310172_Application_20240222

ROY COOPERCovernor
ELIZABETH S.BISER
r.
RICHARD E.ROGERS,JR. NORTH CAROLINA
Virec for Environmental Qualify
February 12.2024
Blanche Junes
Blanche Jones farm
476 l va James Rd
Warsaw.NC 28398
Subject: Application Liu•Renewal ufC'overage for Expiring State Cicncral Permit
}car Permitter:
Your facility is currently approved for operation under One Or the Animal Waste Operation Slate Nun-Discharge General Permits, �
which expire on September +!), 2024. ty order,to.ensure continued under the.Slate Non_Dkchar WA ungmat..
[le_raitils,ycxrmint_submit all_ipplic_ati_o_ll for d ntitr_u_��ragi_to the,Division of•WWater_Resourcts rDAti R)by.April ,2024.
Enclosed vou will fine! a "Rcc nest for C'ertiticate of Coverage for Facility Cunrt:rill y Covered by in F.x 7irin T State
Non Dis •tt4r _( iteral_Perunit."_'I'he_app.fl ationitirntmust,be_com completed, rntsl.bv.thr_Pi l.mittce :tntl returned to the F)11'R by
1 ...- ..
.................................................. .- by
April 3,2024.
Mai Iing Address: N('DFQ-DWR
Animal feeding Operations Program
1636 Mall Service Center
Raleigh,North Carolina 270Y) 1636
Email:at inal.onerationsr,r.::ciec�tc,�ty
phone:(1919)707 9119
Please note that you must_ include one (1) copy° of the C'erlified rAninlal Waste Management Phan (CAWN-11"f with the
completed and rigged application Loran. A list.o itenis included in the C,�•;'WMP ciUl_t)e 1bu d oEl__Ii IpC...?_.(>I:,,Ihe re renewal
1ppl ica t iurl_rorttt_
Failure to request renewal of your coverage under a general permit.;•ithin the time period specified may result in a civil penalty.
Operation of your 11161ily without coverage under a valid general permit would constitute a violation of W.,O.S. § 143-215.1
and could restilt iti assessnients of civil penalties of np to S25.000 per day.
Cupid of the animal waste operation State Non-Discharge General Permits are availahle at
14�44�-;ci4�i nc�ttt ,tniittralp4rmits2(12 t,General permits can he requested by writing tq the address above.
I f you have any questions about the State Nina-Discharge Cicncral Pernlits.the enclosed application.Or any related matter please
iecl free to contact the Animal feeding Operations Branch staff at 91 c7-;t17-9129.
Sincerely,
j
A C-a t*
Michael ljetr:ti,Deputy Dirrc:tor
Division of wawr Rewurces
Enclosures: ftegtlL t.tilt(;;:i rtiticttc Sif C'+�}gage for FaCilft Currently ntly Covered I _Un E;Xtliring State Non-Dischal-I'V .
(.ieneral Permit.
N North Carolina DepartwialofEmiroowtutalQumbtv Divhiausitl•itetRuaurcei
�. 1;12 North Salisbury Rrett 1636.tail 5en•ice CmUr Ratri-lt.tiartk Carolina 2'699.163t
019'tl'91n

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Rdxlttcst: for Certification ol'Covertge
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September.30,2024, the Norlh Carolina State Nun-Discharge General Permits for Anintal Waste Management Systems will
expire. As required by these permits, facilities that have been issued C'ertificales of Coverage to operate under these State
Non-Diseharge General Permits must apply for renewal at least 180 days prior act their expiration date_ Thcrelbre,all application~
must be received by the Division of Water ltesources by no later than April 3,2024.
Please do not leave airy question unanswered, Please verify all i►i/brination and make atq- ncressaq corrections helo€v.
Application narst be.signed and dexter/by the Pernitte e.
I. Certificate Of Coverage Number: AWS31.01.72
?. Facility Name: Blanche Jones furor
3. Permittev s Nante(same a s on the Waste Nianagcolent Plan): i#A..tt�S J J o nK 5 !
4. Pcrmntcc's Mailln Address:
1525 . Cpvof
City: Wampm, State: iIt'
Telephone Number: 910-296-3088 Ext. E-tmail: a
5, Facility's Physical Address: 476 V ova Janes Rd
City: Warsaw State: NC_ lip: 28398
6. County whcrc Facility is located: Di tin
7. Fitt-in Manager's Name(if different fiom Landowner): Jay .loner
S. Farm Mat►ager's telephone number(include area cude). 910-296-3089 C xt.
9. Integrator's Name(ifthere is not an Integrator,write"None"): (ti.a<wt[i_E„�l��clti (nc
10. Operator Natne(01C'): James_B.Jones Jr, Phone No.: 910-296; {)8h OIC.'11: 999320
11, Lessee`s Name(if(here is not a Lessee.write"None"):
12, Indicate animal operation type and number:
Current Permit: Operations Type .Allowable Count
Swine-Wean to feeder 3.600
()peratitin Types:
Swine Cattle Dry Poultry Otlter't'vpes
Wean to finish Dairy Calf tiun Laying Chickens Iiurws.- IIurses
Wean to I ceder Dairy lieifer Laying Chickens Homes-Other
I'mraw to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry City rtirkeys Sheep-01he:r
Farrow to We in heel Stacker CAC Turkey Pullet
Farrow to Feeder Lieel I'eedler
Iloar:5lttd heel'I.iroad COW Wet 1,,�'poultry
Gilts Other tiun Laying Pullet
Other Lavers

13_ Waste Treatment Lagoons, Digesters and W:€stc Storage Ponds(4i`SP):(Fill.Verily the lililuwillg irlti.lrnlatiun.
M:tke all ticcessary corrections and provide missing dnia.)
Strttetul•t:Type t_stiwatad t.iner Type l.atinuued Design Frectutard
Strac€ttre il.aguowDigester" Date (Clay.SvnlheliC. Calucily Surtitce.Area "Redline"
\alnc WSP) Built (11nknown) (C UI)iC Feet) (Square feet) tlnches)
Bi Lagoon �' Full.Clay 185,009.00 19.50
Submit tree (1) copy of the Certified Animal 8'Vaste Management Plan (CAWNIP) with this completed and signed
apl)lication as required by NC General Matutes 143-215.1001).either by trailing to the address below or sending; it via
email to the email.tddk'eS%below.
The C AWMP naust include the following compoltents:
l. 1'Il�nut((r�CC11t G�`asle Utiliz.:€liutt Plan(WI..P),si�ued h+► the at3'nc�r and a certiticd technical specialist,containing-
a. 111c method by which waste is applied to the disposal fields(e.g. irrigation, injection.etc.)
b. A n1:lp ofevery lluld used for land(application( or example' irrigation map)
C. ]'he soil series present on every land application field
d. The_crops growls on every land,application field
e. The Realistic Yield L'xpectation(RYF)R)r every crop Shown in this W( I'
f. the Inaxlrntltn PAN to be applied to every land application field
g. The waste application windows for every crop tttilixed in the W UP
It. The required\RC'S Standard specificatiolis
A site rtl:apiscllematic
3. l nlergency Action Plan
•t. Insect Control Checklist with chosen hest manage€Went practices Itoterl I
�. Odor Control Checklist with chosen best nlanaLCment practices noted
6. Nelort ality Control Checklist with selected method no(ed-Use the enclosed updated Morality Control Checklist
7. I_agoon.'storage pond capacity docultaeniation(do-ign,calculations,etc.) Please he sure the above table.is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classificalions that may be
applicable:to your facility,
S. Operation and 'Mainten:ance Plait
lryour C.1\i N411 inchtdex any components not shown on this list. please include the addilional coulponenis with your subltritt:rl.
(e.,.composting.digesters,solids separators,sludge drying system,waste lransfcrs,etc.)
I anesl Ihat this:application has been reviewed by rite and is accuralc and complete to the befit of ltly knowledge. I understand that,
Wall required parts of this application are. not completed ;and that it'all required supporting inlcxmation and attachments are [lot
included.this application package% ill be returned to me as incomplete.

Note: In accordance with NC General Slaudus I43-215.6A and 143-215.6B, any person who knowingly makes any lake
statement, representation, or certification in any application tatay tie subject to civil penaltirS up to $25.000 per violation. (I K
U.S-C.Section I I provides a punishment by a line or not morn than SIQ,(H)U or imprisonment of not more than S years.or both
fora similar oft nsc.)
Print the Name of the Pet-a3tittee'Landowtier-Signitag Official and Sign below.(if multiple Landowners exist,all larido%ners
should Sign. If landowner is a corporation,siinature should be by a principal executive officer of the corporation):
'name(I tit): a.y � _. _._.___......_.._._.... .__._.. Title: OLOKe„r
............. .......... ..........................
Signature: Date: a ja t� o��
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: ate:
Tllr:('Ok-iPI.FTI?D APPI..IC'ATION SIIt3l.(LI)BE SE?'STTO Tk11 FOI.,I.,{ Wl.\'!C,ADUR.[?SS:
E-mail: animal.operations(cr;deq.ne.gov
NCDEQ-DWI(
Animal Deeding Operations Program
1636 Mail Service Center
Raleigh.North Carolina 27699-1636

.)Pe-pator'JAY j(DIC-5 rliii, Date 04/14/90
iistarice to nearest residence (othe-r than C)Wf-leT-) 600.b feet
Ll s c)w s a w -1 o f i ri i h x 7.Z,17 Us. 0 lt-'s
0 bs;
orily)
j 1.'�+_. 1.
IOTAL SIEADY STALE WEIGHT ('SI-W) s
-7
" rG EUIR--i'll TRE-ATMENT VOL'kj ME OF LAu0Uf
I b s S wl
t -.;c)!.tjrjjrj(CF)111.U. :iSL
T D V D U M. E RIF: SLUDGE ACCUMU-Al
rjwcle- s
C DiC fG�-t
;,toqs will ocp i,en--covedl as --Peedled.
!v--Ad:e top 17 0 f e o t f e C-!t
I o.3 el A e v I-(
f C.e t: S i mice e s c s'de CI f:c!jji
rL u.n
f(I t I i(j.= i f ljq AjLj e a,
ScIttom r-of lagc!un elevation 4(4 5 -r C'et
44.0
Aqh wall;ev ab t i
s i T-1 V C)1.u m e u si
fl:
W I PT H
I h
9 in,
J.U-
J.

'
�
�. TEMPORARY STORAGE REHIRED
0xe1NAuL AREA: /
Layoun itop of dike)
LenOth * Width =
1/5,0 160.0 dumOKG square feet
Buildings Mal and lot water)
Length * Width =
0'0 0,8 0.0 square feet
^
TOTAL DA 26M'0 square feet
uesiQn temporary st:rale perlcw to bo t3§ eayn.
x, Volume ol waste produced '
oppr%ximate daily production of manure in UF/L8 wsLW 0.0013C.
Volume = 108000 Lbs- SSL0 * CF of Waste/Lb./Day » Iuw Jays
Volume = 26374 cubic feet
Volume cf wash water
lkis is toe aweuot 01 lreso watP. used for washing f^ours cr voltzc
of fresh wator cseu rur a | lush Hystem. Flush systems that ,ecl.cuiaoe
the lagno" water ar* accu"nted for in 5A.
«olx:e = 0.0 LAU 0 .W/.!^Y days storage/7. 41
Mono
vo^ome = e.4 cvc4a tv,r
'
Soe period ev time :owr ' zilxali +xQmeds ev;p3,o. i,o by lapps`t ana'.ut.
M days excess rainfall incoe., '
MUr* in * oe / 18 `Icrns po'
160SKS cubiv feet
'

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches f 12 inches per foot * DA
Volume = 17500.0 cubic feet
TOTAL REHIRED TEMPORARY STORAAE
SA• 26374 cubic feet
5D. 0 cubic feet
5C. 16333 cubic feet
5D. 17500 cubic feet
TOTAL 60208 cubic feet
6. SUMMARY
Total required volume 168208 cubic feet
Total design volume avail, 172237 cubic feet
Min; re" treatment volume plus sludge accumulation 166600 cubic feet
At elev, 48.2 feet ; Volume is 109244 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 154737 cubic feet
At elev. 50.2 feet ; Volume is 152786 cubic feet (start pumping)
Seasonal high water table elevation
44.0 feet
r'E5ICtiNI:D B1':
00 OP1='f;ClVE Ea DY• �• �, ����� 1 U
DATE: `t-jw j 91.- DATE: `3
NOTE: SEA: QUACHED WASTE UT:1.1._IZA110N PLAN

OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to sail conditions, flushing operations, and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity 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.
±2. T -ie attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 50.2 as marked by peTma,iept markers. Stop pump-out when
the fluid level reaches elevation 48. 2 car before fluid depth is
less than 6 feet deep (this prevents the loses of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application 'rate is 0.4
inch per hour.
J. Keep vegetation on the embankment and areas adjacent: to the
lagoon flowed annually. Vegetation =houid ve fertilized as needed
to maintain a vigorous. stand.
6. Repair any Eroded areas or a Fran damaged by rodents and
establish in vegetation.
i. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act: of 1977 prohibits the discharge of
pollutants into waters of the Upited Skates. The Department; of
Enviponmeint, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility 'I t enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the-area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly befope placement of
embankment material.
Cut-Off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
CG17s+t'rt.tC�i GT'4
Construction of excavated and eart•hfill areas shall be performed to
the; neat lines and grades as planned. Deviations from this will
require priG'r approval of the SCS. EaTthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
Performed by the construction equipment or sheeps-foot poll
e r during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement, To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and back;filled and
compacted with a suitable material (ie--CL, SC,CH) . Refer to the soils
investigation information in the plans fors}?ucial considerations. J .
Precautions should be taken during construction to prevent ex .`. ..ive
erosion and sedimentation.
Vegetation:
------------
f- ll exposed embankment and other bare constructed areas shal.l.:be
seeded to the planned type of vegetation as soon as passible after
construction.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE IN➢ICATED:
0 LBS. FESCUE GRASS @ 60 L8S. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBFR 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS U E0 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MUST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO DULY 31
E
60 LBS. RYE GRAIN @ 30 LBS, /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING ➢ATES: DECEMBER I TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 fONS/ACRE)
I
200 BALES OF SMALL. GRAIN STRAW (100 (SALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK iO PREPARE A 3 FO 4 INCH
SMUUTH SEEDBED. APPLY SEED AND FlRm SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL. OR NETTING.
I . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BnHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIE_ BAHIAGRASS IS ESTABLISHED.

WASTE UTILIZATION PLAN
----------------------
Owners Hanle-•-:,fay Jones
CGllil'i;y;I}tipllli
Mail Address-:Wa'rsaw,NC
Type of production tani-t-_--:Nursc ry
Type of waste #acility _-_-;A;;aE,robie Layaoif
Your animal waste management facility has
given storage capacity. When acre waste -reaches
designed for a
level, it rrlust be land applied at a specified
r es the designed
Pollution of surface and/or ground water rate to p•reve;it
in the animal waste shGUld be Used The plant nt 0-ferits
commercial fertilizer, required t'for theto rcrope the anfie of
wliere: the waste is to he a � drops on the fields
uaes nitrogen as ! plied. ibis ttastr tttilizatian pla;i
9 • tr`rrt ii.pli.ii:g nut'rie;tt. Waste should be
!
analyzed k=efo'r•r a l.ica•L;ioi-r c•-cle and at;mtal s
are encouraged so thatp7Cll plan.: ti ents
oil test
•ealistic=,�yields of t;;e crap to he yrcrwi;. call be balanced fo•r.
Seve'eal factors are
utilization plat, 11i Orrdefy important 1t; irrlpler:;errtitig ynitr- waste
the waste and t0 ensure that it ist1'~ ft'-rtilizer valuw of
environmental) safe niaHner. applied in at;
needs of the crop Alwa
y- apply waste teased on the
p to tie g'rc'wi'• and the t;tttr•ient content of the
waste. Do not apply more nitrogen tl; the crop can tttilize.
Soil types are iniportant as they Have different infiltration
-rates and leac'hino
land erodingat putt l;i ial. Wash shall not Ise applied co
grerate than tons pe''r• ae'r•e pe•r' Year. Do not
apply waste he saturated soils or =gin :i,yiid when the surface is
f'rozei;. Either of {:he:%se conditions
surface water=, ('"Y (%eS Qt in 'runo•ff to
i J drift Wii;ii contii do fs shr4t,.%ir ,i:t ;c he
�;vc' c4rid driwiiwirid Odor to
p,r•oble•rt;s• 70 max.inii.zt the vatC)
of i;ui_rieic'ts ftr c•rul_ f'•rodLtr.-t.ioi; and to r•c_dLt
Tor .,olltttic:-r;, ti;;ti• waste s c the ,Potential
hoLtld be
plied to a growit;g crop or
rice that; 30 days prior
co;iserv�' 'tri cl c;dig; ing wii-1 rutt ythe waste
,t:s arici reducec�dc:r problems.
Cite acres needed to al,f,ly the aninial waste is i,ut-riKiit. content for this t ',e tas_•,.i on fXpic•a
requirente,nts y r_ yp - of faci.1i.ty• Per•eaage.
n:a be r=to' o•r. less
'.,epor$: f'i'Crni )'Qtir' Wast: nia;;a .= ha5['t:,�a'ii the wa`.�tE analysis
g e,.ie,nt facility.
desi
wallgy
.Leiwiii : of yau•rwastewae mai;agement fat-i,i.-1 y is based on the
-
,mount- of Waste Produced PE'r Year:
. 600 animals
t•{itis Was;'tE'lclli.LR'r l!v- _ jc•b

Amount of plant Available Nitrogen Produced per Year: Page 2
3G00 animals x 0.48 lbs. N/animal/yva•r = 1728 lbs./yr
Available N
► pplying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a tinely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
1rac:•t Field Soil Crop Field L.bs. N Acres Lbs. H Month to
No. No. Type Code Per Ac. Used Apply
1639 3 BnB 4 5 ions 275 14.0 3850 MAR-AUG
W Total 14.0 3850
Available Nitrogen 1728
Surplus Or Deficit -2122
C•r'o j codes: 1wCer-eal grain; 2=Corn; 3=Fesc•ue; QRange Gr. Bermuda
5=Ccntrol Grazed Bermuda; G=Ha.yland Bermuda
Narrative of Operation:
-----------------------
Call. the Soil and Water Conservation District Office after you
receive waste analysis Topo'r't to obtain the amount per acre to
apply and the irrigation application 'rail} prior to a'pplyinq
waste.
Prepared by:
CC!:ii=':S'rrF-d in by:
r Date
Pro II ber
(Copy to producer and copy to case file)

r
Soil P. 0. BOX 277
S Conservation KENANSVILLE, . NC 28349
Agricutture Service
TELEPHONE [phone]
------------------------------
----------------------------------------EVALUATION AND MANAGEMENT PLAN
WASTE MANAGEMENT FACILITY SITE EVA
TO: PRODUCER .
0 j f W rra w
LOCATION OF SITE /BO'O
SIZE OF PROPOSED OPERATION
/Vvr tr
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO SOIL CLASS.
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT 0 f
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT
DOES LANDOWNER HAVE ENOUGH ACREAGE YE5
No--
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO^—
WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO
IF THE ABOVE QUESTION CONCERNING WETLANDS IS �IREKED 'ITS", THE
T LANDOWNER
RMY IS OF
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQ
DETEMINE IF PERMITS ARE
ENGINEERS. IT IS THE LANDOWNERS
RESPON,RED PERMaTSSIILITYTHE ARMYR
RCORP REPRESENTATIVE FOR
NECESSARY AND TO OBTAIN i
DUPLIN COUNTY IS: JEFF RICHTER,
US ARMY CARP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANDOWNER IS RESPONSIBLE TO DAECZR IN E IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES ✓_ NO
ADDITIONAL COMMENTS
THIS APPROVAL I5 VALID FOR 60 DSWZLLROM
BETHE
REfl RED-EVALUATED SIGNED.
THE TIME DESIGN
OF HAS
DESQIGNBTON
COMPLETED WITHIN THIS PERIOD SITE
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL
HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT
'S AT TIME OF sasagccyofthi«,see DATE
is do injent of the
Degariment of Aprrcuttute SIGNATURE

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below) _
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel _
GP-Poorly graded gravels . s-sand
GM-Silty gravels;;gravel-sand-silt mix vfs-very fine sand -
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt s-il-silt loam
CL-Clays of low to medium plasticity ci-clay loam
CH-Inorganic clays of high plasticity. sicl-silty clay to
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available OYes Q No (indicate where located on th.sketch on
roverse side)
REMARKS:
2. Explain hazards requiring special attention in design (Seepage, sprtnp..rock etc)
GENERAL REMARKS:
Vlsval 'roe, check made 01-e;-) sons )'AVerf,'yo�,'oy SAaw
AID Gv I+Vral resovrcts prtle4t
24 25 26 27 28 29 301131 32 33 34 35 36 37 38 3P 40 41 42 43 44 45 46 47114.8 49 50 51
I

F.'... U.S.DEPARTMENT OF AGRICULTURE
SCS-ENG-538 '!y f•,'.gr •i'. ` SOIL CONSERVATION SERVICE
Rev. S-l0
' SOIL INVESTIGATION TO DETER M1NE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME a DISTRICT
DATE - - a COUNTY OP2 'h
S. C.S. PHOTO SHEET NO. WORK UNIT.— G~�
JVvrsE,,,
WATERSHEI) AREA MEASUREMENTS h
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED•POND SHOWING WHERE..BORINGS WERE MADE (Approx,scale I"- feet)
Locate reference point an enter line of dam and Identify on sketch.
f1
f
1
I
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BORING NUMBER AND PROFILE
SHOW
DEPTH Make and fist dam•site and spillway borings first-then ponded area and borrow pit borings•separate with vertical redline.
(Continued on back where necessary) Show water table elevations on dam-site borings.
SCALE 1 2 3 4 5 6 7 8 9 10. 11 12 13 14 IS I6 I7 18 19 20 21 22 23
#I
4-2 Sc
-3 Str
S-6 se
6-1 s r-
c
Q-rJ n
!0•ik M 11
BORINGS MADE BY p Lf< o SIGNATURE & Tyr E 0Wf0v' CI' 4�i

NC-EKG-34
rQnservation
rtment of.-Agriculture September 1980
Service File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
County
Landowner
Conservation Plan No.
Communi ty or Group- Nowra '�• .
Estimated Depth :of Water to,Top ;of .Dames^Ft- tiength of Flood Pool
Date of F1eld Hazard. Investigation
Evaluation by :reach of flood plain downstream 'to the point of estimated minor effect
.from sudden ' dam failure.
- : Est. E.. V. st... evat�on
• Kind of :Improvements: :' of 'Breach
• p Land Use Improvements Above :Floodwater Above
Reach: Length: Width: Slope: 'Flood Plain, Flood Plain
Ft. ob '
Ft. Ft.
1
3 • `S
Describe potential for loss'of life and dama�ge;. to existing or probable future downstream
improvements from a sudden breach N' �z a
ors c �k
07'� Na v G -, D0 0 ►�► 3 v
Hazard Classification of Dam ((a b, c) (see NEM-Part 520.21)
Dam Classification 6 II , III , IV, V)
Date �{- z-
By G
Or�me ti tl e
Date
Concurred -By title
name
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as needed.

INSTRUCTIONS 't
All dams built with-technical assi stance 'from the Soil Conservation Service
must have a hazard classification 'assigned .by the person responsible for .
approving the design: 1lost,far"m.,:ponds, except .in borderl ne..cases., can
be classified af ter.a complete 'fi.eld investigation withodt'assuming failure
and making breach studies., ;'This ..data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification.'• Where •therc as .a..possibility 'for los's•of life -or -
major property damage from a dam failure; 6 approved breach routing
procedure is to-be used. (Consult .with. the area engineer.)
Hazard classifications of "dams are made by,`&aluating the 'possibi1ity
for 'loss of life and the extent of damage that would result if the dam
should suddenly •breach--that .is,a: section of"the dam be suddenly .and
completely washed out. It is to be assumed that a. wall of water will be
released equal to 'the height of'the dam. This flood 'wave will be reduced
in height as 'it moves down the flood plain. The wave height (depth of,
flooding) should, be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes , buildings, -roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in .a narrow steep valley slopes
steeper than 10% should be -given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with 'a judgment-estimate made of the flood wave height .at all
critical points downstream..
Should there be any questions about the hazard classification for a dam,
the area engineer should be 'consuited efore making design commitments.

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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
- {Liquid S ms}
Flush Gutters Accumulation of solids (-1 Flush s stem is designed and operated
suffi ' ntly to remove accumulated
Xids from gutters as designed.
move bridging of accumulated solids at
disc arge
Lagoons and Pits Crusted Solids Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
---•------------
{Dry Systems} - — - -
Feeders Feed Spillage {) Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
{} Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed {) Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
{} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {} Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
{) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11,1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
(}Provide for adequate drainage around manure stockpiles
(}Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed,
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
I1

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
® ❑ Complete incineration according to 02 NCAC 52C.0102.
Q 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).
® ® 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 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.
e 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 tempor edures or measures for disposal according to G.S. 106-399.4.
4hatur f Far er/Manager Date
2 /Z
Signature of Technical 4ecblist Date

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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 34 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

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

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

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

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

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

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

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

d) Instruct EMS to contact the local Health Department: 910-296-2126.
e) (For technical assistance)
Contact CES; 210-296-2143
Local NRCS office: 910-296-2121
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
dupfia
Page 3

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A TE UTtL1 ATl JN P:L�►N
rRODUCER: Blanche Jones
L-OCATION: 476 Eva James Ro
,Narsaw. NC
63 ,r
�._EPHONE: t.910) 293 7309
PE- OPERATION: Wean - feeder
OF ANIMALS: 3600
..ante from your animal facility [Trust rye land applied at a specified rate to pre.er
and/or groundwater. The plant nutrients w the animal waste snuL110 r:c
e 'he amount or commercial fertilizer requirea for the crops in the fields where
tie applied. This waste utilization plan uses nitrogen as the limiting nutriEr t :...:�
.,;_+ oe analyzed refore each application; cycie. Airnual soli tests are strongly
ai' plant nutrients can be balancea for realistic yields of the crop to be Jr v:r
;actors are important in irrrpjenjenunG your waste utilization pian in Oise[
: :; trirzer value of the waste aria to erasure that it is applied in an environments!,..
Always appiy waste based on the needs of the crop to oe grown: aria ._
i;t ;�f the waste. Do not apply rijur = nitrogen than the crop can utilize.
;rtai°t as they have different iifiitra!ioti rates. leaching potentials. .-a",'J
ar-id availaole water holdiny capacities. Normally waste snail not ne appi,e-j
grewei Than 5 tons per acre : r-+ year. VVith special precautiuiis. ..ass�
:o land eroding at up to 10 torts per 1cFai Dc +-tat apply waste ore satuiated
oily, or whet, the surface is firozer, -itner (Athese conditions may [eSurt
yvaters which is not alloweu urwei DEtii regulations. \Nina conditions ::ri::L,,u 3i5,.
to avoid drift and downwina odor proDierns. To rnaxii-nize the value or !ioute:.:-
,..:.,auction aria to reduce the poter�tia; for pollution, the waste should ne appue;i i�.
Orop or appned to bare grounu rioi wore than 30 days prior to planting. ir:lr'::t:
drsKrng will conserve nutnems any: I eOuce uaor problems.
rateu acres- +ieeued to appr, ..'r. :i:i:a• ddastE. is baser of i :yprcal i lutnei�t
of facility. ,�::ieage requirenierus Should ue nased on the waste analysis report
Aaste management facility. Attacnect you Vvik find information on pope
.=..•• ".iques. preparation. and transfer of waste saimples to the lab for analysis.
+str utilizatiol I plan. if carrrEC ,Teets the requirements for compliance
adopted oy the Env°'.i_,: 'Management Commission.

:V1► ►STE'UTi LiZATION ;PL`7? N"
ste Pr duced Per Year (gallons ft tons etc.
360o al-immais X 0.42 (tons)waste/animal/year = 1,512.0 (tons) wastelyear.
vur i of Plant Available Nitrogen (PAN) Produced Per Year
3600 animals X 0.48 lbs. PAN/animal/year = 1,728.0 Ibs PAN/year. tPAN from N
6331 Tech
tl,e above amount of waste is a big job- You should plan time and have appropriate
.;-;ipnient to apply the waste in a timely manner
;cliuvv, Eg acreage will be needed for waste appiication based on the crop to be grown ano
.,rtace application:
Table 1: ACRES OWNED BY PRODUCER
ract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1 BnB Bermuda(G) 190 4.69 1 891. March Sept.
BnB Bermuda(G) 190 4691 891.11 March Sept
OPTIONAL
-1&2 BnB Small Grain _ 50 4.69 235 Sept. Aprily
-- Total 9.38 1,876.00
;s from animal waste only. if nutrients frorn other sources such as commercial fertilizer are
r.;�lieG, they must be accounted for. N must be based on realistic yield expectation.
T-E: The applicator is cautioned that P and K may be over applied while meeting the N
%?quirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
li,stern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
:,is plan only addresses Nitrogen.
Page

WASTE UTILIZATION;PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only ii operator does not own adequate land [see
Required Specification 21)
Crop Lbs. N Acres Lbs. N MOtIth Of
fact Field Soil Per Acre* Utilized Applicati011,
No Type
..........
----------
Total
Table 1.
Totals from acove I abies
Acres Lbs- N
Utilized
Table I 9.38 187600
Table 2
Total 9.38 1.8 76 0 C'
Amount of N Produced 1.728.00
Surplus or Deficit (148.00)
'-he Waste Utilization plat, must contain provisions for periodic land application of sitiogt: ai
I e will be nutrient rich and will require precautionary measures to Prevent uVel
,,poliumic rates. The sludg
of nutrient or other elements.
,.:Iagel

V1t1L[ZAT4N PA
ST
T.
_,ttJcl,ea map showing the fields to be useu for the utilization of waste water.
Application of Wasty 0 !;luj'IlI0C.
Suil Type Crop Hpplication Appticatim:
Rate (In/Hr) AmOUnt Off ;
Bi;E Pasture
' NEEUED :f :BASTE IS NG•1 (3t 4PIC;MIi:J"': F. lvllL.'•F
rOR'�Ri LITTER OR SLURRY
tY Ir siyned fal '180 day; storage anu the ttITIPUrary sturact+-
.. ::illIjved on the average of once evtj:% MONTHS. In no instance sfiUulu +I e
v isle being storeo in your StruCllil'E rx,;t t .7 ,evader °see iactoun ael.j
';,x'• ..,Gcii Natlual iCC5e,lflUbS I:QIISei•'vdiiUli '.{'alct. tto7!!lel-ly SOIL Coiisetvatioil .5elvic,;
}:,sl J'vater conservation District office: ane:l you receive the waste analysis repur �o.
In determining the amount per acre tU rjpply anU the proper application iaie pri.; I,
it;e vvaste
c .�t ,:)peration_ --_...----- __--
;;� vf ;are 'wetted' acres.
• :,�tt a

WASTE UTILIZATION PLAN
nemation it.
...,� adequate :a; �-
...
6te !calla LC` -
Y :i:naownel -1:
.- ... t �:: .'c�i:J .�... 4: r..i'� '1?IE: '`• .: ii:.,'iar.. ,. r.nt= .. - .
_ Lit' t+.,_1i.41e .ne VVaStE'.
i afill:';:'
• t;S. J'�LiSlcr a. ?r:, l:'c �ppilCCi •.- •' .. tje
type. avail)i.,
;)I'll3l'�ritleli. :I mess their
„C. .1 E.Jli'.r'i.. .. .c1: il'•ai ::: •(}" .:V7 t• :ic'i,.
l;ilCi S :r.l 7tllpi.
:-.l.ii:e(J by TIC.'•
..;II:O vi;il V,
_' �il',�:• iYGal7 ;a5'
pit: ;.li::ll tie applieLl :.
t_ SUIT 'T.Iltl:f?r_7 ._!lc •L..'
. ...:.. .:cl., -
Ji:' T"4tE CI lC
,l;' it '1'. .. .'?I•}ICI

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

WASTE UTILIZATION PLAN
?liar o"snSlt: 'ti�,:1G also nt::
_iic'llli<t'. i>r' ,_:�+1:!,iliCJ' `V�/SSi�. ..,. ., _. .. . „t� ,;IeSc 5•..,,� J;Iv.,lli ..�
Shea Jr. :I cii
. .,. .. _ ... .... �il.l�i SI':;i 1. .. ��'. ..;c'•I �_. ._ :�',�I 1, ..
Al. lidlli:. ��I'„ ..,.... ,_. ...
iy�... �!... .. .:c aISC;Ilia
�)j.i!ayltly ..4 1..,: �...i .. ..
CI:.
jI'?SSeU vt,i: .l !:,i);Ir.. ... . )t 0:'.
�� V

WASTE UTILIZATION PLAN
[w
ill a lum`. .. [ ...�...'C: .. _
LIE
x an
.. jlt�.'� ..i�t l':l' .._:Sii.'. j�i�(;•li ll::!. � .v :i: ;i l:li� .._ .� it'._-'1L ic= ...
.. ._,.�� ,. .0 .�•�_1i.:i ;!:v[.•kS ii " .. i',.i�.(i ;li. -ii,. "t�;�140.1•
Metal !j

WASTE UTILIZATION PLAN
.. ..i:ilc:l:4l: :'r�... .. i iUii:l Jv d; � c':.it...cii l•:.;I._ ir!... .,•C .j...:"ii!.. .
c rrvc;r uu`FS estaulisrlet! r;',i14 ':il W8S1(
....�.. _:C:'u'.c .�c, i`.!lU1IV IIIC:' .. i, •-XISIIIIy c_!'�! __iuo�i:, '
it"!E l.:
. .. . .!.iIS ,_i:t ....�r.cC: i �Y4'F;� �•. . '. . . !(:;:fc' ii'.,ij: .,E .. _I1S:.i�ia'.
S 6 Ste 11-1 V, Sldlr
a' ;IiC t is' i-h0Lj S10! oe
1, ;rli: .i'!i.:i u1 tle ic)c,.:
u•ti�
Murphy Famov i
,ui 4 P.O. Sox 7513 _
Rose Hill, NC 2845c ^

f
Signature: Date 0% �G
i
i
Page 8

Operator: _______- ________ ________ _______ Jay Jones(Blanche)
County:__ ________ ________ ________ ________,Duplin
Date:____ ________ ________ ________ ________, 06/01/05
Dist.to nearest residence (other than owner): e 0 0 ft.
sows (farrow to finish):===
sows (farrow to feeder);eder):=== -------- --------__>
head (finishing only):====_ ________ ________, 0
sows (farrow to wean):==--_
head (wean to feeder):====_ _______- ---------__. 3600
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)=======> 1.0
25 Year- 24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)=====> 7.0
Drainage area of buildings & lots (sq, ft.)=>
Volume of wash water(gallons/day)==========>
Temporary storage period (days)=============> 180
Freeboard (ft.):____________________________> 1.0
Side slopes (inside lagoon);================> 3.0 : 1
Inside top length 175.0
Inside top width (ft.):_____________________> 160.0
Top of dike elevation (ft.):________________> 52.5
Bottom of lagoon elevation (ft.):==___==____> 40.5
Seasonal high water table(SHWT) elev.(ft.):=> 44.0
Total required volume:===== _____-- 168208 cu. ft.
Actual design volume:====== -____-__. 185009 cu. ft.
Stop pumping el.(> or= to 44.0 ft.SHWT)> 48.2 ft.
(> or= to 46.5 ft.Min.)
Required minimum treatment volume; 108000 cu. ft.
Volume at stop pumping elevation: 108245 cu. ft.
Start pumping elev.;____________________r=__> 50.8 ft.
Volume at stark pumping elevation: 167261 cu. ft.
Actual volume less 25yr-24hr rain: 167509 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req, volume to be pumped:====> 42708 cu. ft.
Actual volume to be pumped:==> 59016 cu.`ft.
Jr�M r� r`Q P� ` �b 1..0 r'P6 c• ` �`r"lt�f.,b e cl
3 A
0j. l..
/, l 6)j�

:l m +E
Mi
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OU I++
L44...
77
�4'n�
14
.... ........
7­7r�
uI... ......... t
7­1
1-77'1
BEFORE BEGINNING EXCAVATION !7.. .......
LANDOWNER IS ADVISED TO CONTACT
s;.:. ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
7
1-800-632-4949
.7-7'777
7
77
:7 17 7 1
71' 7:
T
7 F:-
14
:-7
7 777 ... ...
7
7.
Unnj
Hrue
SR 113 05-
fl

.1 United States Sod
pepariment of Conservation
Agriculture Service
OPERATOR: o
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed . The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified' for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
t .
The actual amount of material required for pads and' dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the -contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: M2.2.3`) cu.ft. = 6329 u.yds.
Estimate of Excavation: SI�.b cu� J
y �
Estimate of Pad b Dike: 31)117 cu. c-u yes:
1,C) Ration
Job Class 4J �r q2
Date
Designed By 13' Q�," Ids y4.
d4ame -
Design Approval
Name }r
Date
O The Sol Conservation Serv,ce
,s an agency of the
Oeoarsmem 01 Agricultuwe