310863_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring On September 30, 2019, P g Sate Non-Discharge General Permit
expire. the North Carolina State
xP As required by these Non-Dischazge General Permits
Non-Discharge permits, facilities that have been issued Certificates
for es for
f��m�
g General permit, Waste Management Systems will
must be received b rmits must apply for renewal at least 180 days Coverage to operate under
y the Division of Water Resources by no later than A y prior to these State
their expiration date. Therefore, al] applications
Please do not leave an April 3,2019.
AppliFation must be signed and dated by the P e
unanswered
Please veri
fJ' all Information and make any necessary corrections below
I. Farm Number: 31-0863
2. Facility Name: Certificate Of Coverage Number:
Winters Tract- r d� WS310 63
3• Landowner's Name(same as on the Waste Management Plan):
4. Landowners Mailing Address: PO428
Box
City: Faison
Telephone Number:
(a /Q �O r� State: NC
P 5- Facility's Physical Address: . E-mail: Zip: 283412�
2392 Bowdens Rd
City: Faison
6. CountyState: IVC
where Facility is located: Dunlin ZIP: 28341
7• Farm Manager's Name(if different from Landowner):
8• Farm Manager's telephone number(include area code): 6(e w; x &r(5�
9. Integrator'sName(if there N ) `� 1�, ��•�—O
ere is not an Integrator,write"None"):
10. Operator Name(OIC): Ben' Maxwell Fo d LLC
amin L.Grady
11. Lessee's Name(if there is not a Lessee,write"None,,): Phone No.:
Q OIC#: 22022
12. Indicate animal operation
type and number:
Current Permit:
Operations Type
Swine-Feeder to Firtish Allowable Count
O!eration Tr.es: 6,600
Swine
Wean to Finish Cattle
Wean to Feeder Dairy Calf Dn
DairyNon Laying Chickens Other es
Farrow to Finish Heifer
Feeder to Finish Milk Cow Laying Chickens Horses-Horses
P
Farrow to Wean Dry cow Pullets Horses-Other
Beef Stocker Calf Sheep-p-Sheep
Farrow to Feeder Turkey Pullet Sheep-Other
Boar/Stud Beef Feeder
Gilts Beef Broad Cow
Other Wets Other O Non Lay
ing Pullet
Layers
plia
rvf�,� iL"�? '3 ?4tKS
MAR 2 8 2019
w Quality
,,gi ea{®ptlrfall0p'S 9rt n

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete.corrections and provide missing data.)
P e. Make all necessary
Structure Estimated Liner Type
Name Date (Clay,Synthetic, Estimated Desig
8/20/1997 t ) (Square Feet)
Freeboard
Built Unknown Capacity Surface Area
1 ) (Cubic Feet ) °Redline"
� (Inches)
7'5 / 7 l a-
z7.00
AY�®�
Mail one (1) COPY of the Certified Animal Waste
as required by NC General Statutes 143- Management plan
215.1OC(d)to the address below. (CAWMp) with this completed and si ned
The CAWMp must include the followin g application
g components:
l• The most recent Waste Utilization Plan
a. The method bwaste is applied to(eo),sined disposal the owner and a certified technical s ecialist,containing;
b_ A map of every field u ed for land applicattio for exam fields e
C. The soil series present on eve land a ( g. lgatton,injection,etc.)
( example:irrigation map)
d. The crops pp application field
P grown on every land application field
e• The Realistic Yield Expectation(RYE)for every crop shown in the WUp
f The maximum PAN to be applied to every land application
g• The waste application windows field for every crop utilized in the WUp
h. The required MRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4• Insect Control Checklist with 5• chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
6• Mortality Control Checklist with selected method noted-
7. Lagoon/storage pond capacity Use the enclosed updated Mortality Control Checklist
complete. Also P h' documentation (design, calculations
Provide any site evaluations, wetland determinations,)or Please be sure the above table is
Your facility. accurate and
8. Operation and Maintenance hazard classifications that may aintenance Plan Y be applicable to
If Your CAWMp includes any components not shown
on this
(e.g.composting,digesters,waste list, please include the
transfers,etc.) additional components with
Your submittal.
As a second op
tion to mailing paper copies of the application
application and all the CAWMp items above to: 201Of the t application
Package,
c age
g , you can scan and email one signed copy of the

complete to the best of my knowledge. I understand that,
hcation has been reviewed by me and is accurate and comp supporting information and attachments are not
i attest that this app lication are not completed and that if all required
iif all required parts of this app incomplete-
application package will be returned to me as income 1 makes any false statement,
included,this aPe person who knowing y 18 U.S.C.
be subject to civil penalties up to $25,000 per violation.
imprisonment
of not more than 5 years, or both for
Note: In accordance with NC General Statutes application may and 143-215.6B, any
representation, or certificatn in an by apfine of not more than $10,000 or imp
Section 1001 provides a punishment
a similar offense.) If Landowner is a
Landowner, or if multiple Landowners all landowners should sign.
printed Name of Signing Official ( oration):
signature should be by a principal executive officer of the core
corporation,sign / �^f. t
� a�itle:
Name: _.L_'-7
Date:
Signature:
Title:
Name: Date:
Signature:
Title:
Name: --
Date:
Signature:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number,[phone]
E-mail:2019PermitRe11ewal@ncdenr.g0v
FORM: RENEWAL-STATE GENERAL 02l2019

'4Y
ROY COOPER �r .....,
MIC14AEL S.REGAN NORTH GARpLINA
secrerarr
Envlronmental Quality
LINDA CULPEPpER oire" February 27,2019
Benjamin L Grady
Winters Tract-Grady
PO Box 428
Faison,NC 28341-0428
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee: of the Animal Waste operation State Non-Discharge General Permits,
eration State Non-Discharge General Permits are available
roved for operation under one
your facility is currently aPP Copies of the new animal waste op or by writing or calling:
which expire on Sep
tember 30, 2019. CoP .[V_ o at ratio slao
at h :I/d nc. o / o t/divi i I star-a to es w t r
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
ene P its 4 ou
s b a li ati n or
der h S e Non-Disc f o e a, ac.il' a C v re
I rder to c n i u d ov r I t "Re u st for a ifi at d re d r ril 3 2 1 .
cto d u be c le a i 1
ids' n. Mp it he
e vera e a li a on rm t Pl n A
e er Pe t." to M n em
t n- h e f he a 't"ied ni a 2 f h r w
1 e WMP e o nd n
Please no e t o mu t i clu e o e h o clud d Irt lh
si e a lic door
e le e a anpli_ c��• ecified may result in a civil penalty
our coverage under a general permit within the time period sp
Failure to request renewal of Y e under a valid general permit would constitute a violation
Operation of your facility without cov of NCGS 143-215.1 and soul
erag per day.
to 525,000 p lease feel
result in assessments of civil penalties of up a General Permits, the enclosed application, or any related matter p
If you have any questions about the State ran-Dischaag
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
sincerely,
—
rJ -_
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures Wil LnctQn Regional Office,Water Quality Regional Operations Section
cc(w/o enclosures): D_Dlin County Soil and Water Conservation District
AFOG Section Central Files-AW 31 863
m PuFoods�Cax Division of Watey R�eSDUIces
North Carotins De�srt+nant of fnv+r°nmentai Quality I
512 N.Sar bary St.1 1636 Meil Service Center Rale+�.North Carolina 27699 16'36
919.707 9DD0

Version—November 26,20
M®rtafitY anagement 0vil w
Indicate which method(s) will be implement a����5
When selecting multiple methods indicate a prima ed
Methods other than those listed must be a �'versus seconds
pproved by the State Vete�ina�ann.
Primary Secondary Routine Mortality
aBurial three feet beneath the surface of the ground within 24 h
death. The burial must be at least 300 feet from any flowing stream or Public(G.S.106-403). The bottom of the burial pit should be at least one foot Publedge of animal
high water table.Attach burial location ma above is body of water
p and plan. the seasonal
ti
i �; Landfill at municipal solid waste facilit
138 .0200. Y permitted by NC DEQ under GS 15A NCgC
Rendering at a rendering plant licensed under
G.S. 106-168.7.
Complete incineration according to 02
NCAC 52C.0102.
aA composting system approved
sumer Services Veterina y Diviand permitted by the NC Department of Agriculture&Con-
additionalrequirements must be and a COpY of permit), If tom
permit is required from ostDE is Qstributed off-farm,
OD 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.
,
aa ( 106-549.70).
Any method which, in the professional opinion of the State Veterinarian
the salvage of part of a dead animal's value without endangering
(Written approval by the State Veterinarian must be attached). would make possible
9 g human or animal health.
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES
also recommended for all animal operations. This plan outlines farm-specific
agement methods to be used for mass mortality. Permit. These plans are
ports a varlet arymortality man-
y of emergency mortalitydisposal Y The NCDA&CS Veterinary Division sup-
contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP
when numbers of dead animals exceed normal mortality rates as specified
Veterinarian. and is activated
• Burial must be done in accordance with NC General Statutes and NCDA by the State
Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit). may enact
• In the event of imminent threat of a disease emergency, the State Veterinarian
additional temporary procedures or measures for disposal according to G.S.
. 106 399,4.
"4:14
Signature of Far
er/Manager
Date -- ----
30/0/-
Signature of r
ethnical Sped st
Date

-L' EE'- N
_ .-AN
PHONE NUMBERS
Division of Water
Resources (DWR)
Emergency Manage
Soil and ment System (EMS) - ----------- ______ater Conservation District WCD ~
Natural Resources Conservation Service ) _______ ---
(MRCS) - -
------__-
Thisplan wiII be i ----�----�----------------
mPlemented in the event that wastes from °
overflowing, or runnin
Your property g off site. You should not w Your operation
P y to consider that wait until wastes reach surfer e are leaking,
this does not ha you have a ruble
happen. This plan should be Problem.
You should or leave
the facility. The foIlowin Posted in an accessiblelocatioery effort to ensure that
g are some action items You should
take. n for all employees at
�• Stop the release of w
Suggested res antes' Depending on the situation
ponses to some possible this may a• Lagoon responses
Problerris are Iisted below or may not be Possible.
possible solutions are:
1) Add soil to
berm to in
2) Pump wastes crease elevation of darn.to fields at an acceptable rate.
4) Calla goon immediately.
pumping contractor.
5) Make sure no surface water is enterin
b• Runoff from waste a g Iag°On'
pplication field-actions include:
1) Immediately stop
2) Create p waste application.
3)
a temporary diversion to contain waste.
5) to reduce runoff.
Incorp°rate waste
4) to and eliminate the reason(s) th
Evaluate the application rates for the at caused the runoff.
C• Leakage from the fields where runoff occurred.
waste pipes and sprinklers-action include:
1) Stop recycle pump
2) Stop irrigation pum .
3) CIose
P
valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
ps.
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 lagoon. 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 Ieaves 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:
2 November 23,2016

2) local SWCD office,phone number: _
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriff's 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 (NRCS,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.
3 November 23,2016

Insect Control Checklist for Animal Operations
Source Cause
_ BMps to Control Insects_
Site S ecific practices
Flush gutters Accumulation of solids ® Li uid Systems
Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
Lagoons and pits dischar e
Crusted solids CJ 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
Excessive vegetative over more than 30 percent of surface
growth Decaying vegetation 0 Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders Feed spillage Dr S stems
0 Design, operate,and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 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

Source Insect Control Checklist for Animal Operations
Feed storage Cause
Accumulations of feed BMPs to Control Insects
residues ® Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
site S ecific Practices
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
products)
brewer's grain and similar high moisture grain
Q Inspect for and remove or break up accumulated
Animal holding areas A solids in filter-stri)s around feed stora e as
ccumu]ations of animal 0 moisture along fences
Eliminate low areas that trapneeotherlocations where waste acc
wastes and feed wastage and other •
disturbance b umulates and
y animals is minimal
Q Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
Dry manure handlingaccumulated solids as n Inspect for and eed remove orbreak up
systems Accumulations of animal Q needed)
wastes Remove s illa e on a routine basis e.
P g
7- to I0-day interval during summer; 15- to 30-day
interval during winter)]and application or disp where manure is loaded for
osal
Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
For More inforanation c handling areas as needed
Cooperative Extension Service,contact:
of Entomology, y
Box 7613,North Carolina State University, Raleigh, NC g 27695-7613.
AMIC- November 11, 1996 page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production JS Vegetative or wooded buffers;
M 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 ® Slotted floors;
J0 Waterers located over slotted floors;
Cl Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance; �~
Dust @I Efficient air movement
Indoor surfaces Dust A Waslydown between groups of animals;
® Feed additives;
❑ Feeder covers;
19 Feed delivery downspout extenders to feeder
o AIM
Flush tanks 0 Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush.-witli underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge litres to near bottom of pits
Iiquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers T
or junction boxes conveyance

Source Cause
limps to Minimize Odor Site Specific Practices
End of drainpipes at . Agitation during wastewater 61 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; IR Proper lagoon liquid capacity;
• Biological mixing; 9 Correct lagoon startup procedures;
Agitation a Minimum surface area-to-volume ratio;
Ise Minimum agitation when.pumping;
O Mechanical aeration;
0 Proven biological additives
-- High pressure a itation; S Irrigate on dry days with little or no wind;
Irrigation sprinkler lh p g ` -
nozzles • Wind drift lJ Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface . Mixing while filling; ® Tank covers;
e Agitation when emptying C7 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
anure,slurry or sludge e Agitationp when spreading; CI Soil injection of slurry/sludges;
M '
spreader outlets • Volatile gas emissions O Wash residual manure from spreader after use;
0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while lJ Soil injection of slurry/sludges
slurry or sludge on field drying CI Soil incorporation within 48 hrs.;
surfaces 0 Spread in thin uniform layers,for rapid drying;
17 Proven biological additives or oxidants
Dead animals • Carcass decomposition I$ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction ofdisposal pits
lnci�� . incomplete combustion Cl Secondary stack burners

Source Cause BMPs to Minimize Odor Standing water around . Improper drainage; -Y Site Specific Practices
facilities Grade and landscape such that water drains
Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads —
public roads from farm lS Faun access road maintenance
access
_Additional Information :
Swine Manure Management; 0200 Rule/BMP Packet -- -- Available From :
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU,County Extension Center
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-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-BAE
Environmental Assurance Program; NPPC Manual NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management:Odors and Flies; PR0107, 1995 Conference Proceedings NCSU Agri Communications
g Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs 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 X 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-
S inches over more than 30%of surface.
Excessive Vegetative Decaying vegetation ST 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.
_ Dry Systems
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
61 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 0 Reduce moisture accumulation within and
around 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).
CI Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

_ � f Source � � Cause �BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 13~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 Man ure 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)wherb manure is loaded.for land
application or disposal.
D Provide for adequate drainage around manure
stockpiles.
Cl 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.

Animal
(Please Waste Mansg m e
Ype orprfnt all info ent Plan Certi ficahon
EX Or istin rmation that does not require a Signature)
Nei{� or
General lnformation; EX anded ( lease
circle one)
Name of Farm: W t nt i-
Owner(s)Na Exs rp'Ac'r- ' GRaay
Name* MAX WALL FooDs
Mailing Address: p o. t�e• Facility No: 31
Bax t o0 047
Farm Location: GOL-DSBo•ta Phone No: atq_-t
Latitude and � tvG �753z 7$-3f3p
Please a Longitude: 7 COnn tY Farm is located in
-� 03
attach a co - / z o 1'L IN
names, directions copy of a county road
map with location identified and describe
milepost, etc.):
below(Be specific:road
eration
escri
ti
7.ipe of S,ri>re n: ..
J k'ean to Feeder No'ofAirimals
2 Feeder to finish Ti pe of f'oult
6600 '3' No. oJAnimals
J Farmµ•to mean �Layer T}ne of cattle-r Farrou to Feeder 0Pullets No. afAnimals
D Dairy=►Farm u to Finish
=J Beef
Other Tape of f-A-estock.•
ExpQndurg Oprratron
Oir!}• .. � Number Previous D ' ofAnimals:�
TotalD eesgn Capacity•
esit;n Ca41acitl•; 'Qddrti'ottaiD
Acreag fsrgn Capacit�
e Available for
Number of La, Application: let&.q7
moons/Storage Ponds ; Required
Are subsurface drains �— Tot Acreage; t3
present on the faun: al Capacity; f qz r,r!zr{. a•8
If YES: sub su ms YES
dace d* x present in the area or —::—:-7Cubic Feet(ft3•)
*x NO (Please circle one
Otv ****
ner`/111ana ** ** ****** of LAGOON
)
I(we)verify ger Agreement ON or SPA y FIELD that all ,t,A^I__- (please circle one
information is co )
�Iished ' correct and will be u **********
I the approved Updated u
I (we) 1:now animal waste Pon ch,anaing I(u e
l� m that any expansion to manaQ Plan for the understand the operation and
lJ of new the a bemen�'
rl l t"1 Q l fore the ne`facilities will require a new xisting design capacity fairn named
animals certification y of the above and will
'Lation system to pals-surfaare
stocked.
I to be sub waste treatment and
�han the s'e waters of the state Understand that there nutted to the
Year, 2 must be no dischar Division of
�un-off of storm and there erectly through a ge of
oral Resoumal
rces
from lounging and h gust not be run- m man-made conveyance
f Conservation Un.-i off fro or
,uo r Conservation District. I Service The a y use areas must be the application of.anima�I .requires written not if ad on h D oil and W (we PProved minimized usin
ater Conserl, )know that any modificat on�i11 be filed at the f g thchnical
E-%4 or a new certificationiton District must be a arrn and at the
Name of Lan prior, to i d s'ner ; (if the a n'plementation. ,q ch the
by a technical
MA,,WE�� Foods pProvedplan is changed age inland Signature: )within 6p days ownership
1---� . , r nt 0.
of a title transfer.
"ame of lllanag ( --
er if different from 01A
Signature: • �T ��`� Date:
A"'C Januarti 1, 1997 �4
Date:
1

D). ,,Ai ation and Handling Equipment
Check the appropriate box
❑ Existing or a andinR facilit with xistin waste a licati n e ui ment (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).
C� New. ex nnded. or existing facilitN, without existin waste a licati n e ui ment fors ra
'rrigation. (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 io 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).
a New. ex pa or existing acilit without existing waste a -lication e� ui ment r d
Breading not using s rav irri ati n. (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
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tinning of
applications has been established; required buffers can be, n, intained; calibratid adjustment guidance are
contained as part of the plan). on ane..
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): ,20
• Phone No.:_?in-
Signature: zqG,-
t-1 n
Date: iq�
E) Odor Control Insect Control °hlorta'lity-A'Ianage"'Mt"t$and Emer enc Action Plan SD
The waste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Cfiecklist,`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 Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): l eofWff u. pff-Tr cs
Affiliation:
Address(Agency):
_Phone No.:—
Signature: ".�j,.� 20 sEurusr q7
Date:
F) Written Notice of T or Ex anding Swine Farm
The follo%iinp signature block is only to be used for n.ew or expanding smine farms that begin construction after June
21, 1996. If the facility was built before June 2I,1996,when was it constructed or last expanded__I (%ve)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,INCGS 106-805. A copy of the notice and a list.of the property owners notified is
attached.
Name of Land O%-tier : Maxwet-i. Foo'as, ING.
Signature: —
ate: So A-cvusr 4T-7
Name of Alanager(if different from owner):
Signature
A1I C -- January 1, 1997 — — Dater

C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):_ _
Affiliation:
Address(Agency): _ _Phone No.:
Signature: _ Date;_.._
D) Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling'equipment specified in the plats is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract,equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan hat been
purchased and will be on site and installed by 2IZ&[z000 (month/day/year);there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the Qtatr�•` >> :: ?®,V
Name of Technical Specialist (Please PriRQ
Affiliation:
12'i15
Address(Agency): 4�d . 30-A m98 K Phone No.: 9ta-z96-►no
°6 �
Signature: �'�. � � �� ���n;.- =•®eit� e Date:
0 -::�. Y
The following signature block is only to.be use"4mi P.mfh''ir box for conditional approval in III D
above has been checked.
I (-we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
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 Ow r : tau �•�'a'�'1
Signature: __.__ -_ ---
N2me "0 qq
N2me of Alanager(if different fro owner):
Signature: Date:
E) Odor Control Insect Control and Mortality management (SD. SI. NVUR RC or It
]`Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Fame of Technical Specialist (Please Print): 6,ro"RGt: tt- pc-Tr4S
Affiliation: Enldri wtntiFNt � r4"A6VoKvr#r- G►otysOoixa Nolte r�Ms
Address(Agency): Po-6" t000q Ga`vseago, Ne. 2?S32 Phone No.: 1101-116-a 130
Si_nature: Date:23 A'''<e Iq
AWC -- Jnnunry 1, 1997 S

TABLE OF IRR'GA
Effective date as of 3105M1 Teo LAC
Winters Tract-B.L. Grady
HYDRANTS
WT-1
WT-10 ACRES
WT-11 7.46
WT-12 2.69
WT 13 3.12
WT-14 3.6s
WT-15 4.18
WT-16 4.19
WT-17 5.72
WT 18 6.4
WT 2 6.54
WT-3 3.75
WT-4A 711
WT-46 7.11
WT-5 3.56
WT-6 3.58
WT-7 6.6
WT-8 5.44
WT 9 4.44
2.04
Total Acres 1.97
t39.75 --

�.,
_ -�.
..
O�i � tic
�\ U
�' a
� '
'ram �
r
�_� � t
�. � '!
V
C l
�:. �; a .�,.�
� �J ,``
�� _= r _
� � �.� `♦
,1' 'y 'ir `\��
�� � o
J
�t V" � ��
M \
n
_� `
n
�� ' +/i �'
' 3 �l �` s
'.
'/., '�
L
y � n � �
v � _____
V' '%�
/�
//
`�J � �
Y
cf
� � <
SD \
J�'
n..�`
3��
� 3 y
�_�' � .�
a �'
/ _ a
r
/ V I
d
% M�� /
/ !
/ /
/ r
r �
/ d
/
� �'� o
„?J��o�� •�,
l I �J �Y�
_�
_�— '
:��
Y;1 �

-)r7
POND. W�
> A
Al
.7
LU iw I'mi
LU
IVA
UZI
LW
1244
.73
B*ar M,n
11.7
j.2SL,
LIU
? luz JUA�
Lw!:it
3: LOCATION A�n
;O—L
ko
ISAA
WA!L5,A 1.5
U,4y 6,
POP.2,7.W 1
PA? .7 4d
)X,FO
0
0 1-0 U0
1.4
Ms • I A
17
Lm--
Proposed',Hwy.1-4�
F—
FJ
1103
-c
Lu
1p
IS I
7s
-404
ti-
PASt. J."
T,
09

T&V,
'S _: I"z 6GOr
I P I
"n
.............
_9 4
td
.7
i7,I
Q�7
X aq-Y
I ONE
A C
Rr
44 2
30
NO
R­w
if
Ral�P.
JL J_A
"LP6-
rAD
"I....................
tz.741,
W2
V4
k�l
It;M
b IV
rigEig
w oil
X1.

M�Xk\E� L Foons,S�lc• T�� r�qp
-ZONE A
U �l
1}:C; 135a
ZONE X
ZONE A
. Z(
ZONE X -�
" f305
Z
i3 61
fr
1f
r i 305 .
1385
0
1\
l %r

;004"Ao rite 4 T
QUOTATION
WaLacc, ?vC 28405 J—P (910)-285-5581 Quote Not valid Affer M Days
r Quotation Daze: _
0 Paze of
Job Nate:
ITEM QTY DESCRIPTION UNIT TOTAL
COST
7 op
A' �� o
st
!( p O
1
r 14
37,
f �° D•.o
67.
I � 1
I
I I
I
I
I I
I
I
I

s I -
ti {
QUOTATION
Wallace, NC 28-166 (910)-285-5>$1 Quote Not Valid Mler Days
Lf�:''.:.-�,�. '.�-� *.,--;�
T : Quotano _nDare:
G-
O e ofPage
Job Name:
A
/ r>
MEM QTY DESCRIMON
L'1� TOTAL.
CAST
`A
f
I
I
I I
f I
I
I
I
1 I
I
I I

QtiOT-MON
Wallac--, NC ?g'-o6 (910)-285-5581 Quote Not Valid After M Days
Quotation Daze:
Pe cf
j Job Name:
ITEM QTY DESCRIPTION
L'NTI- TOTAL
COST
Li
4 Cr-
3
I
c
I I -
I
I I
i I
I

I 1 G � 3 q, r { "t fXUC T 1
QzroT-moN
'Vallace, NC 2846-6 * (910)-285-5581 Quote Not Valid .After.; Days
T �r a Quotation Date:
0 Page of
Job Name:
QTY DESC IMON
UNIT TOTAL
COST
I
?
;V Lls G �aIJU c`� In l r 7l
�rOd _
/a-#60-4F7- C c � o
J - i r//L)A
� Od
y��Uv 0 w
77 -----

a _ .
�y
.�•Y\.� i ''; .�� , ,�. ���`(t'l71 �'��crar,.� Ia•.5',•;i�ti� •` -t•, �fr'. ���,�
ki-
••`yt.' -t.,r'�\�• -t;••-- .•; ) ,�E ,,�'•'',ks.•'`t `rl.-y Yi.�vf,;�yl
WJ •,��`�- ,1,. cl'E'Y.J:y''•
-:i:,\"�•�:j.'l.=i.y ✓. tY, _�'`;•..�•.''-�4••] + ,• ,�:k r;.-Z' ?11 t !y
i•�,.
`f, ., „fix-,'.. ` `"r `�vt.'.. .h�„ ?Ct N�IY!�`.� `,•� y .,r [ r `
•"�' �� '.J1'.v .�i.- r �i( r ?�'`:ti 1•..\„ .i1;�_=L+'il,1►,:� !�, *t `r 1' ..
.✓;u"'if� ti,tr;.K `_. `r•` I •r��• "'r-;,- ;�.i.`` 1'?^S 1i:1, , - I z- ''�: _.�.
SSSGGG... n.� 'y r..• ;• I 4f is �•?>.. ��. '• L '{' kr'- r� J
y,..I- �'';,`�� '•y 'r`` =fir'.,:' " , ?�'`�'.: '`' eY' ix,l.u^
�/�"' "7.'_Kal,;ti:�" ,`X .'` '.1�,_ •t .'Y� v.hj�C1'..'�� y,�1,�;; r ,4�:_ �. �
o Fr
r
- / �� a A ri 1.�,t't�'��:e�} �t.�Y 4?1 �� •.'�,.`, :,ul�,_•;r��,'.,.,� }�Ji�/,..� r 3�
1ct r�• ++.. , �� ilC,tr.��•
� t�:r j .,iil•,(;ftS;y':�x. I •� ,., b4./f�,� `ri' h
71
41
t
1 G � •i 1
—a�,�

r ���/�yj,` � y� � � � .a�. .� � .1 .^�~(r,•�_A^`fir-:• t[
,r`.". ,�.r; SJ�'f' Jyl.,r�� r�'`'E�-•� ."�I• � 'F��d��%.�j '.}:+:_,�' t�y�.`'�,'.:'� .TT �.:t
�'' .'`l-i�"•'���'�l'3'- rf''i�'J< � - (�.i`:-a".i .'c:'���;., :.r.* ,.S '�i tC✓T �,' �'j
Vr
t'�'t ./•fir �' '.•v,�r'.y_���.. -`5:/ry�� � fy�� �,�,'. ..
.'� ,'�.�, �'��;�.`t'rk •E:r'� � '`��;�'~Miz,
t��..'C bf:��,,��''��r a1��, ,•v •� { - � .7' � � e.`.
).%:r \r' \!�, Tr.• "ry,r.:•1. 4...t,:F[rt',t' 7. y�,- �y�`i7�a'.•.:
.� s �"��y'jY�.{{ T.. _s•4 'iY'.T� •�.�,` ••.< •,s's�'�.yry� ''fj'�� ".' .tiS +�"'•'-'.sF `,� _.•/.�" '1, .:�r"1-r. h��.,:�:.`.iT'.'.•.?L' `ill�" '\.''' `r � ,ti.���_•,� � '
c- ,h+: y,rt ''.jf fS�:l's'/1,,•Y".,-.�..� ...�1•''''-.`�'9'S. a:.y'i�`O� '�4'�( •r + ��'1 a
'�' I� �''.�' �r �'•. fir\aL� '�-
'�,/.,; '�\`l 1 �. '� � _ �•�J'r, ",.•:' �,��'.�, ,,: �i'G It �r

MAIN UK l 1LK& !K K I LTA 11U1N, 1N U
Animal Waste Irrigation Plan Certification
Please Circle One: E ' 'ng New xpanded
General Information( ,
v of Farm: �� Facility No: / --
-.,ier(s) !4Name: ,� Phone No: 9ra G 7-v y l
Mailing Address: y ,� A", r 1 3 y V
Farm Location: County Farm is located in:
Latitude and Longitude: / Integrator:
Please attach a copy of a county road map with location identified and described below(Be specific:road names, directions,mil osts, etc.):
cr
O g eration D_e_sm tion:
Type of Swine No. Of Animals Type of Poulfty No. Of Animals Type of Cattle No. Of Animals
❑ Wean to Feeder _ ❑Layer _ ❑Dairy
❑ Feeder to Finish ❑Pullets ❑Beef
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts _ Other Type of Livestock_ _ Number of Animals
❑ Boars
Expandwg Operadm Only.
Previous:Design:Capacity: Additional Design Capacity Tntal Design Capacity
Acreage Available for Application: , 7 tl Required Acreage: 25
- tuber of Lagoons/ Storage Ponds: Total Capacity: Cubic Feet(fl)
r..� surface drains present of the farm: YES o 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 anal 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:
.-;Rnature: Date:
Name of Manager(if different from owner): _ -
Signature: _ _Date: J
i

IRRIGATION
1
D --I
.�] SIGN
CERTIFICATION
FOR
Maxwell Foods Inc. - Winters Track
-August 25. 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 my,l ndWfedge7,and belief.
Jt
.\`�.e''c -.tit—• .� !� �
M. Floyd Adams, E. Date
License No. 1�273 CF°
fi y�; ....,..•^ems, w,ti

RIGATION SYSTEM DESIGN PARAMETERS
Date: 25-Aug-97
Land Owner/Operator Name: Maxwell Foods, Inc. - Winters .Track
Address: P.O. Box 10009 County: Duplin —
Goldsboro, NC 27532
Telephone: 919 -778 - 3130
TABLE 1 - Field Specifications (1)
Approximate _
Maximum Maximum
Usable Size Maximum Application
Field of Field (3) Slope Application per Irrigation
Number(2) (Acres) Soil Type (%) Rate (4) Cycle (4)
--- ------- - Crops) m/hr
( ) (inches) Comments
37-8 Ra 0- 1 Corn, Wheat, Soybeans 0.40
2 11.2 FoA 0-2 Tall Fescue-Controlled Grazed 1.0
5 22.5 FoA 0-2 0.50 1.0
Hybrid Bermudagrass, Small Grain 0.50 1.0
6 11.0 Ra 0-1 Tall Fescue-Controlled Grazed
7 10.6 Ra 0-1 0.40 1.0
Corn, Wheat, Soybeans 0.40 1.0
7 20.2 GoA 0-2 Corn, Wheat, Soybeans
8 26.5 Ra 0.50 1.0
0-1 Corn, Wheat, Soybeans 0.40
1.0
(1) Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(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.

.ABLE 2 - Traveling Irrigation Gun Settings Date: 25-Aug-97
Make, Model and Type of Equipment: Ag-Rain Model 30A Traveler w/ Nelson SR150R Gun w/ Model 3HA Pump
Zones (2) Travel Application EQUIPMENT SETTINGS
PP TRAVEL LANE Wetted Flow Nozzle Operating Operating
within Speed Rate Effective Effective Hours per Diameter Rate Diameter Pressure Pressure Arc
Fields 1 ft/min in/hr Width ft Len th ft Pull 1 feet Wetted
1A 2.35 0.39 210 670 4.8 300 inches Gun si Reel si Pattern 3 Acres
205 1.18 50 Comments
1 B 2.35 0.39 210 670 4.8 300 205 1.18 50 94 320 3.23
94 320 3.23
2 2.35 0.39 210 315 2.2 300 205 1.18 50 94 320 1.52
3 2.35 0.39 210 1060 7.5 300 205 1.18 50
4 2.35 6.39 210 '1060 7.5 300 2 55 1.18 50 94 320 5.11
5 2.35 0.39 210 1060 7.5 300 205 118 50 94 320 5.11
.
6 2.35 0.39 210 1060 7.5 .300 205 1.18 50 320 5.11
7 2.35 0.39 210 1060 7.5 300 205 1.18 50 94 320 5.11
8 2.35 039 210 1060 7 94 320 5.11
.5 300 205 1.18 50
9 2.35 0.39 210 1060 .5 300 205 1.18 50 94 320
7 5.11
10 2.35 0.39 210 1060 7.5 300 205 1.18 50 94 320 5.11
11 2.35 0.39 210 400 2.8 300 205 1.18 50 94 320 5.11
12 2.35 0.39 210 590 4.2 300 205 1.18 50 94 320 1.93
13 2.35 0.39 210 780 5.5 300 205 1.18 50 94 320 2.76
14 2.35 0.39 210 1100 7.8 300 205 1.18 50 94 320 3.30
15 2.35 0.39 _ 210 1100 7.8 300 205 1.18 50 94 320 5.30
16 2.35_ 0.39 210 840 6.0 94 320 5.05
300 _ 205 1.18 50 94 320 4.05 ---
17 2.35 0.39 210 560 4.0 300 205 1.18 50
94
18 _
2.35 0.39 210 350 2.5 300 320 2.70
19 2.35 0.39 210 1070 7.6 - 205 1.18 50 94 320 1.69
20A 2.35 0.39 210 920 6.5 300 205 1.18 50 94 320 5.16
1.18 50 2 2.35 94 320 4.44
0.39 210 370 2.6 300 205 1.18 50 21A 1A 94 320 1.78
2.35 0.39 210 920 6.5 300 205 1.18
21 B 2.35 50 94 320 4.44
0.39 210 860 6.1 300 205 1.18 50
22A 2.35 0.39 210 920 6.5 300 205 1.18 50 94 94 320 4.15
22B 2.35 0.39 210 985 7.0 300 205 1.18 50 320 4.44
23A 2.35 0.39 210 920 6.5 300 205 1.18 50 94 320 4.75
23B 2.35 0.39, 210 1 440 7.4 300 205 1.18 50 94 320 4.44
24A 2.35 0.39 210 920 6.5 300 205 1.18 50 94 320 5.01
94 320 4.44
24B 2.35 0.39 210 1055 7.5 300 205 1.18 50
25 2.35 0.39 210 270 1.9 300 205 1.18 50 94 320 1.30
.30
26A 2.35 0.39 210 305 2.2 300 205 1.18 50 94 320 .
94
26B 2.35 0.39 210 700 5.0 300 205 1.18 50 320 1.47
27 2.35 0.39 210 680 4.8 300 205 1.18 50 94 320 3.37
28 2.35 0.39 210 670 4.8 300 205 1.18 50 94 320 3.28
29 2.35 0.39 210 750 5.3 300 205 1.18 50 94 320 3�;3
23
30 2.35 0.39 210 740 5.2 300 205 1.18 50 94 32031 235 0.39 210 730 5.2 300 205 118 94320
94 320 3.52(1) See attached map provided by the Field Office for field localion(s).
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. 147.93 = Total Eff. Wetted
(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). Acres
May also use degree of arc in degrees.

TABLE 3 - Irrigation System Specifications Date: 25-Aug-9'1
_ . - -- --..__----Traveling---
Irrigation Gun
Flow Rate of Sprinkler (g m) 205
Max. Operating Pressure at Pump (psi) 107
Design Precipitation Rate in/hr 0.39
Hose Length ft 1000
Type of Speed Com enstion Turbine
Pump Type PTO, Engine, Electric) Engine
Pump Power (hp) 22
TABLE 4 - Thrust Block Specifications (1)
Designer may rovide thrust block details on separate sheet.
LOCATION THRUST BLOCK AREA (sq. ft.)
2" line 3" line 4" line 6" line
90 Degree Bend _ _ 0.65 1.39 2.30 4.92
Dead End 0.46 0.98 1.60 3.48
Tee 0.46 0.98 1.60 3.48
45 De ree Bend 0.35 0.75 1.20 2.67
Ground Ent 2 0.86 1.81 2.90 6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DID.
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

Narrative of Irrigation System Operation Aug-97
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut-down, winterization, and regular maintenance of the equipment.
This operation contains 8 buildings with a capacity of 6600 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 15180 pounds.
This system is designed to effectively wet 147.9 acres of land. As usual; more land will be receiving water but is not counted as
total "wetted acres".
This system contains 11490 LF of 6 inch PVC (SDR 21) with 30 hydrants.
There are 38 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

•IRRIGATIGw SYSTEM AUDITOR 5-Aug-97
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 irrigaition system which includes •hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas whe
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 of 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface wat
per DEHNR -DEM Code section 15A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

25-Aug-97
IRRIGATION COMPUTATIONS FOR:
Maxwell Foods, Inc. ---Winters Track
PRECIPITATION RATE:
PR = Precipitation Rate
Q = Flow Rate (gpm) 205
d = Diameter of Spray (ft) 300
r = Radius 150
FORMULA.• 2
PR = 96.3 x Q /(3.1416 x ( 0.9 x r ) x 360 / u
EXAMPLE
PR = 96.3 x 205 /(3.1416 x ( 0.9 x 150 ) 2 x 360 / u
PR = 0.34 x 360 / u
PR
In/Hr. Arc u
0.39 320
TRAVEL SPEEDS:
Design Depth = 0.75 inch
S = Traveler Speed
Q = Flow Rate (gpm) 205
d = Application Depth (in) 0.75
w = Lane Spacing (ft.) 210
1.605 Constant
FORMULA:
S = 1.605x Q / ( d x w ) x 3601u
EXAMPLE
S = 1.605 x 205 / ( 0.8 x 210 ) x 360 / u
S = 2.09 x 360 / u
Speed Arc u)_
2.35 320

TOTAL DYNAMIC HEAD 25-Aug-97
(CALCULATIONS)
Traveler
FI = Friction Loss Main
Q = Gallons per Minute 205 205
D = Pipe Size 6.00 3.00
L .= Length -of Line 5760 1000
c = Pipe Coefficient 150 150
FORMULA_ :
1.852 1.852 4.8656
FI = [0.2083 x (100 / c. ) x (Q / D ) x (L/100)] x 0.433
EXAMPLES for Friction Lo_ ss:
FI = [0.2083 x (100/ 150 )1.852 x 1.852 / 6 4.8656
( 205 ) x ( 5760 / 100)] x 0.433 .
FI = 7:67 Main Line
FI = [0.2083 x (100/ 150 )1.852 x ( 205 1,812 / 3 4.6656 ) x ( 1000 / 100)] x 0.433
Fl = 38.81 Traveler Hose
44 Incl 5 psi other losses
Total DvMWiic Head._for the Comps System:
Traveler Oper. Press = 50 psi (from Chart)
Traveler Hose Loss = 44 psi
Main- Line Loss = 8 psi
Elevation w/in Field = 10 ft. 2.31 Ft. of water per
Suction Lift = 8 ft. Lb. of Press.
Fitting Loss = 3 ft.
Total Dynamic Head = 110.76 psi
Head at Pump = 107.3 psi

25-Aug-97
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 205
TDH = Total Dynamic Head (ft) 255.9
EFF = Efficiency of Pump 60%
FORMULA:
BHP = Q x TDH / ( 3960 x EFF)
EXAMPLE
BHP = 205 x 255.9 / ( 3960 x 60% )
BHP = 22.1 HP

25-Aug-97
VELOCITY:-
(CALCULATIONS)
Main Traveler
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 205 205
D = Diam. of Pipe (in) 6.00 3.00
FORMULA:
2
V = Q x0.408 / D
EXAMPLES
2
Main V = 205 x 0.408 / 6
V = 2.32 ft/sec
For a 6 " Line, V= 2.32 ft/ sec

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 = 4005/1506 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 = 3.48 sq ft
Ground Entry 63.98x 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 = .186011500 = 1.2 sq'ft
Tee/Dead end. 16.2 x 150 = 2430/1500 = 1.6 sq ft
Ground 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 = 1470/1300 = .98 sq ft
Ground Entry 18.07x 150 = 2710..5011500 = 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
Ground Entry 8.58 x 150 = 1287/1500 = .86 sq ft

12r9
THRUSTBLOCKS3
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
....rlocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
aps, 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, line 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:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working.pressure.
f Dead End 901, 450 221/2
Pipe Line or The Elbow Elbow [ Elbow
Ji 1112" 2.94 4.16 2.25 1.15
f 2 4.56 6.45 3.50 1.78
j 21/2" 6.65 9.40 5.10 2.60
3 9.80 13.9 7.51 3.82
31/21f 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
1 8 59.0 83.5 45.2 23.0
t' 1 10 91.5 130.0 70.0 35.8 -
1 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 r2,
Sq. Ft.
Sound Shale ,000
Cemented Gravel and Sand
difficult to pick 000
Coarse and fine compact Sand 000
Medium Clay Can be spaded 000
Soft Clay 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 needed
Certain.Teed and Installation
Code 40-22-16H
�� j511175 2 15

}
bhOSAVA
oA
r /
rw ,!•
F igi -e 1 . sample of different arras gements for- thrust blocks.
r

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
MAR 2 9 2019
r',00l0roal opamuens =

V.,-w
N IF„
t7
tMi
4.5
..7-
f iv
4p a 0

TABLE OF IRRIGATIG�`, LANES
Effective date as of 3105/01
Winters Tract-B.L. Grady
HYDRANTS ACRES
WT-1 7.46
WT-10
WT-11 3.12.
WT-12
3.68
WT-13 4.18
WT-14 4.19
WT-15 5.72
WT-16 6.4
WT-17
6.54
WT-18
3.75
WT-2 7.11
WT-3 7.11
WT-4A 3.56
WT-4B
3.55
WT-5 6.8
WT-6 5.44
WT-7 4.44
WT-8 2.04
WT9 1.97
Total Acres 89.75

1! 1V iw 1... 4 I ItAY VI11ly IIII�MLt V11 VM11 VVL�II Iv�V _ /
Make,Model and 23-0e ofEqurpmenl�.�
Lane % Field Not Ft. per Travel Stop Start App Travel Lane Wetted
Spacing Spacing & Hour Speed End End Rate Dia.
Hydrant ft/min Wetted Wetted in/hr Effective Effective ft N
Noe Acres Acres Width Length
oa -�7 sa,t 11$v 3Yo J
yv u 3,3y 0 I41 3yo
10 39 a-ya 070
yv7 Fv 8v 3,3 © Yv / 3Vo
v Sl Y,/� U r �( • 3 �yv fI�- _ 3—v � � ? �, ,5 s
a 13 ! 3 ADej - fo 1
2 a S a ('60, a 130 , 3 /
�-Y o v .3 V 0 G , 3XV0 3 5t4�0 /
o v _!Ka 3
+� 3,3 C9 � qv
3f3 y b-, ,3 9 yv 7 "3 yu
! o ,3 y o O �39 yG 7G0 3 Yo
l5' v 3,3 o d ,3 aZYu G3 3y�
l� v , yo J
t.H(7 1 �v 3,3y a
3,V41 ,73 G a �3y %yv o Y 3 3yv
F
See attached map provided by the SWCD Field Office for field location(s).
2 Show separate entries for each hydrant location in each field.
'Use the foloowing abbreviations for various arc patters:F(ful circle),TQ(three quarters),TT(two thirds),H(half circle),T(one third), Q(one garter).
May also use degree of arc in degrees.

�wlJ e � i
r'
', ``
tf �� �i
. Oy�i t _
.� z..
,� �, �.
\ ~ t, `
�`•
� �\
Y
1
`��
�t� �
c� .` r .4,*,�
'� �� �. c
�\ �o
' '� ��
v.\ -`
J C �
�S�a
a �`
�{ �'
�(a 7 <<!
� � ,� `'
a�J J
`4 - --
L � /�
�:r '/i
t
+_ �.
�J , C
1
1
G
�`✓ � `
�-
O
J
a � � �
3 3J V
3 o
�.�.
3 � �
6
_ ,�
;� � 3
�•� ��
h� '
I l
� � e
� �
� � __
i
I
G
f d7�'
`O 9
ti_ � � ,y� `�y�,
%��� -
/,�.

Animal Waste Management Plan Certification
(Please type or print,all information that does not require a signature)
AExistin. or New or 'Expanded (please circle one)
General Information:
Name of Farm: W t NTElaS TKAC-r- - &R-AVY Facility No.
MAX WELL. FDOD$ ING. Phone No: MI l-7?5-3130
Owner(s)Name- - %
Mailing Address: p 13ox t000q Uot_vsao Ro , NG 2-7s32
Fann Location: County Farm is located in: D"?/_t N
Latitude and Longitude:_a�b _ o3� ?,7 J '78 0+ 40
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 0DC�e No. ofAnirrials
ean to Feeder .Layer
=i Wean
X Feeder to Finish 6600 13 Pullets Beef
D Farrow to Wean
.7 Farrow to Feeder
J Farrow to Finish Other Type of Livestock. Number of
Animals:-Expanding Operation Only xF
' Previous Design Capacity: •
Additional Design Capac'0
1 Total Design Capacin':
Acreage Available for Application: tOtb.47 Required Acreage: 134.E
Number of Lagoons/Storage Ponds : I Total Capacity: t q25/J-2t{- 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)
Own&-/Mai nager 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 pi I 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
urface waters of the state either directly through a man-made conveyance or
waste from the storage or application system to s
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(eve)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 •ner : MAXWELL 60"Si INC­
: - Date:
Signature:
Name of Itlanager�,, erent from o4;m
Signature: -
Date:
ANVC -- January 1. 1997 1

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. 1 certify that the animal waste management system for the farm named above'has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental 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-certifications(SD,Sl,WUP, RC,I),the technical specialist should only certify.parts for,which they are technically
competent.
IL Certification of Design -
A) Collection, Storage, Treatment Svstem
Check the appropriate box
Q Existing facilitv without retrofit (SD or VRJP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New. expanded or retrofitted facilitv (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.
gs��• a++asti:'i'SI
AR
Name of Technical Specialist (Please Print)..4'��'
y
Affiliation: ta
Address(Agency): 1?•0- GmY, 169R Wertt+nl—ILLE� if kEA 349RO a Phone No.: 910-29(e-%KIn
U 4
Signature: Date: 8(zEM
B) Land A )r4ication Site (WUP) °'dtrtattt��
The plan provides for minimum separations(buffers); adequate'ainount of land for waste utilization;chosen crop is
suitable for waste management;,hydraulic and nutrient loading rates..
Name of Technical Specialist (Please Print) �+ PErrus
Affiliation: nnaxwELc. Focs>s, INC­ f &CILv6IPOI=90 HOG FARMS
Address(Agency)- F.O. 50)4 {oao9 Cowcr3owo, NC 27632 Phone No.: g19"��g'�13p
Signature:, ham-) - _ — —Date: t$Apt:IL a7
C) Runoff ControIs.from Exterior Lots
Check the appropriate box
f& Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Q Facilit,, with'exteriorlots (RC)
Methods to minimize the runoff of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): CWOR&e H• FErrus
Affiliation: - —.
Addrecs(Aeencv Phone No.: — — — -
Date: 7OAc4&ae.T R7
Signature: — ----
ANVC -- Jaiuiary 1,1997 2

D). lkaakation and Ha.ndlin�upment
Check the appropriate box
O Existincy or ex and— facilit ° with existing waste armlirstinn e ui merle (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).
C� New. ex anded or existin -facility without existin waste a )lication a ui ment for sRra.
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 pan of the plan).
ONew. expanded, or existing facility without exi tin- waste application a ui ment for Ind
spreading not using spray irrigation. (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
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. t4intained; calibration and adjustment guidance are
contained as part of the plan). a��``!' ``''rF:E
1A CAf�O ee ,,s
ot'4 O °°°°°► °i�1 �
S
Name of Technical Specialist (Please Print): �° s
Affiliation: d M 5k Li
Address(Agency): ?o ' - ' d Phone No.:- -zqc,• tee n
Signature: •'°��GJNE •' �$` Date: pf?Sjq-I_
ad'sre�r�OYD AQ®`��`'9
E) Odor Control Insect Control A4ortalit ATanaperr{�� `and met encN ction Plan (SD
SI WUP. RC or I
The waste management plan for this facility includes a Wasie Man.ao'emeni Odor'Control Checklist,an Insect Control
Ctiecklist,�,a Mortality Management Checklist and an`--Emergency Actiori"PHm.- Sourcet 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 Plan are complete and can be implemented by this facility.
Name of Technical Specialist (PIease Print): 0-6o7.c-e u. peTr"s
Affiliation:
Address(Agency): _ _Phone No.:
Signature: _ Date: zo ��s r a7
F) Written Notice of or Ex Expanding Swine Farm
The folioviing signature block is only to be used for new or expanding sNiine 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 adjoininc,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 properly owners notified is
attached.
N2me of Land'ON r : ttnaxwEL-L t=»»ol>s., INC.
Signature: ,mate: Zo A-&-srg-?
Name of Manager(if different from owner):
Signature Date:
A\\•C -- January 1, 1997 3

III. Certification of Installation _
A) f'ol, lection,Storage,Treatment Installa# Qn
New, expanded or retrof tted faci •t Y (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.
Name of Technical Specialist (Please Pry -
. ,tea ..7 V Jn•. "� �;
Affiliation: .
z�[Address(A encY)� R o -Rn� f3 Phone No.: 916- ioo
Signature: �a_•.� Z Date:, `,tea _
B) Land A licatioti ite (FVUP) err f�C�Y. ��w'=`
Check the appropriaie box
• ''�r n;tat�t:`• `
J8i The cropping system is in place on all Iand 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 plah'can not be established on-newly'cleared land within 30 days
of this certification,the owner has committed to establish an.interim.crop for drosion control;
Name of.Technical Specialist (Please Print): N• s
Affiliation: UWV47,c MirJT*L MAW..AGOM"- -
Address(A een cy): P°•Box t 000q 6,vvc68osso Me- 2?f32 Phone No.: a►tal_?4 S-313o
Signature: Date. 23 Svc&aq
This foIlowing signature k is only to be used when the box for conditional approval in III. 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: _ _ Date:
Name of I1'lanager(if different from oxv er): _
Si-nature: __ _ Date:
AWC -- January 1, 1997 4

' C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas,have been installed as specified
in the plan. _
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): -
Affiliation:_ -
Address(Agency): Phone No..
Signature: Date:
D) APPlication and Handlin¢ E ui gm
Installation ("'UP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or thud party application and has provided a signed contract;equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by 71Z (_ZoaO (month/day/vear);there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the .= •5r; %f,
Name of Technical Specialist (Please Print-' -<
c e
Affiliation:
Address(Agency): P Bo
" Phone No.: Id- 296-tt�lo
�c7
Signature: Date: 8�(4q_
The following signature block is only to:be used' en--Th box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our)waste management plan and will submit to DEM a verification of delivery and installation
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 Ow r : f,,�u 4.(�!
Signature: __ Date:_30 AuG g9_
Name of Alanager(if different fro owner):
Signature:. Date:
E) Odor Control. Insect Control and AZortaiity A1ana ement [ D. SI. �i'UP, RC or I7
l-tethods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Dame of Technical Specialist (Please Print): FC-,nus
Affiliation:
E"'WIL7 JMERr"' w1ANA bEn� rtr - Gctassa a �4od FMzw+s
Address(ARency): po.> x t000q f,��v5�dszo, ue 27f3 PhoneNo.:
Signature: Date:2 *A''iG�°1
AWC -- January 1,1997 S

i
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment,Health,and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O.Box 29535
Raleigh,NC 27626-0535
Please also remember to submit a copy of this form along with the .complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files -with your Animal Waste Management Plan.
1 b t7 M ki I.4C-z✓t cE GENTS
276ga_16r-7
AWC -- January 1, 1997 6

OPERATOR: MA>cWELL FOovs, ING.- W INTERS iRAGT
COUNTY:
TYPE OPERATION: 6600 DEAD Pl�D&-p. -ro FWISH
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 the Design Engineer or Technical Specialist do
a construction check on the waste lagoon immediately upon completion, in
order to have your operation certified. This is a MUST before the farm
can be populated with animals.
The pad dimensions and grades are best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. The Design
Engineer and/or the Technical Specialist capacity, as its major concern is the proper will assist in a limited
the waste treatment lagoon. design and construction of
The actual amount of material required for pads and dam may vary from
the estimates. This design attempts to balance cuts and fills as close.
as possible. If additional material is required, the Contractor and
Owner will negotiate on the price and location of the borrow area.
BEST ESTIMATES: Total Required Volume (cu. ft. ) : 1 g" g6% FT3
Actual Design Volume (cu. ft. ) : __ f q25
Excavation (cu.yds. ) :_ 53 570Yp3
Clay Liner excavation (cu.yds. ) :- _
Total Excavation (cu.yds. ) : — -
Pad and Dike Fill (cu.yds. ) :_ 4vv+6yp3
Clay Liner fill (cu.yds. ) :_ — - -
Total fill (cu.yds. ) :
Cut/Fill Ratio• 1.33
Job Class: V Date: 20 Aw"1-rg7
Prepared by: Gv�vs�oRv Now r�+RMs
Prepared by:

LAGOON DESIGN
Part A
)perator:Maxwell Foods County: Duplin Date;
08/20/97
Has the site evaluation been completed & approved: yes
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs. 0 lbs
6000 head (finishing only) x = 0 lbs
0 sows (farrow to wean) x 135 lbs. = 810000 lbs
0 head (wean to feeder) X 43 lbs. = 0 lbs
Describe other 30 lbs, = 0 lbs
0 lbs
Total Average Live Weight = 810000 lbs
' . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 810000 cubic ft (includes
0 cu. ft. add. treat. vol. )
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 204000.0 cubic feet
rOTAL .DESIGNED VOLUME
Inside top length ( feet) --------------------------------- 410.0
Inside top width ( feet)---------------
Top of dike elevation ----- 400.0
{ feet) -_--- 52.00
Bottom of lagoon elevation ( feet)-----_______
Freeboard (feet) _ __ 3 1.00
Emergency spillway .50
y depth of flow( feet)------- 0.50
Side slopes (inside lagoon)------------------
Total design volume usin 3. 0 1
g prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3 . 0 3. 0 401.0 391.0 13.50
AREA OF TOP
LENGTH * WIDTH =
401.0 391.0 156791 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
320.0 310. 0 99200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
360.5 350.5 505421 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*A.REA MIDSECTION) + AREA BOTTOM] * DEPTH/6
156791 505421
99200 2. 25
Total Designed Volume Available = 1713177 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
410.0 400.0 0.0
164000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 164000.0 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 = 810000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1479600 gals. or 197807.5 cubic feet
5B. Volume of excess water
Volume = 5430.5 gallons/day * 180 days storage/7.48 gallons
Volume = 130680. 1 cubic feet per CF
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. = 296567 cubic feet runoff
Volume = 14.2 in * lagoon DP_/12 in. /ft = 194067 cubic feet evap.
Volume = 102500 cubic feet

JD. 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 = 205000 cubic feet
5E. Additional volume as follows:
r
TOTAL REQUIRED TEMPORARY STORAGE
5A. 197807 cubic feet
5B. 130680 cubic feet
5c. 102500 cubic feet
5D. 205000 cubic feet
5E. 0 cubic feet
TOTAL 635988 cubic feet
15. 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
Heavy rain__________________________________> 7. 5 inches
Freeboard___________________________________> 1.00 feet
Side slopes_________________________________> . 3 .0 : 1
Inside top length===========________________> 410.0 feet
Inside top width=====_______________________> 400.0 feet
Emergency spillway elevation(ifplanned)====> 50. 50 feet -
Top of dike: elevation== _______________>-- 52 . 00 feet G
Bottom of lagoon elevation__________________> 37 . 00 feet
Top of sludge elevation_____________________> 38. 99 feet
Total required volume_______________________> 1649988 cu. ft.
Actual design volume________________________> 1713177 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42 . 50 feet
Stop pumping elev.__________________________> 45 .80 feet
Must be > or = to the SHWT elev.====______> 42 .50 feet
Must be > or = to min. req. treatment el.=> 43 .00 feet
Min. Required treatment volume______________> 810000 cu. ft.
Volume at stop pumping elevation=====_______> 822512 cu. ft.
Start pumping elev._________________________> 49. 00 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain .
Act. vol. less 25 yr. and heavy rainfall====> 1508177 cu. ft.
Volume at start pumping elevation=====______> 1483296 cu. ft.
Required volume to be pumped________________> 430988 cu. ft.
Actual volume planned to be pumped=====_____> 455797 cu. ft.
Min. thickness' of soil liner when required==> 2. 0 feet
7. BY, Z' a
BY:
DATE: «;r U17 DATE: 81 z5A 7

LAGOON DESIGN
Part B
,perator:Maxwell Foods County: Duplin Date: 08/20/97
Has the site evaluation been completed & approved: yes
AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
600 head (finishing only) x 135 lbs. = 81000 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 = 81000 lbs
• MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 81000 cubic ft. (includes 0 cu. ft. add. treat, vol. )
• STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 20400.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length ( feet) --------------------- 350.0
Inside top width ( feet)---------------------- 10b. 0
Top of dike elevation ( feet) ----------------- 52.00
Bottom of lagoon elevation ( feet)------------ 37. 00
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 3:0 341.0 91.0 13 . 50
AREA OF TOP
LENGTH * WIDTH =
341.0 91.0 31031 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
260.0 10.0 2600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
300.5 50.5 60701 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + A-REA BOTTOM] * DEPTH/6
31031 60701 2600 2 .25
2
Total Designed Volume Available = 212247 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
350.0 100.0 0. 0 -
35000. 0 square feet
Buildings (roof and lot water) or impervious area
0. 0 square feet Describe this area.
TOTAL DA 35000.0 square feet
Design temporary storage period to be 180 days.
=A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 81000 lbs. ALW/135 lbs. P.LW * 1.37 gal/day 180 days
Volume = 147960 gals. or 19780. 7 cubic feet
)B. Volume of excess water
Volume = 543 .0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 13068. 0 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 * DP_ / 12 in. per ft. = 63292 cubic -feet runoff
Volume = 14. 2 in * lagoon DA/12 in. /ft = 41417 cubic feet evap.
Volume = 21875 cubic feet

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 = 43750 cubic feet
Additional volume as follows:— _
TOTAL .REQUIRED TEMPORARY STORAGE
5A. 19781 cubic feet
5B, 13068 cubic feet
5C. 21875 cubic feet
5D. 43750 cubic feet
5E. 0 cubic feet
TOTAL 98474 cubic feet
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===_______________> �. 5 inches
5 inches
Heavy rain__________________________________> 1, 05 feet
Freeboard==================------------=====> 3 . 0 1
Side slopes=================------====== => 353 .0 feet
Inside top length=________________ 350.0 feet
Inside top width==================----------
Emergency spillway elevation(if planned)====> 50. 50 feet
Top of dike elevation=======================> 52.00 feet
Bottom of lagoon elevation==================> 37 .00 feet
Top of sludge elevation=====================> 40.60 feet
Total required volume==================_ ===> 199874 cu. ft.
Actual design volume========================> 212247 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42 . 50 feet
Stop pumping elev._______________________ 46. 20 feet
Must be > or = to the SHWT elev.==========> 42. 50 feet
Must be > or = to min. req. treatment el.=> 43 .00 feet
Min. Required treatment volume==============> 81000 cu. ft.
Volume at stop pumping elevation============> 81405 cu. ft.
--
Start pumping elev._____________--------====> 48. 99 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 168497 cu. ft.
Volume at start pumping elevation===========> 168304 cu. ft.
Required volume to be pumped================> 54724 cu. ft.
Actual volume planned to be pumped==========> 66481 cu. ft.
Min. thickness
Qo�ffsoil liner when required==> 2. 0 feet
ij
DATE: 9 DATE:

SCS-ENG-538
I Rev. 5-70 U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME ''-.. _ - "•)fit' Lk--
ig, rsAw_ DISTRICT _
DATE— 7 ''.: _. COUNTY----
S. C. S. PHOTO SHEET NO. _ WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE 1•LADE (Approx. scale ltt=
ocata reference point -)n center line of dam and ldenti/y on sketch. feP.
L t)
. l
sc�
I �
I �
- I
i
-- c,
SHOW BORING NUMBER AND PROFILE
DEPTH Mahe and list dam-site and spillway borings first•then ponded area and borrow pit bartngs-Separate with vertical rod Une.
SCALE (Continued on back when¢necessary) w water table elevations on dam-site borings.
1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
5C
$r-
la-t'
r
BORINGS MADE BY ' i SIGNATURE & TITLE

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 t
GM-Si"y gravels; gravel-sand-silt mix vfs-very fine sand
GC Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-We]I graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands I-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
AIL-Silts;silty,v°fine sands;sandy orclayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scI-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 ='Yea O No (Indicate where located on tht sketch on
rvxrse tide)
REMARKS:
2. Explain hazards requiring special attention in design (Seepage, sprtnc,.rock etc)
i
I
GENERAL REMARKS:
24 25 26 27 28 29 30 31 32 33 34 35 36 37 3N 39 40 41 42 43 44 45 46 47 48 49 50 51
I �

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Maxwell Foods Inc., Winters Tract _ County _ Duplin
Estimated Depth of Water to Top of Dam _ ±7 _ Ft. Length of Flood Pool _ 1.,000 Ft.
Date of Field Hazard Investigation 6/17/97
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam
failure.
Est. Elev. Est. Elev.
Kind of :Improvements' of Breach
Reach 2 Length Width Slope Land Use Improvements Above Floodwater Above
Flood Plain Flood Plain
Ft. Ft. % Farmland None ±30 N/A
1 1,000 400 0-2 -
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach, A sudden failure of the structure will not endan er life nor cause significant
damage to buildings. a ricultural land or Public roadways. The structure is a roximatel,, 3.500 feet
from Bie Branch and ap roximatel� 2 200 feet from SR 1301.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (1, II, 11I, IV,.V) _ V
By Date
M. Floyd Adams, P.E ��—

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 tiie 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 49.00 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.80 . This temporary
storage less 25 yr and heavy rain contains 536148 cubic feet or
4010387 gallons. .i2Cr�ED/d»0D'ZC.�!�'r
`BAR 2 8 2019
�egiaroal OiPgtrtior�s�!�

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.
12. 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 irrigat-ion 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.

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 MA_TERIA_L 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 area 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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA. GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
40. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
8. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400. 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/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 TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A_ CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

■■■■■■■■■■■■■■■■■■■■./■.■■■■■■■■■■■■■l■N■■■■■■■■M■■M■M■E■■MM■NN■■■■.■■..■■■
:Emomimmosono_ENNEN mommmu:m IN ME lnom�::::::::::::mosson::::::Sao MEN
:::�::::::::.:::::::::E=mo::■M::om.o :::: _::::::::_::
■■....■■■■■■E■■■■■■■■■■■E■■NEE■NH■■r ..■■■■■■■■■..■■■■■■■■■. ■■/■■H■ ■■
:::owMOORE!om :'::::mmom N:'::::::::::::��'MENNEN:::::::::::::::::::::m:::
■■■■■n■.■■■H■■■■::■E■■■MS■S■■■■■ Mason n■■■■OXEN ■■ ■■■■■� ■■
■■ ■�� N■ ■H■■■■NEE■■■.■�■■�■■ ■■■■HH■■■■■�■■ ■■ MERE MM
■■■■:OMxR �■■■■■Sn■■■■■■■■■■■■: n_■■■■■■■■■■■ONE■■EH■M
H■■■HNH■■N■ ■■■■■NEE■■■■■■■■■■■■■ Hom■ l■■■■■■■■■■■■ ■■N■■■
■■■■■■E■■■■■■■■■■■■■ WS■■0
■■■■ ■■■■■■■■■■■■■■■■■�■■EH■■■■■■■■■ ONE ■■SEEM■■■■OWN■■■■■■■■O■■HH
H■■S■■■■■■■■■■■■■■■■■■■■H■■ENEE■E■■ HNC■■N■■■■■■■1NNiME■H■■■■■■■■E:.
■■■■■■■■■■■■■■■■■■■■H■■■■■■■■■■■■■■■ ■■■■■■■■■.■■■ ■■■ ■■■H■■NH■■■■
■■■■■■■■■■■■■H■HH■■■■■■■■■■H■■■■■ ■■■■■■■■■■■■■�■�■■■mmii m■■
■■■■■■E■■M■■■m■■■S■■■■■■■■E■■SE■SR■rEMEWC..
■I1��MM■■■■■■_■ ■ ■■■H■ n■■ n
■■■E■ ■■L ■■ONES NS■■■■■■■N■■N■■■■■■
■SSE■■r ■■■■■■■■■N■■■■■N■■NSE■S■■
■■■■■■n■■■■■■u■■■■E■■ES■ME■■■E■■■■■ n■■■LS.►]iS■■�.■■S■■E■Hm■■m■■■■■
:■E■■■E■■■■S■■m■■E■■E■M■■SEE■E■man ■■■EEE.�■■■ ■■■EE■E■■■m■■N■■■■■■
■■■■H■■■■.■1!E■■■■S■■■■■E■.E.\■E■■■ ■■■■■■\ ■■�i■■■S■E■■■m■■OH■■■■
■■■■ ■N■■■■■■■■S■■■S� H■■OEf�■■ ■�■■�■■E■■■■S■�■W■H■■
.....nw.r. w:..:.ui.i�..■E■■.E■pi*■..�� ■■. .�................�■■E■...■
■■■S■■ d■�E■■S■■■■■■■EA� �i■■■�f■i■■E i SON an■ ■■■M■■■■■■■S■H■■ ■WHO■
NS■■■i1::7r .■■■■■■!'.:►�[ i■■■■■■4f.7irS<■■■■■1 min
a an ■ ■■N■Mir■■■■.■HlLN■SH■■
■■■■HESn■N■■'"/■■■■■OH■■■■■/■■■■ E■SL'�1!:�■EIS■/■/■■■E■■■E■ Ni■■■■�
■■■■■■!1■■E■■■■■■■H/■■■■■■/■/■MERE n■■■■■■■S■i'1S■■■■■■■■S■H■HESS■■E■
� man
1■■11■■■mummERFMOUP ■■■E ■■■SSS■S■■■■
:■■■aLl.■:f a.
■■■■■■1�Ir7 I!■/■.F■N■■■■!b■'■■1■:
■■11■■11■■■■■■■■■ , 0' ■�'■ ■�■NNE■■R•■■■■■■■■.■: u■■ ■■■■■n! n■ ■ ■
MEMO■ ■■■ E /■ ■■■■ . : i : ' L ■■■ ■■■■■.■■■ ■■E■■■
■■■■■Ei■■■■■■■n■■■■/ MONSOON ■■■I■■E■E■■■■■■ an
loommossommoneno MEMO
Moll.u:n:■■: ■■■S■■M■S■■■i■E■■.■■■ESS O■■E■■
■■■■■[7E■■■■.■■■■■M■E■:'ll■■IIE■■■■■■■■'• �HL'y1C.1.S■■■■G;sf;7■S■■■■■H■■■■■■■■■■■
■■■■■.SE■■■■HH■■■■■■■11■■11■■■■■E■■■ ■■■■OHS■■■■■■[Iris■■H■E■■HEN■■■■■
H■■HLIS■■■■■■H■■■■H■11■EII■■■■EH■■ ■W■■■S■■■■■■■►�■EON■E■■■■■■H■■■■
■■■■■um■■■■mEEM■■■IIHII■n■E■■E■ri , n■■E■N■■E■E■■■1!■■■■■H■■.■W■■■
OWN E■�1'l1■■■■®EENN■■■1■O IE■■■ ■■ ■■!n■■■■�■■■■■■■■■■v:.■■■>r■H■■ ■■
■■E■n■1 ■u�;� ■�1. �=��[ Z n■S■■■■■E■■■■■mow■■■m■ no
EMS■H■l� H���s- ■■■■■■■■■■■■■■■SII■■■■WH■n■■■■■
■■®■lid:)[:�HSS■E��:L�■S■S��:7 s ENNEN!HimmismommommmommomL1■H■■M■HHn■n■
/■a■f• n17■S■■H EN■ONES■■■■■■S■■■■■■!S■■■■Lgr: .■W■■ELL'MMEMEN H■N■H■■
■MEMO■Ea H■■■■■■■■■■■/■■H■■■■■■■■■!W MERE■■■■■E■■■■EJHS ■HHn■■lw
■■■■■■E■■1■/■■■S■■■■■■■■■!n■■■HE■■S■■■E■■a■E■N ■HW■n■
N■r • n■■■■■ter ■ RiR: �I<'�:.1�:/�3'10■HEM■■■■■■nMir■HN■S■WHW■■■■■
�E■S■■EEO■ NEE■M�■■E ■ HE■■M■S■■■■■�■■■W■EEO■■�.■■■
■■!1S■®■■!7 ■■■NOS■■■■EN■■S■■■ :■E■■■■■S■■■1r:1■■■■S■SHE■■■■®■n■
■■S■■EN■■ ■SSE■■S■H■■■■MM■EM■■ ■
■■■l[W■�IR ■�■pMNH■■■■■S■E■■ t L'SI■N■Ai.■■■■S■H■■■■ ME
N■>I� S �[: it■.WH■■L91G-�■S■ NEH■■■E■■■■■ NH on
■ HH _ �ri■■WS■NHN En
■ HSS■■E ■■■■E■ Elt ■E■■■nN. ■ ■n
■N OEM r 00" on NONE N■■
aE�. !■■'■■ Pn'n■H■E■: ■Ti W■■■■■■■■E■n■ on
■�nE■■ ■■■■■■NS■■■■mW
■�u■HHi■■■':''■■'NESENEnr ■ lmmmmmmmmmmmmmmm=
, WMN■■H■�■�■N■■■S■ ■■■■■■■■E■■■■■■■■■WE ■uON
�'n'■ ■ ■ H■ ■E■EN■`■� MONSOON
ManEEn ■ n■n■■■■■■■■ n■■
■n ■i� H■■NWSEN ■ N■ ■■■■■■■■■■■N■ Man
n■ 011001111111 ■■EN ■mM■: ■M■■■■■E■■■■M E■
'i�'i'■�'m: �■ Nn■■■ ■■■E■■■E■■E■ ■
mmoon
H■ H■HES� ■■■■■mmom a■■■N■■ an
■■■ ■■H■■■■N �■■■■■N■=■■i
n■■ ■■IIIS ■■� ■ as
EME n
Mon
Enolmon
on H■ ■E
an
an 0
H no
INN ME 01
■■C■■■■■N■■: ■■
.........an :
. .■NEaEj■■■�■j. '
■ ..... :■H■ .:■ ■ an �■
NMI MORE MEMO •=EMM :. 0 ::
■■R .

■
■
own
No so
on UNMEMEM
No m Rpm
M ■ .MEMO.OEM■■ � ■ m -ROSE ill■■ ■■■
No No■ ■..■■■ ME
■■ ■ AE■■A■■.ON■■0■® nNm ■E.■EN■ ■■N .■�■■N
■O ..No NEWSMEN moms
■
.■. .......
on ■■■■.■
...■■■■■N■■ ... . . .. NOON..
■ ■■.A■■.E■■■■n .. .....�..■■.■.■... MEN■
■■ .. ■ ...■.......■..... .. ■N■■■E■.■■MEN■■..■E ......�
■.N ■■.....■.........■...... NOW SEEMS NOON.. ...■■NONE..
SURE :: ■ C....... ..C.. :.. . ■■■■.
N .■8E __�_-- _�■■.. ■ONE .■�..■■.
""e-=-��+---=-i.4.iiir�� NOON NOON.■. N■■�
■■B■E■H■NM■E■N■■■■.■■.■�■n■■■NN ■■■■■■ .■■■■■ENNE■ ■■■
■■A.■.E.n■=■■■■■■■■.■■A■■■■n ..■■ ■SOME■■NE MEN ■■.■�■ ■■■
■ uE■ ■■ ■■■■■■■■■■■■.■■■■. ■ ■■■■■■■OEM■w■..■■■emu■■ NONE■■
■�■8■ ME"■.■■■■■■■■■■■■■■■.■■■ ■ ■■■■■■■ NOISOMENESS MR
■Au.N an ME IN ON ■■■■ENE
■■E..N NEON■■.■■■■■■.■■■■n■■ ■■N■■. ■■.■■■■■■■O■■■■.E■■ ■�■.■■■
■N■ ■■ ■■■■■■■■■ No MEN
■■■ ■■■N■■NN■.■■■■EMEN ■■■■■
M■■ ■ r■M■..■■■. own On MOS ■■■■■.■■.■■■■■■■■.■�=n■■■
N■■ no RARE ■■■■■...■■A■■5r .■NEON
■N ON mom- MOREOVER SEEM ..�N■■■■W.
■ N.■■A■■.■■■■■■■■■i�i-J ■N■ r1E1■■■■■■■■■ .■ ■nw■■■ER■■
■. ■■■■■■■.NEE■■■. .....C■. ■..
E■■ .■ ■.■.■.N..sr N �i1.N■.■■0�i., ■ ■■
on ■■■�O�ir■■■■■■A ENE■ ..■E��r�■■E�I� AR�■■■■
■..........■.N �. �i�9@M.1'M.��■�.��.�.����1�■Ml ..NOON.
PON SEEM EN.■.A■..■■A■N ■■■■E■■■■�n,mmmmm ■■E.ii7E■■l SEEM■■■
A■..■■.■■■■■■■.■AAN .rc�r���rs-.� ■■■■
N A■■E■. ■■■■■NEW..■■ ■ r 1�■ ■■
no ON
_.�...�RO....E� No
MUMMEN
■ ■■■■.■N.MEMO® ? 1V.■No
■. ■
N . m■■ NiiN■.nu ■■
■■a ■■■N�ii■■■A■■■■.■ME N■■. NiME
■ No SEEN■■■EN■■■a■■N ■■■■ .�■■ ■■
■ ■ E■■A■■.E■■.MENONE REMAINSno SO WE�WE ONEm
■■■ ■uN■N.■■■.... .... ..■■■■■■■■E■■..■.� ■■■W■
.. OEM SUMMER ■■■■ . .....A■N■.�E■..■■■m NOON
■0 ME MEMO ME
IN��■■M■■1�■E..n® ■N nNEN.■■m
■ .■■ ■■■■■■ME E.■■m■ ■N
_ .N�.CC...�...■..® .■.._. ��..
■ ■■■■ ■■■AEA►■�■■■■■■.■ ■■■E m■n■■■ ■
■ N.■■.■.■■►�■��■■■■■�■B NE■B■■■.■■�
MOORE
0i MEN ME ■. ■■■■ N ■�
�.■.■■NE■■SEEM
0 WOMEN
■ ■ ■■■■
ME �■
SEEN
r ■ m WE
so
W ■■■ N■ In . .. MEN
ME No MEN' 0 No
C i�■i■ ONii■ : �" InC
NOON■ ME■■ ■ ' C ■ ■■
N
■■■.�N OON■ MM■ ■ iu.
� � ■■N ■iiOEM ■
0

11-17 -
increase the hydraulic efficiency of the tube. The hood inlet spillway
Often can be constructed at less cost than the drop inlet type because
there is no expense for a riser. This type of spillway has one major
disadvantage in that it cannot be used as a drain or water supply pipe.
Pipe smaller than 6 inches in diameter should not be used because of
the danger of becoming clogged. The crest elevation of. the emergency
spillway should be located a distance above the invert or crest eleva-
tion of the hood inlet spillway at least equal to the value of the
minimum head, h, required to provide full pipe flow, but in no case less
than 12 inches.
See Chapter 6 of this manual for further design information and typi-
cal installations, and Chapter 17 for construction methods and materials.
See.Exhibt 11-4 for determining the capacity of principal spillways con-
sidering temporary storage.
5. EMERGENCY SPILLWAYS
An emergency spillway is an earth or.a vegetated channel, usually
designed to discharge flow in excess of the principal spillway design
discharge. Where watersheds are 'small and long duration flows are not a
problem, it may be feasible to handle -the runoff safely with only a
vegetated spillway.
Emergency spillways, as discussed here, apply to both, the vegetated
and nonvegetated spillways, the latter being used where climatic or soil
conditions make it impossible to grow or maintain a suitable grass
cover. Emergency spillways are usually excavated, but may exist as a
natural spillway such as natural draw, saddle or drainageway. In either
case the spillway must discharge the design peak flow at a non-erosive
velocity to a safe point of Ordinarily, emergency spillways,
whether vegetated or nonvegetated, should not be built on fill material.
LIMITATIONS
Emergency spillways have certain limitations. They should be used
only where the soils and topography will permit safe discharge of the
peak flow at a point well away from the dam and at a velocity which will
not cause appreciable erosion. Temporary flood storage provided in the
reservoir may be used to reduce the design flow or frequency of use of
the spillway.
DESIGN SPILLWAY CAPACITY
Emergency spillways should have the minimum capacity to discharge the
peak flow expected from a design storm of the frequency and duration
shown in the following table less any reduction creditable to conduit
discharge and detention storage. The procedure for determining peak
flood flow is presented in Chapter 2 of this manual.

_.;.
.j
Level 11-18
Portion
Level Portion
r Exit Channel. -
Berm� I
-Exit .Channel
Inlet
Channel r Embankment
Inlet Chann Wing Dike
(Note: Neither the Embankment
r the alignment of the level.
nor
por- (Note: Use care to
_-Lion has to coincide with the keep all machinery
+ center line of dam.) and traffic out of
Excavated Earth Spillway � the spillway discharge
:. area to protect sod.
;i Optional 'with )
sod or riprap
on wing dike
PLAN VIEW OF EARTH SPILLWAYS
Water Surfaee
Hp
Se r Exit Channel
Inlet Channel L
Level So
Portion
PROFILE ALONG CENTERLINE -
�3 ©
1
b
CROSS-SECTION OF LEVEL PORTION
Definition of terms:
Hp = Depth of water in reservoir above crest
L = Length of level portion min 7.6 meter
b = Bottom width of spillway (25 ft.)
So = Slope for exit channel
Se = Slope of inlet channel
Figure 11-5: Profile and cross-section of excavated earth spillway
,, J

TYPICAL PLAN
FOR
EMERGENCY SPILLWAY
TOP OF DIKE ELEV. S2•C�
TOP OF SPILLWAY ELEV.
30 --}�
OUTSIDE TOE OF SLOPE
ELEVATION VIEW
NTS
I LINER TYPE MATERIAL TO BE USED
I <- TO CONSTRUCT THE ENTIRE DIKE -�
I THROUGH THIS AREA
I �
1 10' 10' I
OUTSIDE TOE OF SLOPE I� r
I I
I
DIKE WIDTH
I I
I
I I
PLAN VIEW
NTS MAR 2 8 2019
q��/a8er�+ualigy
Construction Notes:
Spillway to be installed where flow will be over natural ground. Where this is not
possible, it shall be placed where the top of the dike is closest in elevation to natural
ground. In this situation, liner type material shall be used for construction of the entire
dike through the spillway width plus 10 feet on each side.

Total Volumes
Grid cell size: 5 . 95 by 5 . 94
Original drawing scale: 100. 00 ft/in
Project: GHF-Winters(B.Grady)
Drawing: Drawing 1
Number: GHF175
Location: Duplin Co.
Bid Date:
Engineer: F. Adams
Owner: GHF
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/20/97 Time: 14:55: 16
-Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion (%) -Expanded Volumes
Cut 53870.44 0. 00 53870.44
nFill 40545.88 25 .00 50682.35
Difference 13324.56 Net Export : 3188.09
-A-L1 volumes are in cubic yards.

Site Balance Report
Grid cell size: 5. 95 by 5.94
Original drawing scale: 100. 00 ft/in
Project: GHF-Winters(B.Grady)
Drawing: Drawing 1
Number: GHF175
Location: Duplin Co.
Bid Date:
Engineer: F. Adams
Owner: GHF
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/20/97 Time: 14:54: 20
,�inal surface: Proposed
initial surface: Existing
here are no "Proposed" structures.
Fill shrink/swell percent: 25 .00 Cut shrink/swell percent: 0.00
alancing to 0.0 +/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 53870.44 50682.35 3188. 09
0. 174 52814.61 53359. 53 -544. 93
0. 148 52968.84 52968. 19 0.65
Raise "Proposed" by 0. 148 feet.

`
Orientation:- -45 a. Z m�en/+icat|m�, e0 �
~' ion, an.m
14
rz
40.0
AAAll
Lower Left
30 Mesh Surface Io Mesh Surface

... ............ _............- ...
48.00
5 .00
46 00
37 00
6_00-
37.00
46 00
............................._-..-....m........................� �:I�
52.60
52.60
52.60.
37 0 Ili
52.60
:•` 52.60
�0 52.60
2-20 52.60
B 52.60
if 52.60
00.. .............. _;
00 52.60
4EL 0 53.10
�4 53.10 48.99
53.60
70--- 53.60
54.10
54.10 48.00
.00
Report: Plan View Cross-section Locations I
Project: GHF-Winters(B.Grady)
Drawing: Drawing 1
Surface: Proposed
_—T Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/20/97 Time: 14:15:50
Scale: 180 ft/in

Cross-S, ion Plots
Digit Points
Horiz. scale: 130 fti- Vert. scaler 4 Win
Project: GHF-Wlnters(B.Grady)
Drawing: Drawing 1
Number: GHF175
Location: Ouplin Co.
Bid Date:
Engineer: F. Adams
Owner: GHF
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/20/97 Time: 14:19:17
A - R'
SW . . 4
53.3 ......................................................................................................................................................
51.3 ........................................................................................................................................................................................................
............................................................................. .................................................................................................................
49.3 •.........................................................................................
......................................... ................................................................ . ..................................................................................................................
.............................................Prop .sed..........................................
47.3 ......................................................................................................................................;.......................................
....................
. ..
45.3 .......................................................................................................................................`................................................... '
43.3 ..........................................................................................................................................I........................ ....•..........r....................................... .............
41.3 .............................................................................................................................................
Existing
39.3 ..............................................................................:..............................................................,..................... i
37.3 ............................................................................................................................................ `
35.3 ..............................................................................................................................................................................
....................................................................................................................................................................................................................................
486.6
313 1170.0

Gross-F fion Plots -
Digi•. I Points
Horiz. scale: 130 ft __-;` Vert. scaler 4 ftiin
Project: GHF-Winters(B.Grady)
Drawing: Drawing 1
Number: GHF17S
Location: Duplin Co.
Bid Date:
Engineer: F. Adams
Owner: GHF
Estimator:
Prepared by: GOLDSBORO HOG FARM.using SITEWORK
Date: 08,20/97 Time: 14t23:38
56.5 - - - B - Bt
54.5 ......................................................................................................................................................... ......
r
al
tom:
50.5
...............................................
.....................................................
Proposed
.........................
48.5 ... _.................... .................................. ...................................................................................................
46.5 ..................................................................................................................................................
44.5 ..............................................................•.........................................................................
............................................................................................................. ... .!..
42.5 ....................................................................................................................................................... ......... ..
Existing
r
3B.5 .................................................................................................................................................................................................................. I..................................................:..................................................................................
i
........................................ ............................................................
36.5 ..... ........ ......................................
34.5 1130.0
1170.0

y .� i:r05s-Sep- ion P'i`oi5,�
Digit! Points
Horiz. scale: 130 ft/. Vert. scale: 4 Win
Project: GHF-Winters(B.Gradb)
Drawing: Drawing 1
Number: GHF17S
Location: Duplin Co.
Bid Date:
Engineer: F. Adams
Owner: GHF
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/20/97 Time: 14.27:53
55.8 C - C'
53.8 .........................................................................................................................................................
................
51.8
i
49.8 ....................................................................................................................................::::................ ...............................................................
..................y.........
:C
47.8 ...................
Proposed
< 4
i
43.8 .......................................................................................................................................................................................................................................................... . ..
41.8 ....................._..... ....._.
Existing t
f
39.8 ... s
37.8 ......................................................................................................................................................... ...........................................................................................; i
35.8 .......................................................................................................................
33.8 491.5
1170.0

/ United States Natural NC-CPA-17
t� �� Department of Resources REV. 1, z-es
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL WFOR.NfATIO�Y
NAME F-",25 SfJc. LOCATION �{_061
vDaa4
Gacrss� ., � r!c '2lS'32
TELEPHONE SIZE OPERATION G G�c1 r: •cG;n/a
LOCATIOiLN DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER Z1 V o FT.
DISTANCE FROM NEAREST PUBLIC FACMXIY(school,church,etc.) Z.Sao FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES_ NO
If yes,MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT.FROM A"BLUE LINE"PEREN IIAL STRF.4JM? YES NO_
If no,site must be relocated.
IS SITE WITHIN 1 NULE ZONING JURISDICTION OF A MUNICIPALITY? YES _ NO
If yes,landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UIZI..IIIES IN CONSTRUCTION AREA? YES_ NO�✓
If yes,see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.)
WETLANDS T
WILL SITE IINVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND7 YES_ NO
If yes,producer must complete Form MRCS-CPA-38(Request for Certified
Wetland Determinatioa/Delinestion).
WILL ACTION RESULT IN SWA-WBUSTING? YES NO ✓
IF WETLaWS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US AR34Y CORD OF
ENGL\fEERS AND THE DIVISION OF ENVIRONI�NIAL.ANAGE vfENT TO DETER. NE IF PER�UTS;ARE REQUIRED.
IF WF FL-\----IDS ARE LWOLVED,THE PRODUCER SHOULD NOT CLEAR ANY L-4�ID UNTIL,A WETLAND DELINEATION �
IS MADE_
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions Iess than one acre in size,NRCS will provide assistance only if the functions and values lost are fully
mitigated For natural wetlands greater than one acre in size,NRCS Rill provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of Iireference.
ODOR CO;N-'ROL
Ii-1S ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.:
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 YES NO_
OF THE CAPACITY?
I
• lSFNG GOOD SOUND JUDG%IENT IN LAND APPLICATION YES_ NO_
O_`, .kSTE?

NC-CPA-17
REV. 1, 2-96
Page 2
OTHER EXVIRON q]E. AL FACTORS - —— —
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES— NO
IS A DESIGNATED' ATURAL,SCENIC AREA INCLUDED N THE pLANN NG AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES_ NO
IS A1N ARCHAEOLOGICAL.OR HISTORICAL SITE LOCATED N THE PLANNED,AREA? YES— NO_Z
ARE THERE PRLLIF,UNIQUE,STATE OR LOCALLY IMPORTANT F-�AR.�,ILANDS IN THE YES ;!O
OPERATING UNIT? _
WILL THE ACTION RESULT IN SODBUSTING? YES_ NO 1z
If the answer to any of the above is yes,MRCS will not provide technical
assistance unless encv olicv is followed
WASTE-MANAGENMNT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES NO
INCLUDING SLUDGE,ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY? —
IF NO,DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER,CAN PRODUCER GET AGREEMENT ON LAND YES NO
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION-VALID ONLY IF SOIL WVESITGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES NO
IS A LINER REQUIRED? YES ✓ NO
TYPE OF LINER TO BE USED: CLAY ✓BENTOVTTE_SYNTHETIC_
IF CLAY LINERIS TO BE USED,IS SUITABLE CLAY AVAIL4BLE ON YES NO
SITE? —
IF CLAY IS NOT AVAII-ABLE ON SITE,DOES L 6,,NM WNER HAVE YES \O
ACCESS TO CLAY? -- —
IS A CORE TRENCH REQUIRED? YES_ ,;O
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT? cS_ NO .✓
(If yes,tle must be removed or plugged)
SITE APPROVED — — YES NO_ CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN, TWELVE MONTHS,ANEW SITE INVESTIGATION WILL BE REQLU FD.
SIGNATURE. ,/� �� — —
DATE �Tq�-
I�Changes in the Iocal or state law or changes in the standard could require a new site investigation.

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday,January 29, 2002
„s-L.x_-.-.m+-n�u r.:i<�Ti3�L�-'� -.s�`ra.-�-xi.:_•J a - s��� -_3 -g,�
Producer: Benny L.Grady
Farm Name : Winters Tract#31-863
PO Box 428
Faison,NG 28341
Telephone#: [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 6600 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 avaialable 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 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
DEM 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.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6600 hogs X 1.9 toms wastelhogs/year= 12540 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6600 hogs X 2.31bs PAN/hogslyear= 15180 PAN/year
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and su€ace application.
TABLE 9 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES L13S AW APPLIC.
DETERMINING PHASE CODE NIACRE NACRE USED TIME
724 1 GOLDSBORO 0-2% -SG 1 50 0 5.3 268, SEP-APR
724 1 GOLDSBORO 0-2% BP 4. 245 5.3 1315.65 APR-SEP
724 10 GOLDSBORO 0-2% BP 4.9 245 0 2.6 659.05 APR-SEP
724 - 10 GOLDSBORO 0-2% SG 1 50 0 2. 134.5 SEP-APR
724 11 GOLDSBORO 0-2% BP 4.9 245 0 3.12 764. APR-SEP
724 -- 11 GOLDSBORO 0-2% SG 1 3.1" 156 SEP-APR
724 12 GOLDSBORO 0-2% BP 4.9 245 0 3.68 901.6 APR-SEP
724 _ 12 GOLDSBORO 0-2% SG 1 50 0 3.6 184 SEP-APR
724 13 GOLDS13CRO D-2% BP 4.9 245 0 4.18 1024.1 APRSEP
724 - 13 GOLDSBORO 0-2% SG 1 50 4.1 209 SEP-APR
724 14 GOLDSBORO 0.2% BP 4.9 245 0 4.19 1026.55 APR-SEP
724 _ 14 GOLDSBORO 0-2% SG 1 50 0_ 4.1 209.5 SEP-APR
724 15 GOLDSBORO 0-2% BP 4.9 245 0 5.7 1401.4 -APRSEP
724 15 GOLDSBORO 0-2% SG 1 50 0 5. 286 SEP-APR
724 16 GOLDSBORO 0-2% BP 4.9 245 6.4 1568 APRSEP
724 -. 16 GOLDSBORO 0-2% SG 1 50 0 6.4 32 SEP-APR
724 17 GOLDSBORO 0-2% BP 4.9 245 0 6. 1602.3 APR-SEP
724 - 17 GOLDSBORO 0-20' SG 1 50 0 6. 32 SEP-APR
724 18 GOLDSBORO 0-2% BP 4. 245 3.7 918.75 APR-SEP
724 - 18 GOLDSBORO 0-2% SG 1 0 3.7 187.5 SEP-APR
724 2 GOLDSBORO 0-2% SG 1 50 5.1 256.5 SEP-APR
724 2 GOLDSBORO 0-2% BP 4.9 245 0 5.13 1256.85 APR-SEP
724 3 GOLDSBORO 0-2% SG 1 50 0 7.11 355.5 SEP-APR
724 3 GOLDSBORO 0-2% BP 4.9 245 0 7.11 1741.95 APR-SEP
724 4A GOLDSBORO 0-2% SG 1 0 3. 178 SEP-APR
724 4A GOLDSBORO 0-2% BP 4.9 245 3.56 872.2 APR-SEP
724 4B RAINS FP 3.4 17 0 3.55 603.5 AUG�IUL
724 5 RAINS FP 3. 170 6.8 11 AUG-JUL
724 6 RAINS FP 3.4 170 0 5.AA 924.8 AUG-JUL
724 7 RAINS FP 3. 170 4.44 754.8 AUG-JUL
724 8 RAINS FP 3.4 17 0 2.04 346.8 AUG-JUL
724 9 GOLDSBORO 0 2% BP 4. 245 1.97 482.65 ARP-SEP
724 9 GOLDSBORO 0-2% SG 1 501 1.9 98.5 SEP-APR
TOTALS: 22491.9
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
Page 2

some eastem counties or Nl:to nave a nutrient management plan that adaresses all
nutrients. This plan only addresses Nitrogen.
Page 3

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There 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 UNITS LBS N/UNIT
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
5G SMALL GRAIN OVERSEEDED AC 50
FP TALL FESCUE-PASTURE TONS 50
Page 4

TOTALS FROM TABLES 3 AND
ACRES LBS AW
N USED
TABLE 1 85.68 22,492
TOTALS: 85.681 22,492
AMOUNT OF N PRODUCED: 151180
'BALANCE -7,312
*** 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 require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2442 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 5.52 months. In no instance should the volume
of waste being stored in your structure be within 1.625 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, It is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
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.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE Qn►hr) AMT(inches)
724 4B,5,6,7,8 RAINS FP 1 0.40 *1
724 ,-13,.-14,-15,-16,-17,-1 GOLDSBORO0-2% SG 0.50 *1
724 1,12,13,14,15,16,17,18,2, GOLDSBORO 0-2% BP 0.50 *1
*This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5

NARRATIVE OF OPERATION
This plan is written using an irrigation design furnished by Mr. silly Hall and soils information
furnished by Duplin SWCD. The acres used are effective wetted acres. This plan is written
by irrigation pulls. The pulls are written for bermuda and fescue pasture with the bermuda
overseeded with small grain on the 50 lb PAN rate.
Page 6

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 Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers"required by DEM. (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 Feld.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application does not occur during a
season prone to flooding. (See"Weather and Climate in North Carolina" in the NRCS
Technical Reference- Environment 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.
8. 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
Page 7

component of a swine farm shall be at least 50 feet from any residential property boundary
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.Animal 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 nuns, 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.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan"which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20.Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume)of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to marls
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate-
determining element. Zinc and copper levels in the soils shall be monitored and alternative
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)
Page 8

years. Waste application records for all other waste shalt be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
Liquid Systems
Page 9

NAME OF FARM: Winters Tract#31-863
OWNER /MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and/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 acces 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. l 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 NER: Benn L. Grady
SIGNATURE: DATE:`{
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 1000g
Goldsboro, NC 27532
[phone]
SIGNATURE: DATE: ',4-q-T-AW 67-
Page 10

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 2T .1304(c) and 15A NCAC 2T.1305(d)this form is official notification
to the Division of Water Quality (DWQ) of the transfer of ownership of an Anhnal Waste Management Facility. This form
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Winters Tract-Grady Facility No:_31 -_863
Previous Owner(s)Name: Benjamin L. Grady(Deceased) Phone No: 910-267-4481
New Owner(s)Name No: Michele T. Grady 910-267-4481
Mailing Address: P.O Box428 Faison NC 28341-0428 Maxwell FoodsLLC.
Farm Location: Latitude and Longitude:_35_ _03 27 / _78. _04_ 40 County:Duplin
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost, etc.): Farm is located on North side ofNCSR 1301 01 mile southeast of the intersection ofNCSR 1301 &
1346.
Operation Description:
Type ofSadne No. of Animals Type of Poultry No. ofAnimals Type of Cattle No. of Animals
❑ Wean to Feeder ❑Layer ❑ Dairy
Feeder to Finish 6600 ❑ Pullets ❑ Beef
❑ Farrow to Wean
❑ Farrow to Feeder
❑Farrow to Finish Other Type of Livestock: Number ofAuimals.
❑ Gilts
❑Boars
Acreage Available for Application:+-196.97 Required Acreage +-139.80
Number of Lagoons/Storage Ponds : 1 Total Capacity: _1,925,424 Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I(we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of anhnal 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 this facility may be
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous Land Owner: Benjamin L. Grad (Deceased)
/yet ucKk xec
Signature: �PJY��cwry,v f �`/ Date: /got ro
Name of New Land Owner: Michele T. Grad
Signature:_, PS2 . A� Date:
Name of Manager(if different fiom owner);
Signature: Date:
Please sign and return this form to: N. C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
May 2,2007

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facilitymarm Name: Winters Tract-Grady
Permit#: AWS-310863 Facility ID#: 31 - 863 County: Duplin
Operator In Charge(OIC)
Name: Benjamin Lewis Grady
First diddle Last Jr;Sr;etc.
Cent Type/Num,�bbper: 41007337 Work Phone: ( 910)22667-448111 p
Signature:
% i ,-��..� Date:
�
"I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
i
i
Back-up Operator In Charge(Back-up OIC) (Optional)
First dliddle Last Jr,sl,etc.
Cert Type/Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Michele T. Grady.
Phone#: (• 910)267-4481 ✓ FFa�x#:
t. (il'IR.C.e ( 1
Signature: f • �-a'�"v'�h— Date:
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Revised 812007

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday,January 29, 2002
Producer : Michele T.Grady
Farm Name : Winters Tract#31-863
PO Box 428
Faison,NC 28341
Telephone# : [phone]
Type of Operation : Feeder to Finish swine
Number of Animals : 6600 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 avaialable 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
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 DEM 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
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6600 hogs X 1.9 tons waste/hogs/year= 12540 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6600 hogs X 2.3 Ibs PAN/hogs/year= 15180 PAN/year
Applying the above amount of waste is a big job, You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRA T FIE D SOIL PE&CLA S- CR P ELD BSA COMM ACRES LBS A PLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
724 MOLDSBORO 0-2% SG 1 50 D 5.37 269 SEP-APR
724 O-2% BP 4.9 245 0 5.37 1316 APR-SEP
724 0-2% BP 4.9 245 0 2.699 APR-SEP
724 0-2% SG 1 50 0 2.69 135 SEP-APR
724 0-2% BP 4.9 245 0 3.12764 APR-SEP
724 0-2% SG 1 50 0 3,12 156 SEP-APR
724 0-2% BP 4.9 245 0 3.68 902 APR-SEP
724 0-2% SG 1 50 0 3.68 184 SEP-APR
724 13 GOLDSBORO 0-2% BP 4.9 245 0 4.18 1024 APR-SEP
724 - 13 GOLDSBORO O-2% SG 1 50 0 4.18 209 SEP-APR
724 14 GOLDSBORO 0-2% BP 4.9 245 0 4.19 1027 APR-SEP
724 - 14 GOLDSBORO 0-2% SG 1 50 0 4.19 210 SEP-APR
APR-SEP
724 15 GOLDSBORO 0-2% BP 4.9 245 0 5.72 1401
724 15 GOLDSBORO 0-2% SG 1 50 0 5.72 286 SEP-APR
724 16 GOLDSBORO 0-2% BP 4.9 245 0 6A 1566 APR-SEP
724 - 16 GOLDSBORO O-2% SG 1 50 0 6.4 320 SEP-APR
724 17 GOLDSBORO 0-2% BP 4.9 245 0 6.54 1602 APR-SEP
724 17 GOLDSBORO 0-2% SG 1 50 0 6.54 327 SEP-APR
724 18 GOLDSBORO 0-2% BP 4.9 245 0 3.75 919 APR-SEP
724 - 16 GOLDSBORO 0-2% SG 1 50 0 3.75 188 SEP-APR
724 2 GOLDSBORO 0-2% SG 1 50 0 5.13 257 SEP-APR
724 2 GOLDSBOROO-2% BP 4.9 245 0 5.13 1257 APR-SEP
724 3 GOLDSBORO 0-2% SG 1 50 0 7.11 356 SEP-APR
724 3 GOLDSBORO 0-2% BP 4.9 245 0 7.11 1742 APR-SEP
724 - 4A GOLDSBORO 0-2% SG 1 50 0 3.56 178 SEP-APR
724 4A GOLDSBORO O-2% BP 4.9 245 0 3.56 872 APR-SEP
724 4B RAINS FP 3.4 170 0 3.55 604 AUG-JUL
724 5 RAINS FP 3.4 170 0 6.8 1156 AUG-JUL
724 6 RAINS FP 3.4 170 0 5,44 925 AUG-JUL
724 7 . RAINS FP 3.4 170 0 4.44 755 AUG-JUL
72q 8 RAINS FP 3.4 170 0 2.04 347 AUG JUL
724 9 GOLDSBORO 0-2% BP 4.9 245 0 1.97 483 ARP-SEP
724 9 GOLDSBORO 0-2% SG 1 50 0 1.97 99 SEP-APR
TOTALS: 22491.9
- 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
- - - Page 2

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.
Page 3

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.)
There 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 UNITS LES NIUNIT
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
FP TALL FESCUE-PASTURE TONS 50
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LEIS AW
N USED
TABLE 1 85.68 22,492
TOTALS: L 85.68 22,492
AMOUNT OF N PRODUCED: 15,180
"*BALANCE -7,312
*** 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 require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2442 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 1.625 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
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.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(in/hr) AMT(inches)
724 4B,5,6,7,s RAINS FP 0.40 "1
72q ,-ts,-ia,-is,-16,-17,-i GOLDSBOROO-2% SG 0,50 `1
�72 q p iz is 14 a 16 17 1E z�GOLDSBOR00-2°/ � BP I 0.5U �' I
* 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 5

NARRATIVE OF OPERATION
This plan is written using an irrigation design furnished by Mr. Billy Hall and soils information
furnished by Duplin SWCD. The acres used are effective wetted acres. This plan is written
by irrigation pulls. The pulls are written for bermuda and fescue pasture with the bermuda
overseeded with small grain on the 50 lb PAN rate. .
Page 6

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 Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (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 conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment 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.
8. 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 7

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. Animal 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.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan"which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative 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. Dead animals will.be disposed of in a manner that meets North Carolina Department of
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Jim Grady & Sons Inc.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/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 acces 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: Mp Iichele T. Grady
SIGNATURE: G GYLzL �.1 , if DATE: 1P t'g lu
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: DATE:
Page 10