.5)2 270
PR = .37 iph
For Arc of 215° PR = .47 iph
For Arc of 205° PR = .49 iph
For Arc of 180° PR = .56 iph
TRAVELER SPEED:
(calculations)
Speed = 1.605 x Q x 360
p d x w are
S = Traveler Speed
1.605 = Constant
Q = Gallons Per Minute
d = Application depth
w = Lane spacing
For Arc of 2700
S = 1.605 x 110 x 360
.5"x 170 270
S = 2.76 ft/min
For Arc of 215° S = 3.48 ft/min
For Arc of 205° S = 3.65 ft/min
For Arc of 1800 S = 4.15 ft/min

TOTAL DYNAMIC-HEAD:
(calculations)
NOTE: To account for the Total Dynamic Head the friction loss in the mainline as well as the
traveler hose must be accounted for (see the below calculations)
100 1952. Q 1.852
Fl = [.2083( c ) (D 4.8656)(1 00)].433
K = Friction Loss
Q = Gallons Per Minute
D = Pipe Size
L = Length of Line
e = Pipe Coefficient
Mainline Calculations
6 " Manx
100 1852 4401,852 6180
F1 = [.2083(150) ( 64.8656 �( 100 )].433
[7!87J.433
= 33.72 psi loss
Traveler Hose Calculations:
100 1852(1101.852 1100
F1 = [.2083(150) `3 6a.8656)( 100 )].433
[12.771.433
5.53 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
60 psi(spk pressure) + 5.53 psi (traveler hose loss) = 65.53 psi (traveler pressure)
65.53 x 2.31 = 151.37 '
Mainline Loss. = 77.89 '
Elevation Within Field = 5•00 '
Suction Lift = $•00 '
Fitting Loss = 5•00 '
5% Factor = 12.36 '
Total Dynamic Head (TDH) = 259.62 ' 11239 psi
Head at Pump = 251.62 ' - 10M pa

BRAKE HORSEPOWER
(Calculations)
BHP Q x TDH
3960 x EFF
BHP = Brake Horse Power (hp)
Q = Flow (gpm)
TDH = Total Dynamic Head (ft)
EFF = Efficiency of Pump
BHP = 440 x 259.62
3960 x .60
BHP = 48.08 hp
1

CONCRETE THRUST-BLOCKS:-
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 150 = 7380/1500 = 4.92 sq ft
45 deg elbow 26.7 x 150 = 4005/1500 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 = 3.48 sq ft
Grnd Entry 63.9 x 150 = 9594/1500 = 6.40 sq ft
For 4" PVC Pipe
90 deg elbow 23 x 150 = 3450/1500 = 2.3 sq ft
45 deg elbow 12.4 x 150 = 1860/1500 = 1.2 sq ft
Tee/Dead end 16.2 x 150 = 2430/1500 = 1.6 sq ft
Grnd Entry 28.8 x 150 = 4320/1500 = 2.9 sq ft
For 3" PVC Pipe
90 deg elbow 13.9 x 150 = 2085/1500 = 1.39 sq ft
45 deg elbow 7.51 x 150 = 1126.50/1500 = .75 sq ft
Tee/Dead end 9.80 x 150 = 1470/1506 = .98 sq ft
Grnd Entry 18.07x 150 = 2710.50/1500 = 1.81 sq ft
For 2" PVC Pipe
90 deg elbow 6.45 x 150 = 968/1500 = .65 sq ft
45 deg elbow 3.50 x 150 = 525/1500 = .35 sq ft
Tee/Dead end 4.56 x 150 = 684/1500 = .46 sq ft
Grnd Entry 8.58 x 150 = 1287/1500 = .86 sq ft

VELOCITY:
(calculations)
V = Q x .408
D2
Q = Flow Rate (gpm)
V = Velocity (ft/sec)
D = Diameter Of Pipe (in)
For 6" Line
V = 440 x .408
62
V = 4.99 ft/sec
L

1
� 1
•
Z�
Figs •e t . sample of different arraigements for thrust blocks.

• .. .'.Z r9yi:
THR USTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to-a wider load bearing surface. Thrust- ,
hlocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
i� ips, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, llne_pressure, type of fitting, degree
of bend and type of soil. In most-cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Dead End 900 45° 22'/2°
Pipe Line or Tee Elbow Elbow Elbow.
1 1/2" 2.94 4.16 2.25 1.15
2 4.56 6.45 3.50 1.78•
21/2" 6.65 9.40 5.10 2.60
3 9.80 13.9 7.51 3.82
31/2" 12.8. 18.1 9.81 4.99
4 16.2 23.0 - 12.4 6.31
5 24.7 35.0 18.9 9.63..
6 34.8 49.2-� 26.7 13.6
8 59.0 83.5 45.2 23.0 - -
10 91.5 , 130.0 70.0 35.8
12 129.0 182.0 98.5 50.3
STEP 2. Determine the bearing'strength of the soil from the table below: .
Soils and Safe Bearing Loads Lbs: Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000 -
Coarse.and fine compact Sand 3,000
Medium Clay-Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area neededN
pertain Teed and Installation
Code 40-22-16H
-J1 R5 2-15

MANUFACTURER'S CERTIFICATION
GASKET -- JOINT
PR200, PR1605 PR125 and ~PR100 PVC PIPE
This is to certify that the products herein r+eterred to and manufactured byNORTHAMERICAN PIPE CORPORATION
meet or exceed the requirements of the pertinent standards and regulating agencies es Mdreated:
MATERIALS "— PVC mateHals used in PR200, PR160. PR125. and PR100 pipe. manufactured try
NORTH AMERICAN PIPE.CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVC compound with a cell classification of
12454-13; the established hydrostatic-design-basis (HD13) rating is4,000 psi at 73.4at: (23`Q• The Standard
Thermoplastic Pipe Material Designation Code is PVC 1120_
PI ICE — Physical dimensions and tolerances of PR200, PR160, PR125 and PR100 pipe,manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirements of ASTM Standard D-2241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Belled-end PR200,PR180,PR125,and
PR100 pipe made forgasket Joints by NORTH AMERICAN PIPE.CORPORATION,meets the above specifications
including ASTM D-3139. white is the standard color with blue optional.
GASKETS AND LU BRi CANTS — Gaskets and Lubricants are compatible with the plastic
material in NORTH AMERICAN PIPE CORPORATION pipe and in combination with them will not adversely affect
the potable qualities of the water. Each gasket is factory installed In bell-end pipe. Gaskets and joints meetlall
requirements for performance as spedf ied in ASTM D-3139 and F-477. All NORTH AMERICAN PIPE CORPORA-
TION gawets are factory Installed and have a steel reinforcing Ling. (Locked-in)
FITTI NGS—Gasketedtlttings,supplied bYNORTH AMERICAN PIPE CORPORATION,meetthe require-
ments of ASTM Standards, D-3139• Said fittings are approved by i 10,National Sanitation Foundation for potable
water and have wwWng pressures of 200 PSI at 73.4'F unless otherwise noted.
MARKING -- PR200, PR1 M PR125, and pR100 pipe, are marked as prescribed In ASTM Standard
D;2241 Le.nominal pipe size,type of plastic OMe material.pipe dimension ratio.pressure rating.ASTM specification
designation number,manufacturers name and code,and the Naflonal Sanitation Foundation seal for potable water.
I N P LAN T T EST I N C - Per ASTM D-2241:
1.Pipe shall be homogeneous throughtnit and free from visible cracks,hotel,fo reign inclusions,and other defects.
2. Wall Thickness,Outside Dlameter, and Ovality-Once per hour. Method: ASTM D-2122.
3.. OUICK BURST- Every eight hours Method: ASTM D-1599.
4. FLATTENING-Every eight hour& Methgtx ASTM 0-2241 6.5.
5. IMPACT- Every eight hours, Method: -ASTM D-2444.
B. EXTRUSION QUALITY- Every eight flours. Method: ASTM D-2152.
T. SUSTAINED PRESSURE-Twice per year. Method: ASTM D-1598-
POW a _.

[PS CLASSES Pvc GASKET PIPE -.
ASTRA D-2241
(t uantity figured on 20 ft. length$
PR Ift grin a1
wo;ght pk undin
Str-0 Dlailleter Wa11 0o Fwt bundle Tructdoad T' ^raad
2%" 2$75 .070 Pieces FOOta _
'� t88 12 232
3 3.500 .t785 .�0 1� 44.640
12 1,50p 3_0,000
a.500 .109 1.ap0 76 42
6.625 812 48 240
.161 2.175 14 4014 392 7.840
4�T4
8.. 6.fie�5 210 3.681 24
2 '24
2Q13T8 840 242 4,
18
4020
15 .2215
10" 10.75D 282 __ 5 12
12'• T2 iqt �
12.7W .310 8.1s4 8 Sao 98
1,9t30
4 204
6 6Q6
3 $@8
gR 125 SOR 3z
ouwe :eight Pieoe6 Bundles Trudtioaa.
Sim Oiean�r Wa8 _ Per Foot 81u�lte Tiuddp8d Plebes
2•� 2375 .073
34B
259
2875 .5� ma 12 3 108 62,180
3�. t2
�•• .�--- t88 3- 44940
.10t3 Tb7
125 12 1,5w 30.000
60, .138 -�� 76 18 912 18,240
,• 4a62,5 28 1262S g92 74M
- .POd Z720 14 14
6�. 825 .2b5 4.514 24 4024 242 4A W
i8 2618
20 4020
15 2015
.380 7.225 12 12 144 ZAN
t2" 12.750 .3$2 10.182 ti see 98 INC4 204
5 Give
a 2t'l
PR 160 SDR 2
o wed- P BUMdtft Tnrddozd
sin ter Walt Per Foot emps 1 r1 t4oed ROOM 1.900 .0T3 274 24 4.672 57,448
.. 2 375 .09T .426 1 259 12 3,10$ 82l60
2w- 2.675 Aid I AV 195 12 2232 44.8'W
3" 3" _ice Am 125 12 1.600 5+0.000
4" 4 600 179 1.549 76 12. _ 912 16.240 6.. 256 3371 28 120213 392 7.840
14 4014
8.. 8.625 .332 6.731 24 4424 242 4.640
16 2018
20 40M
15 2®15
1a•' W750 .413 8540 12 12 144 2.M
t2" 12.76A 8" 98 1,980
- 3
pep*4 4tibbs also*A*b cuss alo alooept for WaT 7btgtrressee and WaWm Per Focx

i A .. ° +�
1
LMGE DIAMETER IRON-PIPE STANDARD 0.D. PVC PIPE
• NAPCO is expanding Its line of IPS O.D.PVC pipes ■ Bucked by NAPCO experience in Large diameter
to 14'. 16",&18".._ PVC supply lines,force mains, irrigation Sygterna
A NAPGO PVC Pressure Pipes with pressure rating of a The deep t ells of the NAPCO pipe joint whh locked
200 PSI(SDR 211160 PSI(SDR 20).126 PSI(SDR in gaskets provide unmatched performance,proven
32.5)and 100 PSI(SDR 41). in years of large diameter pipe servim
e N.S.F. listed compound and pipe for potable water
applications. I PS CLASSES PVC GASKET PIPE
ASTM D-2 241
(Oventity figured on 20 R. lengths)
I. P.S. O.D. PVC PIPE
SDR 21
Outside weight Feet Per Feet Per
Size Diameter Wall Per Fo01 Bundle Truckload
14" 14.000 .667 18.770 120 1.440'
161, 16.000 .7G2 24.838 120', 8t3', GO`, &40' 1,20'
18" 18.000 .867 t� 31.424 120'. 80', 600. &40'
SDR 26
Outside Weight Feet Per Feet Par
Size Diameter ` Wait Per Foot Bundle Tnictdoad - -
14" 14.000 rw 15.315 J 120, 1,440'
16" 16.000
.615 20.248 120', 80', WS, &40' 1,000'
1 t;" 18.000 .693 25.831 120', 8W, 601, & 40' 1,000'
SDR 32.5 _
Outside Weight Feet Per Feet Per
Size Diameter Wall Per Foot Bundle Truckload
14" 14.000 .431 12-344 120 1'440'
16" 16.000 A92 16.335 120', 80', W. &40' 1.000'
18.9 1$.400 .554 20.M 120,.80',601, &40' 100',0
SDR 41
tside weight Feet Per Feet Per
Ou
gig pielakler wall Per Fool Burdit Tn,ddoad
9.857 120' 1.440'
14" 14.000 .341
16" 16.000 ` .'J90 M038 12a', 80'. 60'. &40' 1,000' i
18'• 18.000 .439 16.510 12A', 130',8Q'. AL 40' 1,000'
Page a

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

flo-in REE RAIN
Model•Selectio� n Chat
Reel Rain offers a wide selection of
models to choose from. With hose sizes
: ranging from 3"I.D. to 5"I.D. and lengths
from 850' through 1500'.
A wide variety of drive systems including
.: � - ----- Water Turbine; Slurry Turbine, Gas
Mechanical, and Gas Hydrostatic are
available on most Reel Rain models.
Your Reel Rain Dealer can match the
correct model and
S;' r•. r _� .mn� drive system 10 IPA 14011B5
satisfy our critical '
• ° . ; _ _ ,; , y Reel Rain
in
needs. �� Ii
IRRIGAT SYSTEMS
F,- E- kl .,)F 0 R Am '--o A-�
V1 �l
kTI'
I Typical I Time For
i Nelson Gun
Hose Lane No. of Acres Flow Rate I One Pull Applying &
Model Length Hose I.D. Spacing Covered i __(G.PM.) 1" of Water(hours)
Number (feet) (inches) (feet) in One Pull Turbine. Gas :Turbine. Gas I Pressure
3500 970 5.0 360 9.18 1 920 1060 1 4.5 -4.1 SR200/80PSI
3450 1300 4.5 I 320 10.47 i 615 675 7.7 7 0 SR200/80PS1
3400 _ 1500_ 4.0 ! 300 11.14 •4_25 465 11.9 10.8 SR200/80PSI.
245OU1450L 1050 4.5 1 330 8.94 670 770 6.0 5.3 SR200/80PSI
2400U1400L 1250 _4.1 320 10.11 470_ 540 9.7 8.5 3 SR200/80PSI
1375XL ? 1100 u 3.6 280 7.78 382 418 9.2 8.4 SR150/80P5I
13Z5 125_0 3.2 240 7.41 266 290 12-6 _L
SR150/80PSI
1033 850 3.3 260 5.68 360 400 711 S 115018OPSI
1030 965 3.0 240 5.84 260 280 10.2 SR150/80PSI
--- 3000 Series 030 Series
- -
,�=
ANrEx�c�xhrAnEQUll=
AT ITS BEST
----j•xcuarxs.:a1 .._ae�ic•�:�ra:::ct�,r J
1100 Holland Road.- Suffolk,VA 23434 1701 S. Slappey Blvd./Albany,GA 31706
Telephone [phone] /Fax[phone] Telephone [phone]/Fax [phone]
AMADAS INDUSTRIES whose policy is one of continuous improvement.reserves the right to change
specifications design or price without incurring obligation.

JONN DEERE
loram,.•+ :; � �F�r i'� ,�.
'` �� � r J -Lr ` � :� t L�-. � �� t yt� e'er•',• `
77 _ [
JA
• • •• :1 • • •/ // • -_- ---
MOME
oil ON
MO
--_--_--
•• • • • • • •.• .•• --- WEN--
• • •• _ • .•• • •• -001-s ----
• • ••• • • • •• • _• • •• • --- -_----
•• • • •. • ON --------
• • • ON --__--- .
----_----- ,
NO -_
100 �9�

Features and Benefits
Rugged one-piece cast-iron block ALAL
• GCnCrOuS internal webbing provides sturdy engine structure-
• Crankshaft well suppor�ed by five main bearings
Replaceable wet-type cylinder fin ers
• f'ro�rdc excellent heat rissipation.
• _i•n11 if ugally r,asi.i n eoslon machined for long lif,
Three-ring low-friction pistons �-
• ;C f high gr,-i<I .n; uric a110'd Fritrt ex(en5i�+e rtir:r;�i,:itJbi: ;
• High ring piston. ring design increase,, fuc_i •.'conOaty P
and improves cold 1••:eaW.er starting.
Free-breathing cross-flow cylinder head s
• PrOVOCS unrestricted air flow For better operating of Iiciency.
• Integral intake manifold eliminates gaskets.
• Low heat rejection to coolant.
Contoured valves and valve seats
• Design reduces intake and exhaust restrictions for better
breathing.
• Valve rotators ensure constant cleaning of valve seat area for
;onger life and cooler operation.
• Valve stems chrome plated for long life.
• Replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat-treated high carbon steel for maximum
strength.
• Journal surfaces induction hardened for significantly increased
( ..ear life.
Forged steel connecting rods
• 45-degree connecting rod.cap joint design allows use of larger General Specifications
crankshaft connecting rod bearing for increased durability. Eli_ne Model . . . . : . 4039D
Fuel system NL:-,'ber of Cylinders . . . . - . . . . . . . . . . . . . 4
• Features rotary injection pump:with mechanical governor and Drz::.acement . . . . . . . . . . . 3.9 L(239 cu.in.)
electric fuel shut-off solenoid. Bc. _and Stroke . . 4.19 in 4 3 3 in (106.5 mm x 110 mm)
• Cam-driven mechanical fuel supply pump. As it ation . . . . . . . . . . . Naturally aspirated
• Edge-type fuel filters in 9.5 mm injectors effectively prevent noz- Cc-, to Type In.line 4 stroke cycle
=1e plugging. Cc"':'�ession Ratio . . . . . . . 17.8 to 1
. . . . . . . 33.2 in.(844 mm)
Optional auxiliary drive Wic:I.. . . . . . . . . . . . . . . 20.4 in.(519 mm)
• Rated at 50 hp(35 kW)intermittent. He:zht . . . . . . . . . . . . . . 32.2 in.(818 mm)
• SAE A and B flanges available. We=nt(dry). . . . . . . . . . . . . 929 lb.(422 kg)
DEERE POWER SYSTEMS GROUP
PO Box 5100
tvacerroo.la-50704
rei 1319)292.6060
3 13191292.5075
JOHN DEERE SARAN
a r 13
= 01 Fleury Les Aubrais—France
r3 31 38 82 60 23
= +• 1 3 31 38 82 60 00

BERKELEY PUMPS .CURVE 4117 '.
DATE 6-1-72
TYPE "B" RATING CURVES PAGE
SUPERSEDES- -
-
ENGINE DRIVE curve 4117' Pa a 1.01
o Dated'1-3-72
c_: Mal-W C.I. ►ML al.. H-1928 M.e1L Na H-1928 VAR 10Y5 R.P.Y. - Gyelw
T.O.S.L.br 1r.M,
IRw.R«: Mat-W C.1. P.tLoic L-3076 M.al.Ns L-3077 a.. 13_1/2" FULL ...bwla•f.-
550 MAXIMUM wo.tING'PRESSupc 247 PSI _ - - wf� 30
11�r .5.. _ i.' }.... -
F.
1 -
..
:
10
450 — �" ,
:
x
:.......... ........_.r..............._ _... .: ... ....... ... _ .
2600 RPM .:.. . -
.. :...:.:::.. !{ti
4� ,
i _... _
.r.
It 350
._........ .......... .._..:. ...:.;.-:-..._....... ...
. :.�.+
.. ... .....
2200 ......_..__... . r _ ..;.
W 300 .,.:. _
o
i250 ......:........_..._. _. .:. t - . ' ' .:-;-.c_ i.�.i_ ..r. _r; LT
:�.' ..T.. :.,::_��
_T.H00 filhl_W: } }• ' I
200 _. 1 _
•n6o0 l.f. _e.. r � I. __.3. f
150
..9M_._ :»:::l:x: rT e L i d1.:-�:-Tie-{} !• i 'f.• All
.
4.
...... _ _ :s. _r1�:15..!L I i _.i. .Y:�::� +•' .1 4.{ _ _ .__ . t. }t.j..:. .._y.T. .4} R"Mu
TOSL
0 . _ :. ..... ..t._. :., :' 250 300
1...'350 400 450 -S:a 550, 600 650 700 750 eoo 850. 900
0 50 00 50
CAPACITY IN U.S.GALLONS PER MINUTE B 2 2 J Q BL
C-7045 eased•^ T-2505 S...r..d.. C-7045 O.,w -11-71 Dow 12-22-7' MODEL
Yaeh.NO. H-1 VARIOUS R.P.Y. - �
G..: Ma.Ad C.1. PafL No.H-1928 938 T.O.S.L.br ir..e W-ta■1
Lnpall.r: M.1.fI.I C.1. Pa11.me.L-3004 MaOh.No. L-30j9 Dla. -1�2" FULL _ ...I...I EO•F•,".:.
30
550 MAXIMUM WCRK ING PRESSuiE 247 PSI - -
t....... :..:.....
um
20.:.:.......
ru
i .. ....:...I - - -
la
'1' 10
z
5 •}.
S
,
400 42400 RPM..... T ;t
t 1 s
_ r.
z 350 ` T•j: .:_: i.�:.}�:`- i.,.�::. _ _ .�, t ,�';:; - z _` ��T ..iT
, 1
_ _.,._....._..._ 1 I
O '.206d.RP1A::_ a_.1.i.. j :f:�': ::.F:t:. }` .i.t - ...,.._... .. _ �i 1•.i._. �:,..
_.:._.. .
f. `.
:..:.
.. .. - •` _:
200
..... _ - 1 -i
__..
.. 1
...... .... 'Y"f'
- _ _ .. r :f t.::.: 1.�. .T
:.
t .,_'
. ......_... -:. .
510 _........:..._... ..._._.... - - - - - _ TOiL 1_'
� ,o0 150 200 2yD 3A0 350 400 450 500 550 600 650 700 750 WO50,
CAPACITY IN U.S.GALLONS PER MINUTE 10-27-71 M®DEL B 24 J Q B M
C-7046 e...do. T-2804 s.P....d.. C-7046 D,a.. 9-3-71 Da" B1211

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 Iwear 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 .
I� 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

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United States Natural Resources P. O.Box 277
Department of Conservation Kenansville,NC 28349
:= Agriculture Service Telephone [phone]
•
February 9, 1995
Ms. Claire Kalmer
409 Cgle Drive
` Hampstead, NC 28443 -
Dear Ms. Kalmer:
Enclosed is your copy of a wetland determination for tracts 1895 and 1896 on which you
indicated your intent to clear some land. The attached map has been delineated to show the
area(s) in question. Each area to be cleared has been identified with a symbol to denote its
classification. Below is an explanation of the various symbols that may pertain to your map.
x NW- Non wetland-Area is non wetland and can be cleared and utilized without
v iolating Farm Bill. This determination of non wetland is only for Farm Bill purposes.:
F You may still need US Army Corp of Engineers and Division of Environmental
Management determinations before clearing. The Natural Resources Conservation
Service does not have the authority to make wetland determinations for these other• two
agencies.
x W - Wetland - Area is a wetland-and should not.be cleared for any reason if you
awash to remain eligible for USDA programs, receive NRCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management -
(DEM) regulations. Any exceptions to this statement should be in writing from the: • _ _ : _•
Natural Resources Conservation Service prior to clearing land.
(� `x HEL-Highly Erodible Land - Area is.highly erodible and should have-a '. =
conservation plan developed prior,-to producing an annual row crop in order to remain
-.eligible for USDA programs. The'area that is-highly,erodible is on the steep sideslopes on
tract 1896.
This determination is only for the area delineated on the attached map. If you plan to clear
more acreage than that shown on the map, you should request another wetland determination for that area.
I have tried to. make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely, f J
Michael E. Sugg
District Conservationist
The NNurwt Resource r �wjvction Scrvicc.
foemedy the SoR Comer,-
is Stah of t
Uaitk ed he
Sutra Deputntettt of Ali- AN EQUAL OPPORTUNITY EMPLOYER

J-1026 j06.07.91, UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved-OUS No.0560-0004
HIGHLY ERODIBLE LAND CONSERVATION (HELL) AND WETLAND
CONSERVATION (WC) CERTIFICATION yS
1. Name of Producer 2.Identification Number 3. Crop Year
TL
- YES NO
- 4. Do the Attached AD-1026A(s) list all your farming interests by county, and show current
• A SCS determinations? If"No".c-ontact cow•Countv ASCS Office before completing this form:
s L, S. Are you now applying for,or do you have a FmHA insured or guaranteed loan? v • ,
6.. Do you have a crop insurance contract issued or reinsured by the Federal Crop ✓
•• `; `y�y Insurance Corporation? -
.. :•:x: 7. Are you a landlord on any fann listed on AD-1026A that will not be in compliance with t/
HELC and WC provisions'? '
Has a HELC exemption been approved on any farms listed on AD-1026A because the „f
landlord refuses to comply'?
."" 9. List here or attach a list of affiliated. persons with farming interests. SQe:reverse for an, .,.d.
•;,
explanation. Enter '.'None", if applicable.
.-v;. ;.
If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A. -
During either the crop year entered In item 3 above,or the term of a requested USDA loan:
YES NO
10. Will you plant or produce an agricultural commodity on land for which a highly erodible ,.-
land determination has not been made?
11. -Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining,dredging, filling,or leveling or any other 1/
means after December 23, 1985?
12. Will you,or have you since November 28, 1990, made possible the planting of any crop,
pasture,agricultural commodity,or other such crop by: (a)-converting any wet areas by
draining,dredging, filling, leveling,or any other means,or,(b) improving,modifying,or
maintaining,an existing drainage system? -
13. Will you convert any wet areas for fish production, trees, vineyards,shrubs, building
constru n,or other non-a ribultural useR
"YES"for any one of these items,sign and date in item 14 below. Circle the applicable tract
If answers to items number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11,12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO"for all of these items or SCS determinations are complete,complete item 10.
I hereby certify that the above information,and the information on attached AD-1026A s, is true and correct to the best of my
14..Signature of howl g befiet, c '7y yy
nAin
Producer '�-�'• C. ^'" --�
' Date Referred Signature of ASCS Representative
15.Referral To S Enter a J if a SCS determination is needed because Fkl /- /
(Completed by ASCS) -Yes'is answered in item 10.11, 12.or 13. Z�7-5rf Qst,[7 !NI
NOTE: Before signing in item 16, Read AD-1026 Appendix.
I hereby certify that the above Inlorrhation,and the Information on attached AD-1026A's, Is true and correct to the best of my
F_ knowledge and belief. It is my responsibility to file anew AD-1026 in the event there are any changes in my!arming
operation(s). In signing this form,I also certify that I have received and will comply with the compliance requirements on
AD-1026 Appendix.
rv: Signature of
Producer BOB"~ Date
17.Remarks:

SCS-CPA-026 1. Name and Address of Person 2. Date.of Request
/GHLY
tion Service (June 91) Q
3. County J,�
ERODIBLE LAND AND WETLANDJ / /� _ERVATION DETERMINATION /�_i'r� f f�a�+' C -��`t3
me of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
SECTION I-HIGHLY ERODIBLE LAND r
e FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land dete urination? Ye No❑
7. Are there highly erodible soil map units on this farm? Yes No Q • ' `°' �
8. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
crop year during 1981.1985. _ --
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and, f ( 8 9 {' itl'f P rot s,deaf c
'according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not lL14 t 3d r
enrolled in a USDA set-aside or diversion program. _
10. This High1.Erodible Land determination was com feted in the: Otiice Field❑ W
MAIR
SECTION I -WETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Yes [ No❑
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Well Pasture(FNfP).. `x: (�`�6•W1 3'1,:0 ±
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be -''. =:- '==~°' el'
farmed and maintained in the same manner as they were prior to December 23.1985,as long as they are not q
abandoned. T 11 C S 1 2 O
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23.1985. The use,management, -•
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment. '-
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject ;7�s
to the wetland conservation provisions.
15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
at the time the minimal-effect determination was made.
-~ litigation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland f
nverted between December 23,1985 and November 28,1990.
17. Restoration with violation(RVW-year). A restored weUand that was in violation as a result of conversion after
November 28,1990,or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation(RSW). A restored wetland converted between December 23,1985 and
November 28,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the -
wetland has been restored.
21. Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Welland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs, '
Cranberries.vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were convened as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA. -
26. The planned alteration measures on wetlands in fields - are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
27. The wetland determinatlon was completed in the office fieldVI and was delivered❑ mailed to the person -
28. Remarks. A%..o c J Ctr$ ��r a K.t ti17 r+T , (�J 2?-L AW D R-A-EA,f r-CAf(CP -a `Refer to Attached Map For Areas
�,� s+� s,t1�ft� Covered ByThis Determination'
-certify that the above determination is correct and adequare for use in rh ern nin,Q 30. Signature of SCS District Conservationist 31. Date
eligihiliry for USDA program beneftrs,and that wedund hydrology.lrydrir soils.and r
hvdrophytic vegetation under normal circumstances exist on all areas outlined as i 1
Wetlands.Farmed Wetlands and Farmed Wetlands Pasture. zp
Assistance and programs of the Soil Conservation Service available without regard to race,religion,color,sex, or handicap.
SCS C<.ff

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Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H.0217(a)(1)(H)(xii)this form is official notification to the Division of
�. Water Quality(DWQ)of the transfer of ownership of an Animal Waste Management Facility. This form must be submitted
to DWQ no later than 60 days following the transfer of ownership.
General Information: NOW FiWm NAnAr-S kALMA Z It, uG
Name of Farm: G`1rV1CW4A FA%m NaI Facility No: 31 - 856
Previous Owner(s)Name: Ct-A 1¢f kDLrNAIZ Phone No: 910.270-g606
New Owner(s)Name:._ kALMAR 11 , 1-LC Phone No: q 10-270-006
Mailing Address: 444 COLS VZIV0 VAM'F;T-CA17, NC ZW3
Farm Location: Latitude and Longitude: 360 041 54,I 1 700 03# 64" County: D1AF-L1 tJ
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost,etc.): TRAV94416, 4014" .1_ AI NWy 50 FROA4 FA f14FU4 Lf F-r.ON NCy_F 135�
A*10 f K(. AppffgtIMAI r tlf 6.0 PAIL04 . FAIZM IS WCA'rG'17 im 5ok.TN QtsAyVA#Ir of
INtt Gyoij of W099 iS54 Muv -
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑Wean to Feeder ❑Layer _ ❑Dairy
(KFeeder to Finish _ ill 1 520 ❑Pullets O Beef
©Farrow to Wean
17 Farrow to Feeder _
❑Farrow to Finish __ _ _ _ Other Type of Livestock:_ Number of Animals: _
17 Gilts
D Boars -- -
Acreage Available for Application: 1_46.6 t Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity: '3,*•7'F,6$S Cubic Feet(0)
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 Water
Quality(DWQ)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 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 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 filed 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 DWQ or a new certification (if the approved plan is changed) within 60 days of a title
transfer.
Name of New Land Owner: kA L►N AIR 11, LAG
Signature: �p1s^r� s .~ k4e�_(:Y-rst-+.mot - Date: -
Name of Manager(if different from owner): 1,11g r
Signature: _ - Date:
Please sign and return this form to: N.C.Division of Water Quality
Non-Discharge Compliance/Enforcement Unit
1617 Mail Service Center
►ZAL.C(bN, Ne- 2-16g4-t617 August 19, 1997

Animal Waste Management Plan Certification
(Please t e or rint all information that does not require a signature)
.........:------_............... .._.-
Existt Or =�1`IevtU or ::: Ex andetl lease ctrrle nne) i
General Information:
Name of Farm: cAmra(A 1cArM nto. 2 Facility 7 y No: _.31_--fir _
Owner(s) Name: Ct,c,ITE KP,LMAR -Phone No.910- Z7a- 9(.a
Mailing Address: 402 Cac.c- PRTYE HA►w PZYGAD ric Z844
Farm Location: County Farm is located in: DQ e'Cr_'4
Latitude and Longitude: 3-Se' 64' 94" / 786 _03L 54! Integrator: Got.Dsagao Eby F'ARM5
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑Wean to Feeder ❑Layer ❑ Dairy
Feeder to Finish it-SZO ❑Pullets ❑Beef
❑Farrow to Wean
O Farrow to Feeder
❑Farrow to Finish Other Type of Livestock:. Number of Animals:
O Gilts
❑Boars
cindirr Operation Onl
! . 3
Pri vious Des! 1F.Ca 0ey
Acreage Available for Application: 11+0. Required Acreage: 1193.11 W g47A ar
Number of Lagoons/Storage Ponds: j Total capacity:327 a Cubic Feet(ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
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 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 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
filed 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 DEM or a new certification (if the approved
plan is changed)within 60 days of a title sfer.
Name of Land Owner :
Date:
Signature:
Name of Manager(if different from Wner): Date: ` 4
Signature:
AWC -- August 1, 1997
1

III. Certification of Installation
A) Collection Stora a Treatment Installation
New ex anded or retrofitted facility (SI)
'-- Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
At-" BAR
Name of Technical Specialist(Please ••� �� ft MIS
Affiliation �:' OIL
ate Work Completed: lz([:VQQ
Address enc A
( g Y)= iZt 4 Phone No.: 910-Z%-trio
Signature: Date:izlt8taa
B) Lat>d PProPreat ation Site (WUP) �'�ietst O i�►�'4°���.,
The cropping system is in place on alI tatid 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 the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilization 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): AWK& H. tr rT tcs
Affiliation MAXWfi-+-Foovs, ruc J&Twsao�r4o&FkVF-4s Date Work Completed:
Address (Agency): ro laox i mooq Phone No.: 'Tlq-7t8-300
Signature: Date:
This following signatu ock is only to be used when the box for conditional approval in M. B
above has been checked.
I(we)certify that I(we)have committed to establish the cropping system as specified in my(our)waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar.days following the date specified in the conditional certification. I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
Name of Land Owner: -
Signature: � { '
�' ate:
Name of Manager Q differpt fro wner):
Signature: Y Date: l AWC -- August 1,1991 4

TS J.O.H 897.01
Animal Waste INIanagement Plan Certification
(Please tvpe or print all informatior that does not rcuuire a sienature
ExMn ar New or.",,�"T .......
General Information:
Name of Farm: L"k•2Z_64_11-9 lye Z Facility No:
Owner(s) Name: K�61194 2 Z LL(f - e6ELX�Vq Lam.XI• Phone No:
Mailing Address: tAP lqk Dr. •X —Zee Z-/17/
Farm Location: County Farm is located in:
Latitude and Longitude: A/ 06/­ ' Integrator:6U_2 4_4__o kzel '15-194t
Please attach a copy of a county,road map with location identified and describe below (Be specific: road
names, directions, milepost,etc.)- 3.'57,,2,11 15- - 0 10= �S lelvu 04 -5,VJe el7
Operation Description:
Type of$wine No. of Animals Type of Poultry No- cfAnimals Type of Cattle No.of Animals
0 Wean to Feeder 0 Laver C1 Dairy
)i&eeder to Finish U C3 Pullets 0 Beef
•Farrow to Wean
•Farrow to Feeder
•Farrow to Finish Other Type of Livestock: ,1A9,11Z- Num 0 ' :ma
•Gilts
•Boars
. . .... . ........ ..
.. .. .......
. ...........
A
Acreage
Available for Application: Required Acreage: L'10_19 4,6 bill
Number of J,—ajwm/Storage Ponds Total Capacity: 7-2 7.2 b-cubic Feet(0)
Are subsurface drains present on the farm: YES or<0 (please circle one)
If YES.are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
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 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 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
filed 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 DEM or a new certification (if the approved
plan is changed)within 60 days of a title transfer.
Name of Land Owner :
Signature: I �(cIi-, t �- Date:
Name of Manager(if different from owner):
Signature: Tl HAL% O') n".
;Lc Date: /I
AWC -- August 1, 1997 v 1

WTS J.O.1 1897.01
! Technical Specialist ::ertificaiion
L As a technical specialist designated by the North Carolina Soil and Water Conservatior.Com aiission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system'for the farm named above has-art-animal waste
management plan that meets or exceeds standards and speeificatiuns of the Division of Em.ironmertal Management
(DEM) as specified in 15A NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (NRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD,SI,WW,RC,1). the technical specialist should only certify pacts for which they are
technically competent.
II. Certification of Design
A) Collection. Storage. Treatment System
Check rite appropriate box
D Existine facility without retrofit (SD or WLT)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
X New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please Print): OU614 !11 . 94--DAV A � C=
AffiliationA1.de C/:Lz %c— Date Work Completed: 11 - i -
Address (Agen y): +/- C ae'ZOTaA// i. :viC, ' /Phone No.: 9
Signature: 1.c,JC Date: 1 r l
B)Land Application Site (WUP)
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization; chosen crop is
suitable for waste management:hydraulic and nutrient loading rates.
Name of Technical Specialist(Please Print): 144614 1�r(_ N A/2r AIi-}4.�-� PEE.
Affiliation V ETC e-c Sry Date Work Completed: 1 -)Z>-
Address (Agency): �04 �l r'Yl S+. l,�' /C 09401 Phone No.:4/& 7G-3•-S�%3
Signature: ` _II-=tic- L ki Date:_[1,�:��r�� V , /7r-7
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
_1 Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by INRCS.
Name of Technical Specialist (Please Print):
Affiliation 45 7,r: /EC/� �2�' G - '
C r Date Work Completed: / S7 -
Address (Aa cy}: (1i/j;'/�Tl�i✓ �5/ !J �/�� ���/G' Phone No.: = 760-6�
n —
Signature: ✓ Date: _��n 2/F /I
AWC -- AuI.ust 1. 197 2

D). Application and Handling Equipment_
Check the appropriwe hot
Z) Existing or expanding facility with existing- waste application equipment (WUP or I)
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 plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established;required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ New expanded or existing_facility without existing waste aopiication equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application 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
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
New. ex a ed. existing facility withr�ut exi�tinQ w3-te application equipment for land s2reading not usin6
gprav irri� t t�ion.- (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plait at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of-the plan). T _
Name of Technical Specialist (Please Print):
Affiliation . ��' le-4.S;vC_s jp - Date Work Completed: % _JU 32
Address (A ency): U _ �'! s !.�% 'C r+ C�/ Phone No.:
Signature: NA r J 14 Date: 11 f?
E) Odor Control.Insect Control, 'Mortality Management and Emergency Action Plan (SD.
SL WUP. RC or D
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect
Control Checklist. a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Flan are complete and can be implemented by this faNity.
Name of TechnicalSpec 1i t(Please Print): `
� �AffiliationjZ / r�4 ___�
GU,
Date Work Completed: %` ::PC
Address (As ocy): . U�� '�7 Phone No.: �=, .26 2 _
Signature: c L Date: 2 , / 7
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996,when was it constructed or last
expanded
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property 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 copy of the notice and a list of the property owners notified is
attached. _
Name of Land Owner: 1L�%i� /0 �ZAIVAi2 1_�_ u�X'2 - LZ-G
Signature: Date: i I/ c
Name of Manager(if different from owner): �:%'%�� �%�/�i�%«i✓
Signature: 1�LLE!� ;y; %r�✓ Date:
AWC -- August 1. 1997 1 ° 3

w7S J.0.11
State of North Carolina
Department of Environment, Health and Natur nI Resources
Division of Environmental Management
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
ANIMAL AL WASTE OPERATIONS
I. GENERAL INFORMATION: COPY
1. Farm's name: C'AA9��L//� /=f4,t2/Ll /t�o . 2
2. Print Owners or Sig/n�ing Official's name and title(person legally responsible for the operation and its compliance):
J
3. Mailing address: 4 co I �r.
,far),%St-e State: /J L' __-- Zip: 4/3
Y
Telephone Number:( /0 _ _ ) �I — c1606,
4. Latitude: 3 Sa—0 t :Longitude:,f.( ) 7$`- /o' of Farm(if known)
5. Farm Location(be as specific as possible including road names,directions,milepost,etc.):
3. 5 SC o-P 9ai o4 ol res7< Slde off' S)2 135L1
2 rn i. Sw Gt !2 1354 e 1304 1r742r •e o
6. Please state if this is a company;.contract or independent.grower: ^— rON T/I19 C'% _
7. Print the name of the company or contract name (if applicable): CQQ L1D5-I-�oko
S. Print!Manager's name(if applicable): �'`� t t�� JCRN!CAN
9. Print Lessee's name(if applicable): tJ 114
10. Application Date: 11 — a L4— Q7
11. County,..here animal facility is located: !`L) PL1 N
12. County(ies)where the animal waste application fields are located:_ _ ZU t1LI At
II PER-MIT INFORMATION:
1. Application No.(will be completed by DEM):
2. Specify whether project is: X new; renewal`; X modification; new but existing`w
If this application is being submitted as a result of a renewal or modification to an existing ppertnit,list the existing
permit number AW S '�S i O3 _ and its issue date ' —If this is a new permit for an existing facility. some of the questions/provisions may be inappropriate. Piease
complete as best as possible.
:. Has this facility previous)y'been approved by regulation 13A NCAC 2H .0217 as a"deemed permitted non discharge
facility."'' Yes: X No
Piea:e list the name of the technical specialist who certified the plan: _�1 /i�• /��vf �`��
r
FORM: A«'O 12/95 Page I of 16

H'TS J.0.11"7_0I
INFOR'1iATION ON WASTE:
�— 1. What type of animal operation is proposed/existing.(i.e.swine farrow to finish,dairy cattle,etc):
SWINE � iN ►s� � rvC�
2. Maximum animal population projected(number and type of confined animals per cycle,cycles per year,total per year):
00 eu 1
:.3. Volume of liquid waste venerated by this project which must be,disposed: ► gallons per day
S S gallons per month
CD 7 d gallons per year
4. Is there any other waste stream included with the animal waste? Yes; X No,
If yes.describe.What type of waste,how much,etc.(note:domestic waste shall not be added to animal waste streams):_
N A
No r41-6 LAND AP���ED uJA57'�
S. Is am•dr��wa_cte land applied on sites listed in this application.�Yes; FAQ• E
"
If Yes.please complete the following questions: n/
A. Please list the.source ofthe.dry waste: 110re-//Xrec f-Wen-1 /191,�jr c rE LG t�`er T/C /�e�r7/_S �
d B. What is the volume of dn•,_w•aste applliieed°�LS7' u_ V �/ �� �� ��� A", A
C. Identifi the nutrient characteristic the he dry waste. Please dude a cgerrucaf ar..'s the drry waste.
ar&E 477ACh'�L12 u.6t..S7 �inP�
S 5/e/n 6ZwF Fes y '/
P Are the available nutrients in the dry waste included in the nutrient management program for this fnc:'ay?
Yes: No
6. Are any commercial fertilizers used on the sites listed in this application? Yes; x To
If ves.what and ai what rate:
1'. DESIGN ItiFOR.MATION -
1. Provider.brief listing of the components of the waste management system.including dimensions,capacities,and detention
times of tanks.pumping facilities.high water alarms.filters.ponds.lagoons,etc.:
FORM: ANVO 1219- Pace 4 of 16

WTS J.O.11997.61
`V 2. Lagoon Design; (Please complete if facility has an existing or proposed lagoon for operation. Attach a separate page of
this question 2 for each additional lagoon):
a. Specify the storage volume required by the water balance: A gallons; days(required in Part lll,i):
b. Total volume of lagoon provides:, N 4 gallons;
1. Volume for sludge storage: gallons; Prd✓job �y �� �1c�'�vb��
2. Volume for design treatment: gallons; {/ofd&4 f -5
3. Volume for wastewater.storage: gallons;
How man days storage does this provide? days;
ROTE: A storage time of six months is recommended.
4. How many acre-feet is the surface area of the lagoon: _ b-, acre-feet.
c. What is the heicht of the dike/embankment at its highest point? A' & feet,
NOTE:if the dike/embankment is over 15 feet high and impounds ove. 10 acre feet of waste.a permit for fte
construction must be obtained as required by the Forth Carolina Dam Safety Law through the Division of Land
Quality.
d What is the rainfall amount for the 25 year.24 hour storm in the facility.area: inches;
Pi-ease provide data showing this.
e: What is the design freeboard for the lagoon: f>° feet.
trreeboard is calculated as one foot plus the heir t of the 25 year,24 hour storm amount)
f. Is the lagoon lined?4 Yes P No.
�. if yes.Please describe the liner.material used.etc.: A
Does the liner meet the Division's requirement of 1.0 x 10-15 cm/second permeability rate?=V- -Yes L No.
Please list the lagoon's liner permeability rate; cm/second
g. What measures are being taken to protect the integrity of the lagoon dikes(i.e.vegetation,fences to keep out animals,
etc.):
h. Please include all design plans. specifications and calculations on lagoon design as required by Pan III.b.and Part
Ill.b. of this application. A//A
3. :Name of closest downslope surface waters from the treatment lagoon: CLA 00
4. Classification of waters listed in 3 above: (as established by the Environmental Management
Commission cC specified in Part VJII of this application-This classification must be provided by the appropriate Regional
Office prior to the submittal of the application).
5. if a po%ver failure at the facility could impact waters classified as WS, SA.B,or SB,describe which of the measures are
beint implemented to prevent such impact.as required in 15A NCAC 2H .0219:
FORM: ANVO 12195 Page 5 of 16

H'TS J.U.1189741
6. The anima)waste management system must conform to the 1Jowing-buffers'. and all other hr,hcable buffers as'dcfined
in 15A NCAC 2H .0219 0)(5)J. A waste management system includes the animal conflonemert are_. tr-3,ment lagoons,
i animal waste application fields,and any other area used it,the production of the animals
a) 400 feet between a waste management system and any residence under separate ownership,public use area, church,
picnic area.etc.;
b) 100 feet between die waste management system and any private or public water supply source;
c) l00 feet between the waste management system and any streams classified as WS or B,any waters classified as 5A or
SB and any other stream,canal,marsh,coastal waters,lake or impoundment;
d) 50 feet between the waste management system excluding application fields and property lines;
e) 150 feet between any outer boundary of the animal waste application fields to any property boundary;
`. The follow, buffers became effective on October 1, I995 and apply to any new swine farm(defined as any swine farm
whose operations were sited on or after October 1, 1995 and includes modifications of existing facilities and new houses on
existing farms)as ratified in Chapter 420 of the General Assembly of North Carolina 1995 Session . Any more restrictive
buffer listed below takes precedent over buffers listed in 15A NCAC 2H .0219 0)(5):
f) 1 1,00 feet between the waste management system and any occupied residence,
g) 2,500 feet between the waste management system and any school,bospiud or church,
h) 100 feet between the waste management system and any property boundary,
i) 50 feet from any outer boundary of the animal waste application fields for the waste management system to any
perennial stream of river,other than an irrigation ditch or canal.
7. if any of the buffers specified in No.6 above'are nazi proposed to be met,please explain how the proposed buffers will
provide rcual or twiner protection of the waters of the State with no increased potential for nuisance conditions:
A
8. Are any components of the waste management system and animal waste application fieldq located in the ICO-year flood
plain? _Yes: X No.
If Yes.brief)v describe the protective measures being taken to protect against flooding.
.tip I�
9. Are am•animal waste application.fields located in wetland areas? Yes;__AX_No.
If Yes.describe the actions taken to protect these wetlands and provide a copy of the 401 certification approving the use of
the wetland of a copy of the letter from DEIvI stating a 401 certification was not required. .
FORM: ANVO 12195 Page 6 of 16

W is J.O.I1M9-'A
�- Vl. ANIMAL WASTE APPLICATION FIELD INFORIMATION
1. How many acres are provided for animal waste application? �O acres �L
2. Please provide a soil analysis for each animal waste application field as required by Part IIl j.
3. Spccify the hydraulic loading rate recommendation,as determined by the soil scientist(required in Pan III,SJ:
inches per hour; /- A inches per week; inches per year
4. Specify the hydraulic loading rate that will occur on the animal waste application fields:
-� inches per hour; inches per week; inches per year
5. Is the design hydraulic loading rate different from the soil scientist recommendation listed in number 3 above?
J✓A Yes:, Ao: if yes,please explain: �
6. Specify the acres available for the land application of animal waste:_ �.0 acres
7. What is the amount of plant available nitrogen from the animal waste(required in Part IIIJ.) �1bs/Ltallea-
S. What is the amount of total phosphorus available from the animal waste(required in Part III,i.) 1-23 Ibsi &�-fS
9. Based on the above information.what's the limiting factor for the listed sites(hydraulic or nutrients)? 1(kq�,'t e^4S
10. Application information:
a.What crop.,will be grown on these fields? Please provide a separate list of fields and crops for each. �� TAl.�� 1
w��
b.When will the application occur?(time of year,season)
c.Please complete the table belo%v:
Animal Waste Dilizati
The following information can be provided by the MRCS or N.C.State Agriculture Extension Service Data Tables.
1.Amount f%Vaste produced per year; S`� Sy5TC/-1 1�5/GAr e%ZZS. �'� J U��
�_animals x �I�waste per animal per year = total waste produced per year
2.Amount of Plant Available Nitrogen produced per year(if existing facility,use value from VI.7 to calculate);
animals x N lbs Nitrogen per animal per year = lbs per year available Nitrogen
?.Field and Crop information _SFe j l57Gl�
Field Number !C= Pound.; Neer Acre Application Area{acres] Pounds used
(Excluding buffers)
I
I
1
Total Acres Total Pounds
Available Nitro-ten(listed in 2 above)
Surplus or Deficit
4. Do the crops and the acreage listed in the table use enough nitrogen to remove the nutrients applied by the animal
u sae each year? Yes; No
FOR'�i: ANVO 12I9S Page 7 Of 16

11. Please describe how the animal waste will be land applied (type of system. travelin= =L:n, permaneni-lines. etc.). Be
specific.
le-
12. Lease provide plans t�d specifications,pipiif=diagrams,etc.for the system listed above.
13. The treatment and animal waste application facilities must be posted and secured in some fashion to prevent unauthorized
entry. Briefly describe the measures being taken:
Lli.-//
14. What is the maximum application rate of the application system listed above? (please include units)
15. Are any of the animal waste application fields in this application under-drained by drain tiles or other
means? Yes Y- To.
if)'es.please describe where the drains are located,what surface waters they drain to, how deep are they located from the
surface of the land.and include any other pertinent information needed.
VII. THE FOLLOWING FIELDS ARE TO �-E USED FOR ANIMAL WASTE APPLICATION
UNDER THIS PERMIT APPLICATION [PLEASE ATTACH MAP(S),SEE PART III,m.3:
Application Area[acres) Maximum slope
Field No. Count x u ' f e' (in i
��.s 4-sell"i
Note: if more than ten (10) fields are to be covered by this application.please attach a form listing all of the fields along
with the information listed in Pa-i ill.rn.
i
P
FORM: A«'O 12195 2ge S of 15

w T.S J.O.11"".01
Surface 'Water Classification. This form must be completed by the appropriate DEM
regional office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:-
The classification of the downslope 5urface.waters(the surface ctedwatermusttbe determined b}helappropria a DEM regional toward)e facility would flow
in which this anima]waste management system will be constructed
office. Therefore, you are required, prior to submittal of the application package, to submit this form, with items
I through 7 completed.to the appropriate Division of En��tronmental Management Regional Water Quality Supervisor Ma
page 8 of 8}. At a minimum..you must include an 8.5"by 111, copv of the portion of a 7.5 minute USGS Topographicp
which shows the location of this animal waste application system and the downslope surface
once the regional office waters in which ehasill be
located. Identify the closest downslope surface waters on the let ed page the topographic map into the
completed the classification, reincorporate this completed p g
complete application form and submit the application package.
1. farm Name:*
�s f� e/�
2. Dame&complete address of engineering firm: �J /
Telephone number:
3, Name of closest downslope surface waters: 1 iU-AlAl2t� J'7LtT t�.
agement system and surface waters are located:
4. County(ies}N'here the animal waste man
(0/2T4
5. Map name and date:
b. NC Professional's Seal (If appropriate).Signature.and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please pro%-ide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located.as identified on the attached map seenment(s)
'game of surface waters:
Classification(as established by the Environmental Management Commission):
Proposed classification,if applicable:
Signature of regional office personnel:
Date:
(All attachments must be signed)
Pare 9 of 1C►
FORM: ANA-0 12195

!+'TS J.O.111197.0i
SIGNATURES (Complete either page 10 or page 11)
4
New Facility - any new or existing farm which will include with this permit approve construction of any additional system,
treatment.etc.which was not previously existing on the farm. _
Name and Complete Address of Engineering Firm:
6A
City:
a141lh State: Ale, Zip: D/
Telephone Number: ( /� ) 4�1 3 - 7 OlJ�
Professional Engineer's Certification:
1, ,attest that this application for
has been re%iew'ed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package-may ha+e been developed by professionals,inclusion of these materials under my signature and seal signifies that I have
reviewedthis material and have judged it to be consistent with the proposed design and the construct�,E illii,F,;ff..
O CAR
North Carolina Professional Engineers Seal,Signature,and Date: +••'•��.•EES$la C/y9��'
Wf t SEAL � ✓ltc,
03742 y: 1
alp
C ••NG►NEE.• �;
Applicant's Certification:
I, �/�� /�jy^L 114412 ,attest that this application for
has been re ie%ved by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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.
t r
Dace
Signature
THE CONIPLETED APPLICATION PACKAGE,INCLUDING ALL St'PPORTING I.NFORMATION qND MATERIALS,
SHOULD BE SENT TO THE FOLLOIA NG ADDRESS:
NORTH CAROLINA DIVISION OF ENVIR01:NI£NTAL MANAGEMENT
NVATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
p pWR POST OFFICE BOX 29535
REC> RALEIGH, ?FORTH CAROLINA 27626.0535
µAR ��2pt9 TELEPHONE NUMNUNIBER: 919)919)733-071g5083
FORM: AWO 12/95 Page 10 of 16

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Swine Farm Waste Management Odor Control Checklist
Site Specific Practices
Source Cause
BMPs to Minimize Odor
Farmstead • Swine production J Vegetative or wooded buffers;
'El Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals A Dry floors
Floor surfaces • Wet manure-covered floors 0 Slotted floors;
JR Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying -
O Frequent manure removal by flush,pit recharge,
Manure collection pits Urine;
Partial microbial decomposition or scrape;
f7 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust ICI Efficient air movement -
Indoor surfaces • Dust A Washdown between groups of animals;
® Feed additives;
O Feeder covers;
M Feed delivery downspout extenders to feeder
curers -
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flus alleys • Agitation during wastewater O Underfloor flusl�.witlt underfloor ventilation
h
conveyance
Pit recharge points Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O [fox covers
or junction boxes conveyance

BMPs to Minimize Odor Site Specific Practices
Source Cause
Agitation during wastewater � Extend discharge point of pipes underneath
End of drainpipes at conveyance once lagoon liquid level
lagoon y
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
Biological mixing; 9 Correct lagoon startup procedures;
Agitation a Minimum surface area-to-volume ratio;
IR Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Hi pressure agitation; of Irrigate on dry days with little or no wind;
Irrigation sprinkler fh P
nozzles • Wind drift X Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface • Mixing while filling; O Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
Mixing while filling;
level;
Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, 0 Volatile gas emissions while CI Soil injection of slurry/sludges
slurry or sludge on field drying O Soil incorporation within 48 hrs.;
surfaces O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals
Carcass decomposition COL Proper disposition of carcasses
Dead animal disposal • Carcass decomposition [IComplete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
f • Incomplete combustion 0 Secondary stack burners
Incinerators

Source
Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter _
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Available From:
Additional Information: -- — NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause
BWS to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids 9 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.
Decaying vegetation JW Maintain vegetative control along banks of
Excessive Vegetative y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Cl Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
I$ Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O aroduce moisture und immediate per met accumulation
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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

r
Source
Cause BMPs to Control Insects• Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
O 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).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded.for land
application or disposal.
p Provide for adequate drainage around manure
stockpiles.
O inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source CauseBMPs to Control Insects -- — —
Snte S ecnffic Praefices
]Lim aiim�Syste"Is
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
dischar e
Lagoons and pits • Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation 13 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
l[Dry S sterns
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- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

insect Control Checklist for Animal Operations
Source Cause BMPs t® Control Insects
Peed storage Accumulations of feed ® Reduce moisture accumulation within and around Site Sp
ecIlf°c Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is 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 Ater stri s around feed storage as needed
Animal holding areas Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
11 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)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis (e.g., -- -
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
(1 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
For moire information contact:
Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWUR) _
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
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 Iisted below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the Igoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses,solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of Iagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted,such as employee injury,fish kills, or property damage?
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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
After hours, emergency number: 1-800-858-0368.Your phone call should
include: your name,facility,telephone number,the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
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2) local SWCD office,phone number:
3) local MRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:.
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
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