310805_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0805 Certificate Of Coverage Number: AWS310805
2. Facility Name: Oak Grove Farm of Dublin.Inc.
3. Landowner's Name(same as on the Waste Management Plan): Keith J Hairr
4. Landowner's Mailing Address: 644 Old Came Rd
City: Wallace State: NC Zip: 28466
Telephone Number: Q 1L' , R5"�' 19 E-mail: hairr74tigmai1 corn
5. Facility's Physical Address: 622 Old C=p Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Dublin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code): 4i1)-v435-4-37q
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Keith J.Hai rr Phone No.: 910-285-6822 O1C#: 997071
11. Lessee's Name(if there is not a Lessee,write"None"): A10 M 2
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 1,700
Operation Types:
Swine Cattle Dry Poultry Other Tr oes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet P9ulY_n_
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) ((Square Feet) (Inches)
#1 /gr C�Ct L!v ,'7 IR'50J, 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),s'un br the owner and a certified technical ecialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
-•7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdenrgov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: 7 Title: na&C L
Signature: YI Date:
Name: Title: —
Signature: Date:
Name: _ Title: _
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER APR ®'l 2019
Govtrnor � .
Se[rY+tary er y,.,�.a�� '7•+wn,t�� ":-.,�,n�
LINDA CULPEPPER NORTH CAROLINA µ�T
Dior FmlronmentatQualtry
February 27,2019
Keith J Hairr
Oak Grove Farm of Duplin,Inc.
644 Old Camp Rd
Wallace,NC 28466
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htips://deq.ne.gov/about/divisions/water-resources/water-qualit-y-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your con' ued coveragy, under the State Non-DischaMe General Permits. ou must submit an application for
permit coyerage to the Division. Enclosed you will find a "Re guest for Certificate of Coverage Facilit entl Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed signed and retumed by April 3. 2019.
Please note that ou must include one O cons• of the Certified Animal Waste Management Plan tCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on Page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmin t n Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310805
Murphy-Brown LLC
North Carolina Department of Environmental Quality l DiNision of Water Resources
512 N.Salisbury St.l 1636 Mai!Service Center I Ralei&,North Carolina 27599-1636
` '"" 919.7079DDD

Anima1- Waste Management rian uerriwatioij
(Please 'dir print all information that does not require
'a st re)
xisttng �---�
qr New. or 1✓x anded
P (Please circle one) .
General Information:
Name of Farm:
Ockk_Gf o„e, Ira m
Owner(s) Name: //�� Facility No: _
k tr S /"rR f
Mailing Address: (,44 p Phone No: to_Z _
Farm Location: 6
Fourteen Digit Hydrologic Unit: O p vo v a Latitude and Longitude: d " o
Please attach a copy of a county road map with location identified and describe below road names, directions, milepost, etc.): Q (Be specific:
s :on_ ,Sk T�- of
O_ -eration —
Type of Swine No of Animals
d Wean to Feeder Type of Poultry No of Animals Y�peLayer Dairy
Cattle No of Animals
� ❑La
Feeder to Finish 0Dairy
9 Farrow to Wean 12 Pullets _ —
t70 El Beef
Farrow to Feeder —
Farrow to Finish Other Type of Livestock:
. Number of Animals:
sly Operatsora. Qny _: .:... ..
Prey%ousQ�rnapczcr.
�lda'rtaflnal Design Capatty
Ti7ta' esign 'apaeztji;
. ��
Existing and' andrng �peratzn
y Onl
:..
:.. .... .
_..... ........::.
Zer`trQto mate - - .
fats on lvhieh.:f1.i"71T a ti :>.or re�rstratlon)
._....... . . ...Acreage Available for Application.
Required Acreage: o umber of Lagoons/Storage Ponds: ) Total Capacity:
Are subsurface drains present on the farm: p 9 `� Cubic Feet UP)
r NO (please circle one)
Owner./Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and maintenance
Procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I we
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I(we)understand th t )
equire a
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 there
waste. I(we)understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed
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 modification must be approved by a technical specialist and submitted to the Soil and Water p by
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
changed)within 60 days of a title transfer. Conservation
Name of Land Owner: pp ovea plan is
- -
Signature: r - ---- --_ —
Name of Manager (if Ifferent from owner): Date:� — �� - — 1
Signature: - -- -
AWC--April 24, 1996 --- - -- - - --- -- - -1 --� Date: - - - - -
�- --

Tect-Mical Specialist �-
r As a technical specialist designated b the Cettll-�ca tz-�II
pursuant to 15A NCAC on
6F . y North Carolina Soil and Water Conservation
named above has an 0005, I certify that the animal waste management
Of the Division of Environmental ent0 waste management Ian CO�sfor the arm
P that meets or exceedstamndaids and specification
USDA-Natural Resources Conservation Maria3 ry ce NR
Conservamen
tion Commission pursuant to 15A (DEM) as specified in 15A
following elements are included in the Plan a ( CS) and/or the No NCAC 2H,0217 and the
NCAC 2H.0217 and Carolina Soil and
specialist who may sign each certification s applicable. h category
NCAC 6P water
certify parts for which the (SD SI While each care o 0001- 0�5• The
y are technically co mpetentWUP' RC, I)' the technical designates a technical
.tl. pecialist should only
Certiflcaz`ion o fDesi-
A) f` li ingn
ra
Check the a Tre m
ppropriate box
Exi tin faciliry without retrofit
Storage volume is adequate for operation(Sr ca P)
waste utilization for
capacity; storage capability consistent with
Ne Tand�r retrof�itt�acility
Animal waste storage and treatment (SD)
lagoons and ponds, have been designed o mes, such as but not limited to colleci
specifications. g
Name of Technical `t rhP minimilm sranclardOa systems,
Specialist (Please print):� SICHAEL
Affiliation: E• SUGG
Address A PO A NAT RES. CONS.
(Agency): X 277-KEN ANS VILLE NC� �
Signature: TELEPHONE [phone]
B) L n A li lan t o Date: �—
The Si (WUP)
uiliza ion; chosen Provides for
minimum separations (buffers);
Nam e of Technical S p s suitable for waste m adequate amount of land for
anagement: hvdiaulic and nutrient loading rates.
Specialist (Please Print): waste
Affiliation: -
Address A BILLY 14 HOUSTON
( gency): DL!PLIfJ S & lJ CONSER DISTRICT
Signature: PO BOX 277
_ G 6 KENANSVILLE NC C
TELEPHO 2834$
nrf mE N 0-296-212 0G'heck the rx tr appropriate box Facility without exterior lots This facility does not contain aD or WUP or RC)
C7 y exterior lots.
Facilit with exteri n
or lots (RC
ollutants from 10
Methods to minimize the run off of
designed in accordance with technical standards dev to
Name of Technical ging and heavy use areas have been
Specialist (Please Print): eloped by MRCS.
Affiliation.
Address( gen A t BILLY [Al HOUSTOh _):Signature: DUPLIfJ S elI'] COPJSER DISTRICT
PO BOX 277
_ b KENANSVILLE NC 28349 _
TELEPHONE 910-2g6.,2,120
4WC -- April 24, 1996 TELEPHONE - - - -- -
2

B) Land Analicafinn cafes (WUP)
Check the appropriate box
a The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting;
cropping system as specified in the waste utilization plan has not been established and the e
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�aste
utilization plan.
Q Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish
crop for erosion control; an interim
Name of Technical Specialist (Please Print):._
Affiliation: - - - - - ILLY W HOUSTON
- IN S & W CONSER DISTRICT
Address(Agency): '0 BOX 277
Signature: --� - KENANSVILLE NC 28349
TELEPHONE -..91O-296-2120
This following signature block is only to be used when the box for conditional approval in
above has been checked. p IIL B
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 :
^ r
Signature:Name of Manager(if di erent from owner): Date: -1
Signature:
Date:
C) Run ff n r 1 fr m xteri r 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:
AWC -- April 24, 1996
4

WAST�� �
U T-TLIZATION P�L,AN -
May �, 19,95 PAGE
,' PRODUCER: Keith
Hairr
LOCATION: 644 Old
Wallace NCmp Rd.
TELEPHONE: 28466
910-285-4495
TYPE OPERATION:
Farrow to Weanling Swine
NUMBER OF ANIMALS: 1700
sows design Capacity
The waste from
rate a Your animal facility
nutrients Prevent
Pollution Y must be land
commercial he animal of surface and/or applied at a
fertilizer waste should groundwater. specified
is to be a required for be used to reduce the The Plant
.limiting applied. This waste the crops in the amount of
nutrient . Waste utilization plan fields where
-ycle. Annual soil Should be uses nitro waste
Nutrients tests analyzed before gen as the
can be balanced for Strongly encouraged each application
Several nt
factors realistic ged SO that all Yields of the crop be grown.
plan in are important P to
order to maximize the in the
ensure that it is applied fertilizer value Your waste
apply waste environmental) of the utilization
based on II1 an waste and to
content of the the needs of Y safe
Utilize. waste. Do not the crop to be manner. Always
Fates, Soil types are not more nitrogen grown
and the nutrient
leachin
g Potentials, cation xchangehca e differente crop can
water hold ecapacities. y waste infilitration.
eroding at Normal) paclties, and
7autions er than 5 tons ste shall not available
waste may be a per acre per be applied to
acre per year. Do pPlied to land Year. With s land
'a-fining, or when o of apply waste eroding at u special pre-
result °n saturated p , 10 tons per
'a y surface is frozen, foils
equlationsin runoff to surface Either of these it is
Wind conditions waters which hese conditions
ad downwind odor problems, should Is not allowed
also be considered under DEM
Jr crop production and to TO maximize value to avoid
Ste should be z`-�uc= she the of the drift
't more than 30ada _ied to a growincr crop
or
for oll, nutrients
skin daYs prior crop or a p ation, the
gr will conserve `O planting. Injepplied to bare nutrients and g the waste ground
e ,estimated reduce odor
acres needed to Problems ,
�ical nutrient content apply the animal
is should be based for this t waste is based on
lagement facilit °n the waste al of facility. Is b
)piing terchni y. Attached you willyfis ePort from Your waste
labfor goes, Preparation, and transfer of on proper
analysis.
of waste samples to
s waste utilization
compliance with 1n Plan, if carried out?gement Commission. NCAC 2$• 02' ? meets the
adopted by the Environmental

WAST(-
UTZLIZATION pLAK.-.
OF WASTE PRODUCED PER YEAR PAGE
1700
(gallons, ft3, tons
sows x 6. 1 tons wast etc. )
e/sows/year = 10370 tons
AMOUNT OF PLANT AVAILABLE NITROGEN
1700 so (PAN) PRODUCED PER YEAR
sows x 5. 4 lb, PAN
A 5 the /sows/year = 9180 lbs. PAN/year
PPl
Yin above
and have amount of waste appropriate equipment t0 apply
is a big job. You should
Y the waste in a timed Plan time
acreage The followingY manner.
the cro will be needed
p to be grown, soil type and surfaceor application.
application based on
PP ication.
y y TABLE 1 : ACRES OWNED By PRODUCER
TRACT ----- -
FIELD CROP -
SOIL YIELD AW ** * LBS -
CODE N COMM N ACRES ATnT N ~~ -
672 PER AC PER AC APPLICATION
672 3 NoB bh ---_ USED TIME
`�' 305
1_ NOB CROP
6.1 30S ~+ 4 .5— 137~ —ri1
26. 2 7991 April Sept
P - Sept
TOTAL 30 77 9363 , 5 ---__�_
Indicates that this 44z1
field is being overseeded.
NOTE: The
While applicator is cautioned
meeting the N that P and
"unagement requirments. MayAct will re Beginning in 2996 be Over applied _
to
qavhave a nutrient quire farmers in 996 the Coastal
a management plan that addresses counties Zone
Y addresses Nitrogen °f NC e all nutrients. This

WASTE UTTLIZATION pLAN�-
TALE 2 :
ACRES WITH AGREEMENT OR LONG TERN! LEASE PAGE
(agreement with adjacent landowners must be attached)
(Required only if operator does not own ade ua
land. see required specification 2 . ) to
TRACT FIELD, SOIL y 7AWN
----- - -
*
TYPE CODE YIELD COMMNiACRES * LBSPER AC+ + USED
APPLICATION TIME
TOTAL
that
Indicates
* this field is bein
g overseeded.
Acreage figures ma
overseeding. y exceed total acreage in fields due to
** lbs AW N (animal waste nitrogen) equals
less any commercial nitrogen (COMM N
total required nitrogen
supplied. g
The following legend explains the crop
y-- used in tables 1 and 2 abov
codes e:
CROP CODE ~~-- ----�- --
CROP
bh-- _ LBS N
Hybrid Ber um da--- - - - _ UNITS PER UNIT,
-------- grass - Hay ---- ----
- --- - ------- --- tons
TOTALS FROM TABLES 1 AND f2 r
ACRES LBS AW N
USED
'TABLE I 30 . 7
93- 3 . 5 --�
TABLE 2
TOTAL 30 . 7
'363 .5 -
AMOUNT OF N PRODUCED
9180
*** DEFICIT
-183 .5
*** This number y~ ~~------
full must be less than or
y utilize the animal waste N equal to 0 in order to
Produced.

WASTE, UTILIZATION PLAN.
r �
PAGE
/dareas
hown in each of the preceding tables are considered t
acres excluding required buffers,
filter unable to be irrigated, and perimeter areassnotr o be the
�ull application rates due to e along ditches,
acres in the fields listed will be thanlimi shown receiving
the tables. Actual total
in
NOTE: The Waste Utilization Plan must
land application of sludge at agronomicri
ontanprovisions for
nutrient rich and will require g The sludge wilpebeodic
over application of nutrients or otheronary to
facility will prevent
available nitrogen
approximately 3060 Your production
removed on a g per year in the sludge thatwillpn ant
eed to be
the sludge. periodic basis. This figure is PAN g Please be aware that additional acres hof len and,Iast el
special equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the
waste water.
utilization of
APPLICATION OF WASTE By IRRIGATION
The irrigation application rate should not exceed the
the soil at the time of irrigation such that runoff o
This rate is limited b intake rate of
soil texture, water droplet tsize sail moisture contents soialsgructure,
amount should not exceed the availableowaterchoolids capacity soil at the time of irrigation nor should the plant The application
applied exceed the nitrogen needs of the crop. available
i the r
available nitrogen
Your facility is designed for 180 days of temporary storage
and the temporary storage must be
6 months. In no instance should themvolmeoved nOfhwaaverage
trageof once every
Your structure be within 1 . 7 feet of the e dike .
top of the dike . g stored in
If surface irrigation is the method of land application
is the responsibility of the producer and irrigation
'hat an irrigation system is installed to ton for this plan,
'iOwn in Tables 1 and 2 , Failure
g on designer r ensure
mounts of Nitrogen shown Failu etato bla apply
the sec Irrigate the acres
in PP1 the recommended rates and
y make this plan invalid.
mil your technical specialist after
You receive the waste analysis report
Dr assistance in determining the amount of waste
D-Plication rate prior to applying the waste. Per acre and the proper

WASTE UTILIZATION PLAN"
TIVE OF OPERATION; PAGE

WASTE UTILIZATION PLAN—
/ PAGE
Plans and Specifications
1 Animal waste shall not reach surface waters
drift, manmade conveyances, direct a of the state b
during operation or land application. or direct discharge
reaches surface water is pplication. Any discharge of waste which
to assessment of civil Prohibited. Illegal discharges are subject
Of Environmental Management $10, 000 per day g y day the dischargetcontinues .
he Division
2 - The Field Office must have documentation in
the producer either has owns or has long termhaccces t folder that
land to properly dispose of waste, access to adequate
adequate land to properlyIf the producer does not�own
e NRcS
with a copy of a writtenagreementowithsae' he shall
a reasonable g landowner who oisdwi hiri
waste application
allowing him/her the use of the land -for
pplication for the life expectant
facility. It is the responsibility of the ownerof
to secure an f the production
update of the Waste Utilization Plan when ethere is facility
a change in the operation, increase in the
number- of animals,
method of utilization, or available land.
3 . Animal waste shall be a
Nitrogen needs for realipsticdcro meet, but not exceed,
available moist ure, P Yields based on soil type,
level of management, historical data, climate conditions restrict the rate o nless there are regulations that and
application for other nutrients.
4 • Animal waste may be applied to land that has
(ACS) , If System (RMS) or an Alternative Conservation System
an ACS is used the soil loss shall be no ter
than 10 tons
will be used per acre
per
leave and
fiel greater
strips will be in addition appropriate filter strips
d• These filter
(See FOTG Standard 393 _ Filter��Buffers required b
Interim Riparian Forest Buffers) .
Strips and Standard Dg0
� Odors can be reduced by injecting the waste or disking after
waste application.
wind is blowing. Waste should not be applied when the
When animal waste is to be applied flooding, it will be soil inrpatedaoneconveneCt to
ly
tilled cropland. When a
tilled
grassland PPlied to conservation tilled cropsthe waste may be broadcast
application does occur Burin Provided the
flooding• (See Weather and g a season prone to
the NRCS Technical Reference Climate in North Carolina,
Environment file for in
Liquid waste shall be a guidance .
infiltration rate such applied
unoffat adoestes nnotot tOccur Of the soil
to surface waters and in a method which does not
from the site Burin Occur offsite or
in order to control during application.
cause drift
and to No Ponding should occur
provide uniformity of a to odor or flies
pplication.

WASTE UTILIZATION PLAN-
Animal waste shall not be a PAGE ;
urated
rainfall events, or when the surface istfrozen. soils, during
• Animal waste shall be a
pe 1ed thann20 t
actively
growing crops in
such a manner that no mo ° 25 Percent of the leaf
area is covered.
10. Waste nutrients shall not be a spring planted crops on soils withea hi hall n winter for
leaching. Waste nutrient loadingg Potential for
should be held to a minimum and suitable winter s on these cover
crop planted to take up released nutrients,
not be applied more than 30 days Waste shall
crop on bare soil. Y Prior to planting of a
11 . Animal waste shall not be a
surface water. PPlied closer than 25 feet to
This distance may be reduced for waters that
are not perennial provided adequate vegetative filter st
are present . (See Standard 393
- Filter Strips) rips
12 .13 . Animal waste shall not be a
PPlied closer than 100 feet to wells.
Animal waste shall not be applied
dwellings other than those owned b the than 200 feet of
y the landowner.
14 . Waste shall be a
property and pplied in a manner not to reach other
public right-of ways .
�-5 • Animal waste shall not be discharged into surface
drainageways, or wetlands b wasters,
Animal waste may be appliedyt°ischarge or by over-spraying.
Prior converted wetlands
provided they have been a
by a "technical specialisPProved as a land application site
applied on grassed waterways thntmal waste
siouldnto not be
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site. y 16 . Domestic and industrial waste from washdown showers, toilets, sinks, etc, facilities,
the animal waste management system. not be discharged into
L7. Lagoons and other uncovered waste containment st
must maintain a maximum operatin ructures
storage for a 25-year, 24-hour sttormvevent inovide on additi to
one (I) foot mandatory freeboard, adequate
� • A protective cover of appropriate
established on all distrrbedareasv(lagooion will be
berms, pipe runs, etc. ) . If needed, special
embankments,
shall be provided for these areas andsshalllbeefencedon
necessary, to protect the vegetation.
trees Vegetation such as
shrubs, and other woody species
areas where considered a etc. are limited to
kept mowed and accessible. agoon ,bermsoon andastructureld be
should be inspected regularly for evidence of erosion
or discharge. s
leakage

WASTE r,
If animal p UTI,_IZATION pLAN -
termin.ated, roduction at the facilt PAGE
men
tin the owner is responsible for obtaining be suspended or
of an g a closure plane which obtainin Illegal discharge, will eliminate the g and imple-
20 pollution and erosion, possibility
Waste handlin
be inspected g structures, piping,
and °n a regular basis go pumps, reels , should
spills , prevent breakdowns
on site A regular maintenance checklist should b' leaks,
e kept

WASTE
UTILIZATION PLAX,_-,
/EORM: ' PAGE
OWNER / MANAGER AGREEMENT
I (we) understand
the O and will follow and implement
animal and maintenance plement the specifications
that an utilization plan Procedures established -i and
Y expansion to the farm named above, the approved
treatment the existing desi I
facilities will re gn capacity (st know
to the Division of quire a new certifica ion to beasubm '
animals are Environmental Management
discharge stocked. I (we) also Bement (DEM) before the new
�tted
g of animal understand that there must be no
state from a storm event lessthis system to surface waters of the
Plan will be filede n_s than the 25
Office of the local Soil °n'site at Year, 24 hour storm.
be available for and Water ConservationaDistrictrm eandd at the
review by DEM upon request , will
primarily irrigation e must own or have
described in this wasteuupilization access to equipment,
available to land apply, the animal waste
occurs froattt e appropriate Plan. This e
lagoon in Pumping time such thatlno di must ebe
I also
certify that the waste a 25 year 1-day storm t . discharge
this plan at the will be applied on the land accordingt
appropriate times and at rates that no runoff
g to
'VAME OF FACILITY O occurs .
�R� Keith Hairr
•"IGNATURE:
NAME OF MANAGER ----�--- DATE:
,s 9
(if different from owner) ; l
��-IGNATURE; - phrase print --~
'`T'1ME OF TECHNIC ���~---- DATE:___
AL SPECIALIST: Conservation
Billy W. Houston 4
AFFILIATION: Duplin Soil and Water
�D-DRESS
(AGENCY) : P, O. Box 277
Kenansville NC
28349
TGNATURE: 6
l
—_____ DATE:

U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
NC-CI
Name
CONSERVATION PLAN MAP LEGEND Rev,
��
r Address
-
zi p�
NQ... ._...- . . _ - _.. . . ._ ...-.
<1VIAP`S'' 3
......... ............._........ ...-:-....................... .
Farm Boundary.
Field or Land Use Boundary —
Field Acreage.
' 320 Ac.
j Field Number
Z9' ha/
Private Road
Public Road
� .,........
Buildings, houses.
A
Perennial Stream .
Intermittent Stream.
Vegetative Waterway ,
EXISTING PLANNED
Fence x.
When existing fences are combined with other
syebols, they may he shown as follows:
Fence along both sides
Of road .
Fence along one side
of ditch _
Fence to be removed.
Ditch to be removed
Terrace r:. T-I
. .- - - -•- T-2
Diversion"' —�
xx
The dots represent blocks; the arrows
represent spills
Drainage ditch.
(open drain)
Tile Drain .
Dam and Reservoir.
Field Border.
Firebreak . �'--'--
-F---F—
Spring and Trough.
Excavated Holding Pit,
Lagoon f'
I
I
Water Control
Structure-
Field or land use boundary and field number
ma may be show
Water features n in red.
y be shown in blue.

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Kenansville
Page 1 of
07/24
Client: Hairr, Keith
CONSERVATION PLAN (910)296-
J.
Assisted BY: GPF
Keith J. Hairr
-------------------------
LAND UNITS ------
1 ---------------------- -
--------- ------ PLANNED - ------ --- -
"I--------------- --- I APPLIED
TRACT I FIELD -
I MONTH YEAR-I--------------------- 1 -------- - _I AMOUNT - ---------
--------- _ I AMouNT _
----------�---- 10. ------ _ _ I DATE
I PLANNED CONSERVATION TREATMENT
672 it I I I 1 ----------------------------------------------
672 1 OAcI I I 1 hOg operation ---------------
1 11 I 1 I I 1I I 10.0ac1 D7 1 1996 I I
1 i I I 1 5.Oac107/17/19961 CRITICAL AREA PLANTING
I
1 I 1 1 1 1 On the steep eroding area
1 I noted on the conservation plan map
1 1 I 1 I establish a perennial legume, or le
I grass, le
1 1 i 1 1 1 I mixture. some-grass
672 11 I 1 1 See Job Sheet 111.
I I 1.Ono1 07 1 1996 1 I
1 I 1.Ono107/17/19961 WASTE
I 1 1 I 1 I MANAGEMENT SYSTEM
I i I I I I Install a waste
and desired tsaent. structure compatible with
1 1 I I 1 I Prov de adequate equipment. Structure needs to be farm needs
I 1 I I quote storage for t designed to
1 1 1 I availbilit he number of livestock and
1 I 1 Y of fields for spreading. Manure nutrient
672 1 ( content should be tested I1 1 1'On°1 07 1 1996 1 I Just prior to spreading.
I i I I 1 1.Ono107/17/19961 WASTE TREATMENT LAGOON
1 1 I 1 I i I Construct animal
1 waste treatment lagoon for the biological
----------- I 1 ( treatment of
--"---- I animal waste.
---------------- ___ 1 for-------_ standards and s Construct according----------------------------
5 to SCS

DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE +�
Kenansville
Page 1 of
07/23,
CONSERVATION PLAN (910)296-;
Client: Hairr, Keith J.
Assisted By: GPF Keith J.
Hairr
------------------------------------
LAND UNITS -----------------
I PLANNED ------'_--
---------------
APPLIED ---'`------------- -
----I-- OUNT---------------- - -------------------- -
TRACT I FIELD '-----------I---------- -------- -
I AMOUNT I MONTHI ygAR --'I
-------I---- I AMOUNT--------------------- I DATE
PLANNED CONSERVATION TREATMENT
1 ------ ----
13, 4 1 34.7Ac1 I 1 hayland '----------------------
I I I I i I 1 -------•
672 13
1 5.6ac1 07 1 1996 I I 1
14 1 29.1ac1 07 1 1996 1 I I PASTURE AND HAY PLANTING
1 i 1 1 1 i I Disk and prepare firm seed bed,
1 I 1 1 1 to a soil test ands sprig lime and fertilize according
10 P g with coastal bermuda at the rate of
I I 1 1 I 1 1 acre if
bushels per acre if set in rows or 25 bushels 1 1 i 1 1 broadcast. per
672 13 1 1 1 1 See Job Sheet 101.
14 1 5.6ac1 07 1 1996 1 1 1
1 1 29.1ac1 07 1 1996 1 I I Pasture and hayland management
1 1 I I Mow ha
1 I I I I yland at proper cutting height and time for the hay
1 I 1 1 I 1 i species. Maintain hayland in good cover with seed mixture
1 1 1 which suits drainage limitations of the 1 I I 1 I fertilize by soil test. soil. Lime and
072 1 1 1 1 1 See Job She I 5.6ac1 07 1 1996 et 102,
4 11 I I
I 29.1ac1 07 1 1996 1 I 1 WASTE UTILIZATION
1 1 1 1 I 1 I Utilize swine b waste
1 i 1 I I i 1 grassland. Waste se by pumping lagoon effluent on cropland or
be analyzed for nutient content and
1 I I 1 1 1 fields should be soil tested. Waste should be applied at a
I I------- 1 1 1 rate determined by the waste analysis and the
--------
See Job Sheet soil test.

PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT
c- , certify that I (o Cn, have access to he
(producer)
following irrigation equipment:
TYPE IRRIGATION AND SIZE
AVAILABLE FROM
(owner of•eyuipmeni)
I further certify that, through the arrangements I have made concerning irrigation equipment, l
will be able to irrigate as necessary according to my waste management plan.
Signature
(producer) — — — - — — — -- — Date — --
PRODUCER CERTIFICAT OI
OF INTENT TO PLANT GRASS FOR
IGATION ::-
1
t — — - - — — rtify that I will plant the specified gasses
(producer)
as outlined in my was-te management pl at the ext available seeding date. If this seeding
date is in excess of 6 months from th date I stock imals, then I will provide a temporary
cover of small grain if needed for ' rigation.
Signature
(producer) — — - - - Date — -

CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
- 2�• a ir r
I, s M }-h �ar rv1S
hereby certify that I have constructed the
(Contractor Name)
above referenced lagoon according to the plans and specifications approved by the Soil
Conservation Service. I also certify that I have installed the clay liner or core trench correctly
as specified in the design.
Signature of Contractor �Lo ^ g
Date
i
1

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rat
change over time as equipment gets older and components wear. In particular
Pump wear tends to reduce operating es
nozzle wear results in an increase in thenozzle opening which low. With continued re se th
discharge rate while decreasing the wetted diameter. crease the
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently
application uniformity. For example, operating the system with excessive res
su
results in smaller dro lets q tfy the
p , greater potential for drift, and accelerates wear of the re
sprinkler nozzle. Clogging of nozzles can result in pressure increase.wear
Plugged
intakes or crystallization of mainlines will reduce operating
reduces the coverage diameter and application
o
g pressure. Operating
below design pressure greatlypp ion
uniformity.
For the above reason, you should calibrate your equipment on a regular basis
ensure proper application rates and uniformity. g is to
three years is recommended. Calibration involves acollec�ting and mat least easuring flow
several locations in the application area. Any number of containers can be used
collect flow and determine the application rate. Rain gauges work measuring flow at
they already have a graduated scare from which to read the application a to
without having to perform additional calculations. How best because
jars, or anything with a uniform o mount
However, pans, plastic buckets,
the liquid collected can be easily transferred tora scaled container n can be foemeasuri measuring.
For stationary sprinklers, collection containers should be located random)
throughout the application area at several distances from sprinklers. For Y
guns, sprinklers should be located along a transect perpendicular to the direction
Pull. Set out collection containers 25 feet apart along the transect traveling
the gun cart. You should compute the average application rate for all of
nonuniformity of the application. On a windless day, variation °n both sides of
Of more than 30 percent is cause for concern. You should contact Your irrigation
dealer or technical specialist for assistance. Y rigation
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

EMERGENCY ACTION PLAN APR 012019
Using this outline as guidance, you should developa specific emergency
your waste handling system. This plan will be imlemented in the event that'was es rom�cM'��
your operation are leaking, overflowing, or u g g, running off the site. You should NOT wait
until wastes reach surface waters or leave your property to consider that you have a
problem. You should make every effort to ensure that this does not happen. This plan
should be available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or
may not be possible. Suggested responses to problems are listed below:
a. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any
permanent alteration of the dam should be approved by a
qualified technical specialist
Pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers)—hold waste in
house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field—actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on
the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
d. Leakage from base or sidewalI of lagoon. Often these are seepage as
opposed to flowing leaks—possible action*:
dig a small well or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon
if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

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 notes, such as employee injury,damage? fish kills, or property
3. Contact appropriate agencies.
a• During normal business hours, call your DEM regional office, at
970-395-3900, after hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone
number, the details of incident from item 2 above, the exact
location of the facility, and the location or
direction of movement of the spill, weather and wind
conditions, what corrective measures have been
and the seriousness of the situation.
under taken,
b• If spill leaves, or is likely to leave, property or enters surface
waters, call local emergency management services (EMS) at 910-296-
2160.
C. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
Natural Resources Conservation Service office at 910-296-2121,
and Cooperative Extension Service at 910-296-2143for
advice/technical assistance.
e• If you are a contract swine grower associated with a swine compan
integrator, contact the company representative. y
4. Implement procedures as advised by DEM 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458
KENANSVILLE, NORTH CAROLINA 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277
KENANSVILLE, NORTH CAROLINA 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909
KENANSVILLE, NORTH CAROLINA 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NORTH CAROLINA 28405-3845
910-395-3900

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

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

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

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

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

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

Surface Water Diversion Terrace
Around Outer Perimeter of Lagoon Lagoon Level Markers
Lagoon Liner, �4 M1 — 4 `
— —
Freeboard= I foot minimum
Maximum Liquid Level 2-5-Year 24-dour Sform Storage`
o
`o T
Temparrary Liquid Storage
Minimum Liquid Level
Permaneof Liquid Treatment
Slud e Accumulation
2 to 15 Years
Fig.2-1 Schematic o fan anaerobic waste tr
not too scale). -eabnent lagoon(note that this draining is
scale).

NONTECHNICAL SOILS DESCRIPTION REPORT
Keith J. Hairr - Hairr, Keith J
Map Soil name and description
Symbol
NoB Norfolk loamy sand, 2 to 6 percent slopes
These gently sloping, very deep, well drained soils are
on uplands. They formed in loamy marine sediments. They
have a sandy surface layer and a loamy subsoil.
Permeability is moderate and shrink-swell potential is
low. Seasonal high water table is below 4.0 feet.
r

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE PAGE 1 OF 1
07/23/96
SOIL MAP LEGEND
Keith J. Hairr - Hairr, Keith J.
Map I Soil name
symbol
f_
NoB JNorfolk loamy sand, 2 to 6 percent slopes
t
k

s4. va�U.ti.a
Volume
Volume=
81562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 179761 cubic feet
5B. 0 cubic feet
5C. 76125 cubic feet
5D. 81563 cubic feet
TOTAL 337448 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========>
25 year-24 hour rainfall==================> 7.0 inches
Freeboard=------=======---____ 7.5 inches
------ - -- ------ -> 1.0 feet
Side slopes=================================>
Inside top length--------------------_______ 3.0 : 1
Inside to - - '> 375.0 feet
p width_____________________ 348.0 feet
Top of dike elevation=======================> 48.0 feet
Bottom of lagoon elevation==================> 36.0 feet
Total required volume=======================> 1073548 cu. ft.
Actual design volume========================> 1073548 cu. ft.
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev._______________ _ 42.2 feet C;.s')
Must be>or=to the SHWT elev.==========> - 44•1 feet
Must be> or=to min. req.treatment el.=> 42.2 feet
Required minimum treatment volume===========> 42.0 feet
Volume at stop pumping elevation============> 736100 cu. ft.
Start pumping elev._________________ __ 797729 cu. ft.
Must be at bottom of freeboard &25 yr. rainfall 46.3 feet
Actual volume less 25 yr.-24 hr. rainfall==>
Volume at start pumping elevation===========> 1064495cu. ft.
Required volume to be 10587598759 cu. ft.
pumped________________> 25588fi cu. ft.
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==> 261031 cu. ft.
� 1.8 feet
7. DESIGNED BY:6� APPROVED BY:
DATE: ,�`11511�� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO SCS DOF_S NOT CERTIFY T
CONTACT ULOCO TO ASSURE THAT -EXCAVATION AND FILL THAT
UNDERGROUND UTILITIES ARE NOT VOLUMES ARB CORRECT
DESTROYED 1-800-632-4949

KEiTH HA��
ANIMAL WASTE MANAGEMENT SYSTEM
TABLE OF CONTENTS
ITEM Page
Design Approval Sheet............................................................... 1
Construction Specifications.................................... .................................
Operation and Maintenance Plan...........................
Seeding Specifications................................. .........................4
Volume Calculations-Excavation.........................................................................................5
ation........... .. 6
Volume Calculations-Dike Fill &Pad Fill.......... -
Typical view of a One-Stage Lagoon System................. ............................................. ..8
Plan of Excavated Storage Lagoon........................................................... ........9
.............
Waste Management System............
Soils Investigation.................................................... .. .....11
............................................ ..
Maps.................................................... .............................12
............................................
A. Topo Map
B. Soils Map
C. Flood Plain Map
D. ASCS Map
attiwn
. '..
L-

Operator. Keith Hairr County: Duplin Date: 05/03/95
Distance to nearest residence(other than owner): 850.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 lbs
0 sows(farrow to feeder) x 522 lbs. = 0 lbs
D head (finishing only) x 135 lbs. = 0 lbs
1700 sows(farrow to wean) x 433 lbs. = 736100 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other: 0
z Total Average Live Weight= 736100 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 736100 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 736100 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 375.0
Inside top width (feet) 348.0
Top of dike elevation (feet) 48.0
Bottom of lagoon elevation (feet) 36.0
Freeboard (feet) ---- 1.0__
Side slopes(inside lagoon) `3.0 : I
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 369.0 342.0 11.0
AREA OF TOP
LENGTH*WIDTH =
369.0 342.0 126198 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH =
303.0 276.0 83628 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
336.0 309.0 415296 (AREA OF MIDSECTION*4)
CU. FT. = [AREA TOP+ (4*AREA MIDSECTION} +AREA BOTTOM] * DEPTH/6
126198.0 415296.0 83628,0 1.8
Total Designed Volume Available= 1146057 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length *Width =
375.0 348.0 130500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 130500.0 square feet
Design temporary storage period to be
5A. Volume of waste produced 180 days.
Feces& urine production in gal./day per 135 lb.ALW
1.37
Volume=
736100 lbs. ALW/135 lbs.ALW*1.37 gal/day
Volume= 1344609 gals. or 179760.6 cubic feet 180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
Of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day
180 days storage/7.48 gallons
Volume= 0.0 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 excess rainfall
7.0 inches
Volume= 7.0 in*DA/12 inches per foot
Volume= 76125.0 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot*DA
Volume= 81562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 179761 cubic feet
5B. 0 cubic feet
5C. 76125 cubic feet
5D. 81563 cubic feet
TOTAL 337448 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard_________________________________> 1.0 feet
Side s{opes________________________________> 3.0 • 1
Inside top length___________________________> 375.0 feet
Inside top width____________________________> 348.0 feet
Top of dike elevation______________________> 48.0 feet
Bottom of lagoon elevation__________________> 36.0 feet
Total required volume______________________> 1073548 cu. ft.
Actual design volume_______________________> 1146057 cu.ft.
Seasonal high watertable elevation (SHWT)===> 42.2 feet
Stop pumping elev._________________________> 44.1 feet
Must be> or=to the SHWT elev.====______> 42.2 feet
Must be> or=to min. req.treatment el.=> 42.0 feet
Required minimum treatment volume=====______> 736100 cu. ft.
Volume at stop pumping elevation=====_______> 797729 cu.ft.
Start pumping elev._________________________> 46.3 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr:24 hr. rainfall==> 1064495 cu. ft.
Volume at start pumping elevation=====______> 1058759 cu. ft.
Required volume to be pumped_______________> 255886 cu.ft.
Actual volume planned to be pumped=====_____> 261031 cu.ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BYCO���� PPROVED BY:
DATE: --� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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 year-24 hour storm for the location.
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 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s)from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin.An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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. it is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.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 46.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 44.1 . This temporary
storage, less 25 yr-24 hr storm, contains 255886 cubic feet or
1914024 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one(1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height 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 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL)ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION.A TYPICAL CROSS SECTION OF THE LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR'
When areas of unsuitable material are encountered,they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfiiled
as specified to grade with a SCS approved material Cie-CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner inateriai 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. 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 tile drains are encountered,the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backflled and compacted with good material such as
SC, CL, or CH.

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
120.0 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 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES:APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES:JANUARY i TO MARCH 30
0.0 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.

""...... ..............
''"'.y-�_._.
T ,
Ell-
4E VA
FAT

TB F
T
ij
_ __ ,(,�•
r'•- ;
Ft
911 t_ �•;� mot-•-" -
_ ! ,
-
Y`, -r---_��-;_• ,_ i . ; : ' : .,opal,;
71 K Teljr_. �..,.,._....

DQGWOOD FARMS- INC. /3, $
Clinton. North Carolina
Form 1420
Name: T-H
Lagoon#
No. of Shots (Elev.)
Sum of Shots (Elev.) /0 O
Average Ground Elev. � 70 ft.
Top of Dike �181 0
Bottom of Lagoon 3 6 r O
sxwT J o.:-4- ?'„� VESTrCf1-7".TOA) ro �f�T� O ft
Length of Top 13 7S-, 0 ft.
Width of Top ` ft.
Area of Top at Elev. /3a 560,D'sq. ft.
Area at Average Ground EIev. S. 70 0 13 sq. ft.
Area of l�1id-Section at Elev. 410,,8 (Center of Cut) sq. ft.
t. ► x 3os. ! lol 3X
Area of Bottom of Elev. O 30 3.0 X e-761•Q 1 8 3 6a 8,Osq' ft'
Depth of Cut 70 ft.
Dirt Removed (Cubic Feet) 8 U. ft.
Total Excavation (Cubic Yards) Ov�,�cu. yds.
Under-cut ' - " Thick on Bottom& Slopes
Bottom of Lagoon ' x ')x cu. ft:
Side SIopes -East &West (_' x ')x ' x Slopes cu. ft.
Side Slopes-North& South(_' x_')x ' x SIopes cu. ft.
Excavation (Cubic Feet) !V O r FT G ag w ` cu. ft.
Total (Cubic Yards) C'L,4 O :5.V r5, I cu. yds.
-Sax L r N V S7-zG4T.roIV
Total Excavation (Lagoon&Under-cut) cu. yds.
NOTE: Clay Liner will be figured extra: Total Clay cu. yds.
*Clay Liner will have to be figured at time of excavation due to availability of clay on site.

3�
DOGWOOD FARMS NC
Clinton. North Carolina
Form 1419
Name: l`gX T H #,4 �/e
Pad&Dike-rur 2
DICE
Dike Elev. ft
Area of Dike ! j 9 4 sq. ft.
Number of Elev. Shots 1 /S
Sum of Elev. Shots 6
Average Ground Elev.
Depth of Fill
Cubic Feet of Fill i
cu. ft.
Cubic Yards of Fill
3 757 0 cu. yds.
Lll�to 1 Ratio Added
I8�j/,0 cu. yds.
PAD
Area ofPad _y� x 386 190, y8 0 sq. ft.
Pad Elev.
Average Ground Elev. �0.70 I � 7 a 7 ft.
Depth of Fill
Sum of Elev. Shots ,
Number of Elev. Shots O
Cubic Feet of Fill �S-� 7,�)d cu. ft_
Cubic Yards of Fill �7-�"0 cu. yds.
i to 1 Ratio 31 g Q cu. yds.
Total FiII (excluding Clay Liner) ! 361���,�cu. yds.

DOGWOOD FARMS, INC.
Clinton, North Carolina
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
Confinement Building
Top Width ,
Settled
\Top Elevation �.�
OUTLET PIPE ELEV.
Pit
1 SS j' I SS 3 J
_ _..L SS
" Pipe (Needs to be adequately I TREATMENT
supported) 11 LAGOON
I
Depth = ��.0
�V
Bottom Elevation ---

DOGWOOD FARMS IN
Clinton. North Carolina
Form 1421
PLAN OF EXCAVATED STORAGE LAGOON
Name E.yT��� Date
County 0 G!P L=Al
Address OLD C',4/4 P )eb A Q — W4 L Z,Ar 9 /U C,
� Mr, 0co 48.0
o ' '
/� — — --- �— — — — — — — ---- — — �-7'
IA�, -
36--0
Use of facility
Capacity Gallons
Soil Type
Bench Mark Description
SUMMARY
Bottom Elev.
Normal Liquid Level Elev.
Storage for Normal Precip. N In.
Maximum Liquid-Level Elev.
25 Year Storm Storage N In.
Crest ESW Elev.
Maximum Flow Depth N Ft.
Freeboard H Ft.
Top of dam Elev.
-T.B.M. Elev.

}� SCS-ENG-538 1 U.S.DEPARTMENT OF AQRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME ',*1-i+ NQ i r r — DISTRICT i
DATE__ r:ja; _q 1 COUNTY TC�r'
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 MADE (Approx. scale 1"= feet)
Locate reference point +n center line of dam and edentlfp an sketch.
i
I _
I, /
I ` `'
I ,
- I �
i
i
ti`, SHOW BORING NUMBER AND. PROFILE
DEPTH Make and list dam-site and splllwav bodnas first-then pmded arm and borrow pit borings-saparate with eerttool red ilne.
l0manaed on bout where necsssam) Shoo water sable situations on dam-site borings.
SCALE 1 2 3 4 5 6 sT� 8 9 30 11 12 13 14 15 r 16 17 18 19 2Q 21 11 Z3
0-1 M
—2- G
—F S c,
'—i,, C L
1
i
BORINGS MADE BY- la,L SIGNATURE & TTTLE

• M& e • •
•
WATERSHED AREA MEASEIRIEMPHTS
• •
WOOMAND—ACRES • f •
OF • • • POND SHOWING • •
■■©■■■■■©■■■ ■�n■■■■e■■■■
■ ■■■■e ■■■e���■■.■■ ■■
■ ®■■el.�■■■■■■■■■■■M■■
rr ■ ■nr rr■■■■■�e■ ■
INN
ME
: • • f uNebo sn't fist 4r*m.Nlff..d of 0-0 #400
per
Riga-eflo"s on
i1 Q d Qt7 TJ[� m E�7 m �
11I �I■ ®■■■ ■i■ ■
�iirr■�J ��il 3�r��.■p
fir■ '��1l±�.'�11 , ■IN
�■:
�r■f■ IN m
�■�■■■■e■■■■�.m■�■k■r■��■,
Nye

TYPES OF MATERIAL ENCOUNTERED IN nORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well traded travels: travel. sand mix It-gavel ;
GP-Poorly traded travels s-Rand
GM-Silty travels: gfovel-Rand-silt mix vfn-.very fine sand
GC-Ctayey travels: travel-sand-clay mix sl-sandy loam
SW Well traded sands; send-povel mix fst-_fine sandy loam
SP-Poorly traded sands I-loam
SM-Silty sand Rl-travelly loam
SC-Clayey sands: sand-clay mixtures si-silt
ML-Sills;silty,v.fine sands;sandy or clayey silt all-silt loam
CL•Clays of low to medium plasticity c1-clay loam
CH-Inorganic clays of high plasticity sic[-silty clay foam
.Mil-Elastic silts scl-sandy clay loam
OL-Orgenie silts and silty clays, low plasticity sic-silty clay
OH-Otganie clays. medium to high plasticity a-clay
1. Suitable tnaterial for embankment is available lzryen [D No rindieir,w•A.•e Ineu1.r nn rA.*eNrh we
pumm+a tfdd
REMARK9: 7, -/QT! v� 19 GOv.V
.� 1N.0_*< onJ StAPor SLoP�S �QN� ?a)r1AV aF �a 7-
�T!'v G
�
�C«y .n.4T--% 14 s!T- .e-',2
1 EsplWm hazards re ui nit special n ttenTen,in dceian rs e. ro.+ns.. ' 1"RA C 71
'' <"4.d jG.^oc
rye X�STi�G
� ��'•o.✓F>��l�o G!g sa p•� v�,!t c �.�of ,r3�-f� 1`�fl,P T
Q� pn-p GAGao.r/,
GENEP-a REMARKS:
iJ
94 �'128 $7 38 29 39 31 132 33 34 1 3q 36 37138139140 141142 43 44 145 Ia 4T 40 60 51
-1 �►
23
_q m
BA
D S
67-1 Cl
7^b4b ow

/L"] r '�' ' � SFµ•.• � y• ^-.t.•:
,r' �,M• { ' 't \�• `w�� '{_ si�r>"�` _ �i��yy'� ';w•t�]`�'£.<s:,. ��:`t�'�-t-.S'3i-t,'�`?�•.
•` '-1 � �� .`J�3 Y�y h��iwlj;a F ••a�- x .r4�y r_„r{ j �„}Lle}-�,. [�
�j,•�{+• � � � y._'�^"•rt�'��;�i•.•+}�•�i„;'a�:r�p.',�•��ir,• `,�.�±t4S' � _ s'►pv...,'?t:_ �;p�+wir.,..
4� �I •..+•r:•�• �; •- � Wow#.•',r:'t'..�f ��y,�.yy1 rr# r �"l....R-'{,-, _ r;?+�"K.rt''�`.r2
01 '( � (•1•If f'•.�• w`i ih'l7`Si�%-r x ro:<�..�-ma�:"f iq '.y:i� fe.�i-.•J�y'�Y l(-S T+b{
M,•,�75..••.••ARey*�. r� ` r � ,�Tt' � �`sr��< 'SC'=.f y'.'.'�;�,y'�' -'T �.• �i. 'YwA•.r `Y f{'• � r' l .'r.,�•ry
� '•)3'ia�::: 0' �'J I `•'•'. �¢` � '.�,•- 5' %f' � , •''��K"�'�'� f:•• 1� 'lit ri •t
,? Ma
,'a ^�^ ,j• i Y -%iS-.vt s L •.V. � < l • sue'.'_!
A.
Ae
,'sr
-: •yrgi
,•'
• - •{�i J.- �:.C. :Yr'. ,„, .".-� .. •Yr,-''�t�#��..''"`1"r - t1 _ t� ?�.�YG e�{' '�.
Zv
:. -�. .' �•r r!,-'. 'E. -�{ 'M l CrY ' r w •si r! _ i V3. yr.
! � ��-c �� • yiRs*'4FF•� Y••• ,���'•eyv-..q<,:.j�r� i c!�7t :� ���W��x
ri
'A a ti�.��r` } �. 1 �`'��'3�`'k C '4_ r �.Y � .�-•,�'},� �.a't w)"` •7'.i: �-' _ .. 't`�';E,r,. :1..
�tf�• .snF� •mayy-fZ• �i�{�Syt'' I�:}� � a-,c.. t/ _ }��..�, -..j yF .'�E},1;,•",��.<;;µ`5y'�Qr �E _ •� �r1F�
'a�A� ..,t.+�it � t. bYtr •:r'F� 3% � ���.�4i :- 'f �� `J' s a ,y, n 4�� ;bj:.^
'�• - yt?tle'FTN;•4fx '" y� � rY'• � a •{:�' i� „�j.•!8 ,.m^:S r. .I ; .d t :y
•r•• ,-� f��-'.z �' �td.=<�f'`tlfc{' Y -:.'':+ �i. �b �A_.�.1 ,y4 4'Q � .�• [' - �.�!�^ � 7",y� IE i#f �'1 �� � 'ao ti a
pol
-N04 ..Rh Y f• F •t�.� <=S t t -LE
-r.rR•V s-d.� �nj. � - 1 '+4��r•,g,�
AN
14r
�y a •` ., ,r E3
`r• - ��, ���q � 'y�.. �/ '',� P fi•�,�y �.#"•A Nr '-�'•'� +C7,�!!}-rS� ]Y��,'�"�r''i}.�h
• ma�.yy x���..����,�; _fit �' +3 +�, �` �� �����•�;
Vv
zz
LA
.✓!!`!a•'f':��y�,•1.''.�.'r<•Y � A.:a ;9'� i-_�•.. `' �J.J .y - �y�E"r7w� �� - ���`g i.>�'e �/::Y
�#._�jd�� � b� ,� U��`i'tik ,rd ' � ,j,��lr•i `��i<tiyr'.Y�. a 4�%� �s'•y''a`���y5s•
• ���' Yrt �-.- ra- 1 � .� t, � � ".. � t `�•ram
r ''�?f�-4 -.�' t'y&-2' i� - '.�-/�. ��. rr � l��•-'��y=tiY<���.A � G:=• '�..t r• }�� `�-t••'
�, � ,+Y�''' � z �! �'�n� .:z�r#�� �"�i"� �y �i .'�� ram^ ♦r�'�'� 'd
• -C.1 -S+%+i'� .( - 1ys- .fY`y' ' - v/��*- M�� :71'�.1-•',. .p ,�dr�
v.s.'ci +1S-t ,i,tag• .'� ."���i..x "a�` �t ' � ��•`'�::,a>> �. `t•�� 'r ��'
�c�•�a}'`'l�� ;31* � ��"^+r� '���� �{�?.�•53L��'Ti��� -,z•+ ry. ��! S'➢`�t, �`•4� y i ��Jr_ s -tr ��1'4
��.`tip r ,tl�+Y- �(S'-�+sy 3 �Y F'-��� r f y +� /aJ•,,� �M1 V \'ri•:; �.. t '•�[1�h•t gf� '�k�Y• i t .%
��' ��� �O• �� K'� -er x.. .���% �,fs: •�c-f �r L� � .s �•- ���� r ::,>� '-a.y �X- .I. :
.tZ 4.� R` i - 1;� - - !7'{•"- � - - .: F' a'•':t. � r f- -,� 'iy t;f �. 7- .Tj. .�! "tf.F�,
(�r,3y���Y q ��.�• � �h �`� ti � t:1.,,•r• .�p�py s,? .i•� _; .t7�e�d!�' •�aie � i
.r_li�� � .�' 1/ }R\oy1�� t '�`-� _r;W`'� !."' .�.�t,.'.: --R�I.;r�°`i���+t`•. p•��{�1`Q� '� ' •� 7;!-r`• {
-� � iti - �. 1(.y C�j,.�h,✓�'r:•' ,s�+'.ir. •;•L4's�_ r ♦/Ki�{I `' i�{, � C:
r:::r' l�c-' 't'n,}'�� - �'1 " ��i� :_s� sr•1�s 'tiT�3r,,jgl�C�[t' -
�y;).':Y•• -;} 1=-R lit.4 r� `� L F #ate" . 6 .y, '° r3 -s '�f'"• 4t S'
!Y`• TY - 1
; ,rr I r. ..r17 ¢ ;.• y, ,♦.yc
x _'�Rir•, a '� - - 0 J 1 t -r -r-s•r t ,f Yr. S } sp.2-5{.s-.,4-1„
' 4. e�� - �� \ yL ',. IL k yB�itYi iY��,,•,9
�)Nr �•rT-�'� ` r� � � Ay s•V. +1- C J�'v_Y
;,��`"�k -�.,�lk`�#�Via_ �1•� G�_1 �\ _ ; °�.,4< j, .����:-
,~„!, -y �a � -�?1 �� r.• .} -s rim. .+C:��y
r, {���-, ilr` '•.. �;ram-," _ i �+�-� � -,,�s" �� e �

%%
..............
41
i-e
co
Ik
co
9N 7S 61
41

F I icy -
5.-- a° or 1 v).'"`Ay' _�' ♦/ 'I �y S u __-_ �0vr � �' 1
�� R.v'o- �-` _ � '°''laa°"EU•' •' K,LLL� 51 'a vnt sumo.a - ,� f �1` �� ''• {'^` .,y l l
..ram F •+ __ $ °� •
""m
6}° i •y Ry t 4' � i'��v-` \ as -. i � I i mi sa kS'� �On�L�si ,c � -'1 /
'E cueRt41—
IsL F � r'Qj � •p !
pit
`4b�j`
22
-1. ( .GORE � -'"•J� `I � F �:-._ _ � .0.,� / � .
oxe
� 'o4yt oR �al� j ao - � �' , &� � —• Gt 1 ��'v ,i � ��'��1- 'am '�
`~ x+•cx 'F $ ___ !.f ' _ R°lr J / r { 3 F :i...�' v roans�nRavw _ ____
-
r r- $- J•, ... � $�, f,.r' ;.aF" ./!-oe_.Fron I ' } �, Ill` I
.-
'nE•
aR - • � � F .or nrlEE`' 4;v✓ � m� i Rr �
I � r° fao��exx]� P -�� @ �-----•--�' .F RRORSpM Ro 5S i��S ! ' _-- P
iffS `1 7! lrr

Y
i
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
so Ids from gutters as designed.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation (44aintain 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 (} Design, operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () 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).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes - ;() Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked U, ertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control meas4res as practical.
I certify the aforeme tioned insect control Best Management Practices have been reviewed with me.
i
(Landowner Signature)
ke, ,r► _
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( /Renderingat a renderin I g plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production { e alive or wooded buffers;
( ecommended best management
pr tices;
( o i judgment and common sense
r
Animal body surfaces Dirty manure-covered animals ( i ^r floors
Floor surfaces Wet manure-covered floors (; SI ed floors;
aterers located over slotted floors;
() F ders at high end of solid floors;
Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine A_�,-Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition (} Underfloor ventilation
Ventilation exhaust fans Volatile gases; an aintenance;
Dust ( fi ient air movement
Indoor surfaces Dust Q ashdown between groups of animals
( ) Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers -
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (} Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( ro lagoon liquid capacity
Biological mixing ( orrect lagoon startup procedures
Agitation VMiriimum
mum surface area-to-volume ratio
agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( Iroate on dry days with little or no wind
Wind draft (`)'(Minimum recommended operation pressure
( "Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying ( ) Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Ren—ve settled solids regularly
Manure, slurry or sludge Agitation when spreading ail injection of slurry/sludges
spreader outlets Volatile gas emissions nWash residual manure from spreader after use
().Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (• o i fection of slurry/sludges
or sludge on field surfaces (incorporation within 48 hours
( pread in thin uniform layers for rapid drying
Y P Y 9
(1 Pro n biological additives or oxidants
Dead animals Carcass decomposition N4roper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage t4rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information: Available From:
ule/BMP Packet NCSU-County Extension Center
Swine Manure Management;0200 R
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig 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-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( -�Tertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(La owner Signature)
AMOC--November 11, 1996

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

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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: Mar a
b. Contractors Address: 1;�U " 06,,Eo lir;dee, 4Usw G *.A-6-, , fit a
c. Contractors Phone: " "--
1/910 ©5-s-7 raArre11`.5 We-- Igq-�q
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: VS D A -- cs
b. Phone: q lo
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

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

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

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

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

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

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

Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
W. Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved.by the
NC Department of Agriculture &Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary.
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
44
-.2?- � �
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

REVISED WETTED ACREAGE FOR
OAK GROVE FARM EXISTING&NEW SOLID SET IRRIGATION SYSTEM
lot-Riser GUN PSI A_VG.SPACING,Ft PCT.SPACING NEW(N)0R PREY. - ALLOW. TOTAL WETTABLE
EXISTING(E) CALC.AC. AC. AC.PER FIELD
A-1 60 SINGLE LAT. E 0.854 0.745
A-2 60 SINGLE LAT. E 0.716 0.745
A-3 60 SINGLE LAT. E 0.716 0.745
A-4 60 SINGLE LAT. E 0.358 0.745 APR �`1 2019
A-5 60 150.0 58 N 0.571
A-6 60 150.0 58 N 0.571
A-11 60 150.0 •58 N 0.571 T-672 FLD 3 .^ ^.F� •���'
A 12 60 150.0 58 N 0.286
A-7 60 150.0 58 N 0.571
A-8 60 150.0 58 IN 0.571
A-9 60 150.0 58 N 0.571
A-10 60 150.0 58 N 0.571
A-13 60 150.0 58 N 0.286
A-14 60 150.0 58 N 0.286 T-674 FLDA
A-15 60 150.0 58 N 0.286 "
B-1 60 157.0 60 E 0.798 0.715
B-2 60 157.0 60 E 0.694 0.715
B-3 60 157.0 60 E 0.694 0.715
B-4 60 SINGLE LAT. E 0.764 0.781
B5 60 SINGLE LAT- E 0.764 0.781
B-6 60 DELETE E 0.382
C-i 60 176.0 68 E 0.331 0.354
C-2 60 170.0 65 E 0.663 CR515
C-3 60 163.0 63 E 0.737 0.755
D-1 60 182.0 70 E 0.368 0.436
D-2 60 171.0 65 E 0.663 0-656
D3 60 171.0 65 E 0.820 03!4
D-4 60 160.0 62 E OA05 0.731
0-5 60 160.0 62 N 0.629
D-6 60 160.0 62 N 0.315
D-7 601 160.0 62 N 0.590
D-8 601 160.0 62 N 0.590
D-9 60 160.0 62 N 0.315 T-672 FLD 4A
D 10 60 160.0 62 N 1 0.629
E-1 60 173.0 66 E 0.368 0.400
E-2 60 173.0 66 E 0.822 0.794
E3 60 173.0 66 E 0.776 0.794
E-4 60 173.0 66 E 0.776 0.794
E-5 60 178.0 68 E 0.845 0.843
E-6 60 182.0 70 E 0.796 0.875
E-7 60 170.0 65 E 0.380 0.397
F-1 60 180.0 69 E 0.737 0.739
F-2 60 180.0 69 E 0.737 0.739
F-3 60 180.0 69 E 0.737 0.739
F 4 60 170.0 65 E 0.663 0.656
F-5 60 170.0 65 E 0.663 0.656
F-6 60 176.0 68 E 0.737 0.843
G-1 60 180.0 69 E 0.683 0.739
G-2 60 177.0 68 E 0.741 0.718
G3 60 177.0 68 E 0.741 0.718
G-1 60 170.0 65 E 0.663 0.656
G-5 60 170.0 65 E 0.663 0.656
G-6 60 176.0 68 E 0.737 0.843
H-1 60 176.0 68 E 0.368 0.371
H-2 60 176.0 68 E 0.331 0.371
H3 601 170.0 65 E 0.351 0.328
H-4 60 176.0 68 1E 0.718 0.843
H-5 601 182.0 1 70 IE 0.683 0.875 T_-672 FLD 4B
H-6 601 182.0 1 70 E 0.412 0,584
TOTAL WETTABLE ACRES _36,25
NOTES: 1.DIMENSIONS SCALED FROM NEW IRRIGATION DESIGN MAP.DERIVED FROM ASCS FIELD MAP•
2.IRRIGATED AREA ALLOWANCES ARE TAKEN FROM CAWMP WETTED ACREAGE
TABLES FOR EXISTING OR NEW SYSTEMS,INTERPOLATED WHERE REQUIRED
3.CALCULATIONS BASED ON VERIFIED WETTED DIAMETER OF 260'.
4.EXISTING RISERS SPRAYING OUTSIDE PRODUCTIVE FIELD BOUNDARIES USE NEW SYSTEM
ACRE ALLOWANCE.

U.S- DEPARTMENT OF AGRICULTURE
SCS-CPA45
(348)
SOIL MAP
Owner It 4E3 ,,T_ j *Ir V-
J
Operator
County State C.
Soil survey sheets) or code nos.
Approximate s Cale 1" :: *7 QaO'
Prepared by U..S. De artment of Agriculture, Soil Conservation Service cooperating
with
Conservation District
in
7.
..... ....
..... .....
PN%)6 W
'V0
..........
lffAw
T4�
X
'A
F#A
A
7;
�r.L

r "Ti s _ fV+•', i�'.A Pyy� r4 .gfdR���"
tit. ,� � P� f � 1�..`�r'•e �},} „ �'s# X+ -.?v •}^ i
'+,.�.,1 z�'r7 �` y fii ���aC H'�� tip,. �i,��- -Y� r •�i'�-c � 3•}.r.�`
��i�� �'y�'��r 1. - y ��+9�1��#,x p {? {1_Y r �� ?�: ■ •�, i
t, 'tert,.:4 •7 `.t""�{ ..Jfr`'f .' .'•vr°>`1• v ..5 � rQ�p" �• P„' 'r -
rl''wf% Si.
E tiIC�Y�zP^ti� ^T psi - 'Pr �f>•' � rt : _� ..a!�Y°�.-5s.,.,i !R-LPh. iri ir ''�' y r r�-t�q.:- � y\��, t.
.aa�y{n�.� .F�1�``".i' � �''�:: jy� s,H .r,�,'��()gy�as�� ,* -r.'!�!�&ar-•` _ �'• � rr- Yh. - y, /� �� -tR �_.
., j �.� \\\ �y r�s bx�, ".� •t.� ir� ��'y �.
+�t�' -� �'�, iiyx y �"R •1� _ t �.r ��t y �ty•
}. F� f
�' ;= r1ytTt• f hr. ,�� � 5 . '1 1 L„ jr.F . i A :3rw • \;
` c1'
� ti ;r {l;r.., -l��t b�88sdt" 'W •'.y. � 1 �� , 7
-k,-WWl R _} 2; ram' �Sa ,+• s y t, K La �
s � �- 1.. x� ow
� - ty _ NNi�krlr "kYp _lr ', S S
Ml
4iS`s r Y �y f r b 7 t. [ •y.-9Ce "r�.�..
: 3'' apt xl• ; X h �' - 1` ytfs�e•� ,� 2 ,�aY•n 't' Y �:f' �_ ,,
+P E��• Q spy 4 i
a � ^!ri�t 's.g� � ys't ts �.bi'r�•y�f sj/F -h' *�s-� f'1'Li. q .i.•�i }l`€i
41.
-
2�: O,l S +� a
�''I•�
# �`'. 41l L ! / ;'• �.•a Y-i:b r' r•S' r'S'/r sh"-% �i? ,ir .�a.�,.. _ Jr2 ey.
x?�)'y "�ljzy� lp5l� y ✓, $¢ Q� '{
- . ii +.1�'�'� 4� T� rP h-y+;+P •T� ��� [ t.� - f� M
3(rpG.tTfN--y4r
er- iaL+� sY.��!-sue.:� .� r r�S'•+x*x� '�r •r .r..c
o ;t ;�,$,.."'r.�l•� 'fik �' - t� � k17.a4Yc�c �_a., �.•.� , � � d� `t$� i
-} yC, e '' .as� -•� "•+. r.•.•r<' )'€(i°r,,,s-rh ? � tt^ - `'� \-�0 �n.�' 5 :r .-• 1 ,Li
4f }ti'S_ t �u'".J'� ,{_`fit d� �•`t Y,l��� k.
s 'ys..r c- :.'> V[
-s�.. �� 5t ��-,>/ ter�t•Q�h ' '+�.ti� �d� �--.: -• - � ���. � � �qt .t e-.,- h�'+•' --.�. -
t +ii,Fyid '"si,.y�c•to- �P 9.< �,,r� i �. R,, r -.k• .Y
21 - d` e+e� " sT ✓fst4 , tt�r' r..'c=�� ��`-� 1}` L^:� a1 '
/a. '• "' x * yR s wr.'" t-. -t tr x t c. r i , ���/" ,E
-Agj.
/� -/r.`i b� 1•la Srot,.r'F4• 'r'•s/is Imi: ce:
� ����Ec•�(k�t++�� "#r�•'�s� 'a'k�7. --•�r7- � r�� "r- S�. '+"#` aim
Yy' s�L4 Asa✓'rv�„:- rh. •"'y'`.t}'K',•{'y!' rr}4�.1A 5-�11� !� 'Fs. s-'. q i - �']j
Prr-r 4Ri :ti`, r �Rfjd _�1� " 'rrrt-f.� :'•., b{j` � J i a 1 �u r,t.,' -x�r,•Frt`� 4r�N`:
-.�. ; +4" i . -R"prr •.� E' ',y _�
•a �;. " .�+.y,r}:s d=YK :1
+ems y� F3h> rir �P7� Eti` rr _lam {`�'frTy
p k7r .s •}!,ps8"X; it cq,�i.[�}y�r �}• �,E-� � r+1�.r1 ./
�}, •Lt''•° ! 'i+r 2 1>•T v'`�R u��Y r r• �v.�
,fi- ?� ,d �{{LZ.,,1 k� +9•wx T`(zi �j^.' } ' ` ;t '7� :ti _ .� r ..J �'JkA
Al
..� SO 1 = f S'Z y r l.� -^•-s .j F�
"fi
1 t� ,,.. �{ Ca+� �i�{"�,;r3�i ���� .�YL€-.." �;�s � ,\ / f � R �� - � .f�Y.�<-( 1�•r
r 3t M 5 qua { ram[
s tl -. It' }`F•'{,• ayi Z. 2, L,t7- ti� ` y �`a `_ '�
O (�T� I �P 's .j2.£'. L7P.Y' !!��=}�yy y]�'
r.L Y. , - } ye. •'P 7..2 .. {��v. V IN I,
T i}7 Y t, •�y�sJT —.^tY � I
i r, f-•'s�:� /��!-,{� "'}� efts � h :Pts.3,!'.d�3 a 1'V ,F 1�' ::i Y 15 rys.�r. 4TaLF lJ}4,4r�,� wf
-�# ty_ r ri �ry
_ r �'r1 :. 'd. � 1-.7•�•Yr �:.xS'iF<- ''t). f.• 1� � ` d
,7•� ar' �"-y }' `r�"{`.- ',�. i.E`k' 3Y •` r? ?•'x'� i�-,.r '�#y._. '* rliy E:,7' .# tea' s _r~ st'�F- P.y�. i`• fie,`~. ti
t. 7 •'R y► •' 7,j`••.r 5'4f n_-. i."3 "r- _ ;jr f }fit. fy ti'� •{, .xi;,"l•
i•-t• i r j'��y 9�S LY '} i 5 y 1fj �'' -:• s� �� `M� �_�� 'r.
-�.r �& •�1 � VK�{j?� ��,�. r3:1;t. �' tf.7'ui fif'�-:... �• 4�"lC.:. .�.. f k r �� r�4•+S :y.y'w.-^s.
i tsF%�xt `g r y sc3 T 7?.� �tc7 y R+ti
.c F+F?i-s. ram, � `! � j,ks jr �'-✓J.a _ _ _r� � s� )t.s'.e-�?i� - \��r.^�- _1 F:� ;:u�_��e Z 6 � -
')�,'�•• '� d'Y:� l__ �C`r;J�'� l:r# ,� s. •y l,�Y! ,fie+^.� \ _��. 's i.a � - 1: �l�~ 7 N �- +� r
'f �ctv,:'•,;�-`..D ..4.c_ e -k r i^ d ...�' { - -GOT •`?��-e 1 i�•r'J? r risf.�. e
IroS KQ aS Up 6q Pa;STSSV T
iagwnu o}ogd ,
`= �4 •;ou;ST uoT}enia uo� ��• �-� OOZ U013 at3i;uapT uetd
q;Tnt 2ur;eiadooa
ateos a#emTxosdd Saaoe GIRw aoiddb
ioleiadO ��uno�
;a-s dVlq NV Id NOLLYA83SX- 03
91 VdO-SAS 33iA733SliOf�3tJ11#
�""'• 3 ZfOS
-- amnx 12�brd3Q-rn

s t
OAK GROVE FARM(Keith Hairr)
3/18/18
The new Nutrient Management Plan for OAK GROVE FARM,dated 3/18/18,has been
revised for a Summer Annual/Winter Annual rotation. Both the SA and WA will be
harvested for silage. Please be aware of the new application windows and rates as listed
in this new NMP.
SUMMER ANNUAL(Application Window: 3/15-8/31)
WINTER ANNUAL (Application Window: 9/01-3/31)

Nutrient Management Plan For Animal Waste Utilization
03-18-2018
This plan has been prepared for: This plan has been developed by:
Oak Grove Farm Greer Moore
Keith Hairr Clear Run Farms Consulting Services Inc.
Old Camp Road PO Box 338
Wallace, NC 28466 Harrells NC 28444
(910 5-6456
c_?�Ijatl
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r '
•� n - 31,
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
• i1
Plan Approved By: ,� , - '�
Technical Specialist 4ignature ate
567423 Database version 3.1 Date Printed: 03-18-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 5,445,100 gals/year by a
1,700 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 8403
Incorporated 14431
Injected 15892
Irrigated 9133
Max. Avail. ActualPAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 9,133 11037 -1,904 6,580,332 -1,135,232
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
567423 Database Version 3.1 Date Printed: 03-18-2018 Source Page 1 of 1

Narrative
Winter Annuals will be harvested for silage.
Summer Annuals will be harvested for silage.
567423 Database Version 3.1 Date Printed: 03-18-2018 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total U seable Leaching
Tract jd Acres Aces Index(LI) Soil SeriesCrop Sequence TRYE
672 1 16.05 16.05 N/A Norfolk
Small Grain,Silage 10.0 Tons
Sorghum-Sudan Hay 6.2 Tons
672 F3 2.65 2.65 N/A Norfolk
Small Grain,Silage 10.0 Tons
Sorghum-Sudan Hay 6.2 Tons
672 F4A 8.09 8.09 N/A Norfolk
Small Grain,Silage 10.0 Tons
Sorghum-Sudan Hay 6.2 Tons PLAN TOTALS: 26.79 26.79
LI Potential Leachin
Low potential to contribute to soluble None Technical Guidance
2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding rapacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Tenn No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
567423 Database Version 3.1 Date Printed 3/18/2018
NOTE: Symbol*means user entered data. PCs Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied.is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (tbs/A) (Ibs/Aa
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Acres Acre@ Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
672 413 S9 Norfolk 16.05 1§,05 Small Grain,Silage 10.0 9/1-3/31 °100 0 0 Irrig. 1p0 59.62 0.0 956.87 0.0
672 4B S9 Norfolk 16.05 10.05 Sorghum-Sudan Hay 6,2 Tons 3/15-8/31
312 0 0 Irrig. 312 186.01 0.00 2,985.43 0.001
672 F3 S9 Norfolk 2.65 2,65 Small Grain,Silage 10.0 9/1-3/31 *100 0 0 Irrig. 10,0 59.62 0.00 157.99 0.00
672 F3 S9 Norfolk 2.65 2.05 Sorghum-Sudan Hay 6.2 Tons 3/15-8/31 *312 0 0 Irrig. 312 186.01 0.00 492,92 0.0
672 F4A S9 Norfolk 8.09 8.09 Small Grain,Silage 10.0 9/1-3/31. *100 0 0 Irrig. 10P 59.62 0.00 482.31 0.0
672 F4A S9 Norfolk 8.09 R.09 Sorghum-Sudan 1Iay 6.2 Tons 3/15-8/31
312 0 0 Irrig. 3t2 18G,01 0.00 1,504.81 0.00
Total Applied, t000 gallons 6,580.33
Total Produced,1000 gallons 5,445.10
Balance,1000 gallons -1,135.23
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
567423 Database Version 3.1 Date Printed: 3/18/2018
WUT Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
TractFFField Application Rate Application AmountSoil Series (inches/hour} (inches)672orfolk0.50 1.0672Norfolk0.50 1.0
672Norfolk
0.50 1.0
567423 Database Version 3.1 Date Printed 3/18/2018 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils_containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Com 120 bu 150 13.16 50.37 100.75 151.12
Hay 6 ton RY.E. 300 26.32 25.19 50.37 75.56
Soybean 40 bu 160 I4.04 47.23 94.45 141.68
567423 Database Version 3.1 Date Printed: 03-18-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. Ifthe available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
-AvailableWn-;tP. '%tr%rnWCaDagitv
Source Name Swine Farrowin -Weanlin La croon Liquid Design Storage Capacity (Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 114
1 2 97
1 3 110
1 4 113
1 5 149
1 6 180
1 7 180
1 8 180
1 9 161
1 10 151
1 11 142
1 12 132
*Available Storage Capacity is calculated as of the end of each month.
567423 Database Version 3.1 Date Printed: 03-18-2018 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
567423 Database Version 3.1 Date Printed:3/18/2018 specification Page 1

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a Iand application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that.discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that 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.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However,if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications 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 for waste storage ponds.
567423 Database Version 3.1 Date Printed:3/18/2018
Specification Pale 3

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils,during rainfall
events, or when the soil 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. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste 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 the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
567423 Database Version 3.1 Date Printed:3/18/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that,discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that 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.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc.,should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications 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 for waste storage ponds.
567423 Database Version 3.1 Date Printed:3/18/2018 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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
regulations.
567423 Database Version 3.1 Date Printed:3/18/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 4B,F3,F4A
Small Grain Silage
The following crop note applies to field(s): 4B,F3,F4A
Sorghum-Sudan: No Comment
567423 Database Version 3.1 Date Printed: 03-18-2018 Crop Note Page 1 of 1

\ FLD 4A WELL
\ \
n� t -L 2 -�
IX
GEND
- - -- 6" PVC MAIN ' /' , 1 .� 3 t 1
- - 4" PVC LATERAL \\ y t � Jr,1- ° -i �xr f .j_ o
t SOLID SET RISER (CIRCLE 3.,
SPRAY DIA.)
DENOTES + l
BUFFER
f /K., 4
ONLY ONE RISER ON LATERAL D \ ♦\ �� err/�'\�_! r� i
RUN SIMULTANEOUSLY
j 1
VAS ORIGINALLY � + J✓s rn
6/11/01 REVISED FOR ADD L 1
\ \\�\--.t\- '�\ i�
CONSULTING SERVICES, INC.
INDERWOOD ST. CLINTON, NC
91 Q-590--27Q3
ROVE FARM \ \ \ M
ED IRRIG. DESIGN \\
12/10/0 SCALE: 1 " = 200' \