820006_Permit Renewal Application 2019_20190410

4
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 Pen -nits 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.
I . Farm Number: 82-0006 Certificate Of Coverage Number:
2. Facility Name: Colonel Lamb Farm
3. Landowner's Name (same as on the Waste Management Plan): Greenwood Livestock LLC
4. Landowner's Mailing Address: PO Box—§4& 24 07
City: Elizabethtown State: NC
�7 400
Telephone Number: 910-8764*21-E-xt. E-mail:
6&YKtjv
5. Facility's Physical Address: 12640 Beykin Bridge Rd
City: Roseboro State: NC
6. County where Facility is located: Sampso
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): -efff VTMUMR-M-44ane
13a"Z_ WS,�
11. Lessee's Name (if there is not a Lessee, write "None"):
12. indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
0mration Types:
MijWhy-Brown LLC
Phone No.: 910-842-ft"
3 es-- I 2f7
Allowable Count
7,384
AWS820006
Zip: 28337
Zip: 28382
OIC #:
1.40 4/30
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy 14cifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Putlets
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 Poultr%
Gilts
Other
Non Laying Pullet
Other
Layers
hPR 0 R,
, ZOO
Bodo

ROY COOPER
Govomor
MICHAEL S. REGAN
Set retary
LINDA CULPEPPER
allectot
NORTH CAROLINA
Enviropmentat Quality
February 27, 2019
Greenwood Livestock LLC
Colonel Lamb Farm
PO Box 535
Elizabethtown, NC 28337
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.btigs://deu.nc.L,ov/about/divisions/water-resources/water-qualit�,-rep,ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-16.3 36
Telephone number: [phone]
In order to assure vour continued coverape under the State Non -Discharge General Permits- %on must submit an uplication for
permit coverare to the Division. Enclosed %ou will find a "Reguest for Certificate of Coverage Facility Currently Covered b� an
Exniriny State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 20190
Please note that %ou must include one ill copy of the Certified Animal Waste Management Plan (CAWNIP) with the
completed and signed application form. A list of items included in the CAWMP can be found on paGe 2 of the renewal
gpplication 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,
A �_ �*
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc 0A,/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820006
Murghy-Brown LLC
No rtt, Cara r,4 Depart"rt _,f Ery r:,rrerta Qta v, I D vsD, of 11.'ater Reso. Des
512 N� Ss sbtyy St. I iSSS Wa Se-% oa Zerter I R a e g , ti., rt� Ce *a r a 27'sSe-Mg
919.707 2WID

13. Waste Treatment and Storage Lagoons (VeriA- the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clav, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
FINISHER dU(
1
87,120.00
9 , A0
F;NJ&4E-R I
2_ STAGE 1
19,00
STAGE 2
Mail one (1) copy of the Certified Animal Waste Management Plan (CAW'MP) 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). si-,ned bN the owner and a certified technical sliecialio. 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
& The crops grown on every land application field
e. The Realistic Yield Expectation (.RYE) for every crop shown in the \k`UP
f The maximum PAN to be applied to every land application field
g. The waste application windows for even. crop utilized in the WUP
h� The required NRCS Standard specifications
2. A site map/schematic
Emergency Action Plan
4. Insect Control Check -list with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortalitv 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. coniposting, digesters. waste transfers, etc.)
C
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 CA1YMP items above to. 2019PermitRenewall&ncdenr.gov
F "7 n)
7019

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 143-215.613, any, person- who knowingly. makes any false statement,
representation, or certification in any application may be subject to' civil p I e naltie . s u p to $H,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of riot 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: 6MIW-1 '10-,1 &C k A-, Title: f4'�
"12&� Date:
Signature: L4� U I
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: 2019PermitRenewal*ncdenr.gov
FORM: RENEWAL -STATE GENERAL 0212019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Narre
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
FINISHER
87,120.00
FINISHER 1
19.00
NURSERY I
NURSERY 2
50,094.00
STAGE 1
19.00
STAGE2
21.86
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.IOC(d) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
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. coniposting, digesters, waste tiansfers, 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*ncdenr.gov

WASTE UTILIZATION PLAN
Tuesday, September 12, 2017
Producer: Greenwood Livestock, LLC
Farm Name: Colonel Lamb Farm 82-6
PO Box 535
Elizabethtown, NC 28337
Telephone #: [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 7384 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
RE(!F1VEDr,4=W,�^,7
APR 0 3 201,01',
W.—t-rQuafty
11inm-it0aerationsSedon
Page I of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7384 hogs X 1.9 tons waste/hogslyear = 14029.6 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7384 hogs X 1.7 lbs PAN/hogs/year = 12562.8 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
2826-
C
10 FOL 135� 113.4
0 K26%
01 3.61�
409.374
FEB15-JUN
2826
10 NORFOLK 2-6% w 59� 123.31
01 3.61'
445.149
SEP-APR
APR-SEP 15 -
2826
10 ;NORFOLK 2-6% SB 34
11 GOLDSBORO 0-2% C 156
11 GOLDSBORO 0-2% W 65
132.94
0, 3.61
479.913
2826
133.224
01 4.27
568.866
FEB15-JUN
2826
135.85
01 4.27
580.08
SEP-APR
2826
1008
SB 3811
11 GOLDSBORO 0-2% 148.58!
C
12A 166� 133.224
12A !GOLDSBO 0-2% W 651 135.85
0 4.27
634.437
APR SEP 15
_0! -3.48
463.62
FEB16-JUN-
1008
01 3.48
0' 3.48
472.7581
SEP-APR
1008
12A 1GOLDSBOR0 0-2% SB 38[
12B �;_0_CD_SBMR0 0-2% C 156
12B IGOLDS66RO 0-2% w 65
148.58
517.0581APR-SEP
15
1008
133.224
U 4.6
612.830
_FEB1 5-JUN
1008
135.85
01
4.6
624.91
SEP-APR
1008
12B 'GOLDSBORO 0-2% SB 38 148.58
13 LEON ALL BH 3 132
13 1EON ALL SG 1 50
0
4.6
683.468
APR-SEP 15
1008
0,
3.18
419.76
MAR-SEP -
1008
01
3.18
159
SEP-MAY
1008 1-
14 jLEC N ALL 1 SA 2 150
14 iLEON ALL SG 1
___5�01
j- 2 ILEON ALL SA 21 1501
2 'LEON ALL SG 'I
3 LEONAL BH 31 1321
01
3.37
3.37
5.69
505.5
168.5
763.5
MARSEP
100B
1008
61
SEP-MAY
MAR-SEP
1008
Q
5.0
54.5
SEP-MAY
1008
0
1.29
170.28
MAR-SEP
1008
3 iLEON ALL SG
11 50
0
1.29
64.51
SEP-MAY
1008
4 'LEON ALL BH 1 3! 1321
0
1.84
242.88
MAR-SEP
1008
4 !LEON ALL I SG 11 501 01
5 �LEON ALL BH 41 200! 01
5 LEON ALL SG 11 50, 0
1351 113.41 0
7A N(�RFOLI�2-6% �-C ! I
-_._L _ __ ! W 59 123.311 01
7A �NORFOLK 2-6%
7A �NORFOLK 2-6% SB 34! 132.941 01
1.84
92
SEP-MAY
1008
2.86
572
MAR-OCT
1008
2.86
2.86
143
324.324
SEP-MAY
FEB15-JUN
1008
1008
2.861
352.667
SEP-APR
1008
2.861
380.208-APR-SEP
15
FEB15-JUN
SEP-APR
1008
1008
* 7B
* 7B
NORFOLK 2-6%
NORFOLK 2-6%
C 135
w 59
113. 0
123.311 0
4.58
4.58
519.372
564.76
1008
* 7B
NORFOLK 2-6%
SB 34
132,94; 0
4.58
608.865
APR-SEP 15
1008
8
TORFO�K 2-T% C 135
113.41
0
5.33
604.422FFEB1
5-JUN
1008
8
NORFOLK 2-6% W 59
123.31
01
5.33
657.242,
SEP-APR
1008
8
2-6% SB 341
132.94
01
5.33
708.570
APR-SEP 15
2826
__�NORFOLK
9
N(3RFC)LK
NORFOLK 2-6%
C 1351
113.4
01
4.64
626.176
FEB15-JUN
-
2826
NORFOLK 2-6% w 59
9 PORFOLK 2-6% S _B1 34
123.311
0
4.64
572.158
SEP-APR
-
2826
132.941
0
-
4.64
616,8421APR-SEP
15
-
2826
S11-12 'GOLDSBORO 0-2% 1 C i 156
133.2241
0
3.67
488.
FEB15-JUN
2826
1-12 IGOLDS 651 135.851
S1 0
S11-12 GOLDSBORO 0-2% SB 381 148.58
0
3.67
498.57
EP -APR
2826
0
3.67
545.289
APR-SEP 15
1008
S`14:�
rLEON ALL SA 21 1501
0
2.05
307.5
MAR-SEP
1008
- S14 LEON ALL SG 1� 50
0
2.05
102.5
EP-MAY
Page 2 of 9

o 7___s___7,L
o8
2
Eq N An
I SA
11
75
0
2.571
192.7�MAR-�WP
1008
S2
LEON ALL
SG
01
2.57
128.51
SEP-MAY
1008
S3-5,13
'LEON ALL
BH
3
132i
0
2.91
384.12
MAR-SEP
1008
-S3-5,13
iLEON ALL
SG
1�
50i
0
2.91
145.5
SEP-MAY
1008
S7-10
NORFOLK 2-6%
C
135�
113.4
0
3.02
342.468
FE615-JUN
1008
S7-10
'NORFOLK 2-6%
W
59
123.31
0
3.02
372.396
SEP-APR
1008
S7-1 0
�NORFOLK 2-6%
SB
34
132.94�
0
3.02
401.479
APR-SEP 15
1008
1008
S8
1- S8
!LEON ALL
IEON ALL
BH
SG
31
11
132'
01
1.9
250.81
MAR-SEP
SEP-MAY
TOTALS: 12960.7
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
CROP
C
CORN
BH
HYBRID BERMUDAGRASS-HAY
SG
SMALL GRAIN OVERSEEDED
SB
SOYBEANS
SA
SUMMER ANNUALS
IW--
WHEA-F—
UNITS
BUSHELS
TONS
AC
BUSHELS
AC
BUSHELS
LBS N/UNIT
1.25
so
50
4
110
2.4
Page 4 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TOTALS:
AMOUNT OF N PRODUCED: 12,553
'BALANCE -398
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables,
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2732.08 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or poncling occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIELD SOIL TYPE
1008 *7A, *7B, *8, *S7-10 NORFOLK 2-6%
CROP
W
SB
APPLICATION APPLICATION
RATE (in/hr) AIVIT (inches)
0.50
1008
*7T;-7
— �BB' *S7-10 NORFOLK 2-6%
*7A, *7B, *8, *S7-1-0-- INORFOLK 2-6%
-2,-3,-4,-5, -S14, -S2, -S31LEON ALL
-IT_-2,-S14,-S2 LEON ALL
13,3,4,5, S3-5,13, S8 LEON ALL
*12A, *12B GOLDSBORO 0-2%
0.50
0.50--
1008
c
1008
SG
0.65
1008
SA
0.65
1008
BH
0.65
0.50
1008
W
T—O0-8
*12A, *123
GOLDSBORO 0-2%
SB
0.50
T00-8
*12A, *12B
GOLDE�BORO 0-29%
C
0.50
2826
*10, *9
NORFOLK 2-6%
2-69%
W
0.50
2826
2826
8 2'6
r
----------kORFOLK
*10, *9
SB
0.50
0 - 50
410,"9
*11, *S1 1-12
NORFOLK 2-6%
GOLDSBORO 0-2%
C
0.50
Page 5 of 9

I --I
*11, *S1 -1-12 --TG- ).50 .1
F�826 OLDSBORO 0-2%
-1601-D�BORO 0-2% c 0.50
?826 *11, *S1 1-12
This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions,
Page 6 of 9

NARRATIVE OF OPERATION
Acreages, application windows , RYE and nitrogen coefficients are from the previous owner's
WUP dated 4-28-17 and developed by Kevin Weston.
Page 7 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS), If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the -waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv i)erennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 8 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands,
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels, pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems Page 9 of 9

NAME OF FARM: Colonel Lamb Farm 82-6
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalfshed in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1 -day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Greenwood Livestock, LLC
DATE:
SIGNATURE:.. (.0 w4i",
NAME OF MANAGER (if different from owner): 014o',W JV�41d�--
please int
SIGNATURE: DATE: -17
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(910) 3 - -1000
�3 5
SIGNATURE: DATE:
Page 11 of 9

USDA Uni( ites
Depal L sent of
Agricu;ture Sampson County, North Carolina
2
7
1
I
5
Jp
Farm 16( 3
Tract 1008
2017 Program Year
CLU Acres HEL Crop
1 10.58 UHEL
2 5.64 UHE L
3 9.82 UHH
_2 _U H—E-L
UHEL
6
7
I Ll-H E L-
Page Cropland 53.99 acres
Map Created December 28, 2016
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
C:3Tract Boundary
Wetland Determination Identifiers
0 Restricted Use
V Limited Restrictions
0 240 480
960
oil
600001:1==iMM11WOMW
Feet-1
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey orreflect actual ownership; rather it depicts the infbrmation provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs
Welland idenfifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA u-( :ates
De�_ ae"t' Sampson County, North Carolina
MM_ Agric'u'Iture
i
Farm 16� 8l
Tract 2826
2017 Program Year
CLU Acres HEL Crop
1 -10.61 UHEL
26­13 - U H _EL F
2
3
.16 LjH EL rNoncropiand
_ E - - - I—- — —
i-� Cropland in � ;1 16.74
Map Created December 28, 2016
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
[=Tract Boundary
Wetland Determination Identifiers
0 Restricted Use
0 350 700 '7 Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent legal —survey or reflect —actual o—wnership; rather it —depMs the information provided directly from the p— ducer and/or the NAIP imagery. The producer
accepts the data 'as is! and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of arro user's reliance an this data outside FSA Programs.
Wetla nd identifiers do not represent the size, shape, or specific d etermination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USRA u.-� ates
ant
Agr culture of Sampson County, North Carolina
3
Farm 20( 3
Tract 2815
2017 Program Year
r L A s HEL Crop
Cre
9 5 UHEL
.4
2� 3 08 UFIEL Noncropland
LJ 1 1, LJH1-.1 OF M[aEcC
d I �. i
Map Created December28, 2016
Base Image Layer flown in 2016
Common Land Unit
Cropland
,Non -Cropland
Tract Boundary
Welland Determination Identifiers
0 Restricted Use
0 175 350 70(r V Limited Restrictions
Exempt from Conservation
Feet Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey orreflect actual ownership; rather it depicts the information provided directly from the producerand/or the NAIP imagery. The producer
accepts the data'as island assumes all rlsks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Weiland identifiers do not represent the size, shape, or specific determination of the area. Referto your original deten-nination (CPA-026 and attached maps) for exact boundaries and determinarions or contact NRCS.
j

e)- - (.D
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minhnize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Animal body surfaces
Floor surfaces
Dirty manure-coveredanimals F-xl Dry floors
Wet manure -covered floors FXI Slotted floors
Manure collection pits o Urine
FX1 Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
F-1 Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
F] or scrape
0 Partial microbial decomposition 1XI Underfloor ventilation
Ventilation exhaust 0 Volatile gases Fan maintenance
fans F 71
0 Dust rx-1 Efficient air movement
Indoor surfaces 0 Dust F _x] Washdown between groups of animals
F71
Feed additives
F-1
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks 0 Agitation of recycled lagoon
Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys 0 Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance
AMOC —November It, 1996, page I

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations Agitation during sump tank Sump tank covers
filling and drawdown
Outside drain Agitation during wastewater Box covers
collection orjunction conveyance
boxes
End of drainpipes at 9 Agitation during wastewater Extend discharge point of pipes underneath
lagoon conve�ance jagoon liquid.level
Lagoon surfaces 0 Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing FX_1 Correct lagoon startup procedures
• Agitation Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
F] Proven biological additives
Irrigation sprinkler High pressure agitation Irrigate on dry days with little or no wind
nozzles FX I
Storage tank or basin
surface
Wind drift F I Minimum recommended operating pressure
Pump intake near lagoon liquid surface
L±j
F-1 Pump from second -stage lagoon
Partial microbial decomposition F—i Bottom or midlevel loading
• Mixing while filling F-1 Tank covers
• Agitation when emptying F—i Basin surface mats of solids
F� Proven biological additives or oxidants
AMOC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
cause
0 Partial microbial decomposition
BMPs to Minhnize Odor Site Specific Practices
Extend drainpipe outlets underneath liquid level
0 Mixing while filling
H
Remove settled solids regularly
0 A o itntinin
Manure, slurry, or
0 Agitation when spreading
F-1
Soil injection of —slurry/sludges
sludge spreader outlets
. Volatile gas emissions
Wash residual manure from spreader after i.t%�t:
Proven biological additives or oxidants
U neov red manure,
0 Volatile gas emissions while
Soil injection of slurry/sludges
slurry, or sludge on
drying
field surfaces
Soil incorporation within 48 hours
F]
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals 0 Carcass decomposition El Proper disposition of carcasses
Dead animal disposal * Carcass decomposition Complete covering of carcasses in burial pits
pits F]
Proper locationJconstruction of disposal pits
Incinerators Incomplete combustion Secondary stack b—umer-s
atanding water around
facilities
Improper drainage
Grade and landscape such that water drains away
from facilities
0 Microbial decomposition of
or anic matter
�L_ — — - —
Manure tracked onto 0 Poorly maintained access roads Farm access road maintenance
public roads from farm El
access
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application r.quipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107,1995 Conference I'L
AMOC — November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative I , 1. 1 (-'!) -. i k I I I

Source
Flush gutters
Lagoons and pits
Excessive vegetative
growth
Insect Control Checklist for Animal Operations
Cause BMPs to Control Insects
Accumulation of solids
Crusted solids
Decaying vegetation F -x]
Liquid Systems
Flush system is designed and opui-.�i� � I
sufficiently to remove accumulatcd solids froin
gutters as designed
Remove bridging of accumulated solids at
qischa�ge
Maintain lagoons, settling Wa�ms and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8- inches over more than 3 0 percent of surface
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's e Jae on impoundment's perimeter.
Dry §ystenis
Feeders Feed spillage Design, operate, and maintain feed -systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval during inter)
AMIC — November 11, 1996, page I
Site Specific Practices

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Speciric Practices
Feed storage Accumulations of feed residues
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (c.g
covered bin for brewer's grain and similar high
moisture grain products)
I -XI
Inspect for and remove or break up accutnulated
solids in filter strips around feed storage as
needed
Animal holding areas Accumulations of animal wastes
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal
I:flMaintain
fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal wastes
F]
Remove spillage on a routine basis (e.g., 7- to 10-
systems
day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handlinL areas as ne ed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC —November 11, 1996, page 2

M 11
OE
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility, The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all Pow to (he 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.
0) 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:
8) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems. or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage. put in a submersible
pump, and PL)rTIp back to lagoon,
b) If holes arc ClUsed by burrowing animals. trap or remove animals and fill holes and
compact with a clay type soil,
c) Have a professional evaluate the condilion of the side walls and Ili(: 1. it.loon bottom as
soon as poshible.
12:1 T2007

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximate,iy how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact IDGal Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4- If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b, Contractors Address: P.O. Box 866, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer etc.)
a. Name: Krai-� Westerbeek
b. Phone.- (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the claniage, repair the systern. and reassess the waste management plan to keep
problems with release of wastes from happening again.
121 17 2007

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
F-1 El 138.0200.
4 p [—I Rendering at a rendering plant licensed under G.S. 106-168.7.
FF51 -
Complete incineration according to- 02 NCAC 52C .0 102.
A composting system approved and permitted by , the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and'a Permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionibf the State Veterinarian, would ake possible
the salvage of part of a dead animal's value without endangering human or animmal 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 bedone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
e�2_" ��
Signature of Technical Specialist
3,.I�? -
Date
-3 -a-) -o,
Date

iier -Owens Bran_c_ffTin_hsWe_r
Address: PO Box 759
Rose Hill, NC 28458
Countv: Samson
UZ 0�
esignedyy_ �Kgw,
Checked By: DSE
Date: 02/25/09
Sheet 1 of 7
-AGOON DESIGN
FARM INFORMATION
Farm Pon� Llatiory
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
4896 Hd.
Farrow to weanling: ----------------- -
0
Farrow to feeder: ------- -----------
0
Farrow to finish: --------- ---------
0
Boars: --- ---------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: --------------------
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Wegular Shape?
(YIN)
------------
y
Does Operator Want Emergency Spillway?
(Y/N)
------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev: -----------------
0.00
Freeboard: ............
1,0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ..... ­_­­ ......
3
: I (H:V)
0.0
0.0
Top of Dike Elevation: --------------
Depth
55.25
Ft.
Finished Bottom Elevation: BOTTOM E
12.25 Ft.
43.00
Ft.
Start Pump Elevation: ---------------
19.68 In.
53.61
Ft.
Stop Pump Elevation: ........... ­­
49.44 In,
51.13
Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor=
71328
(Cu.Ft.)
Temporary =
232739
(Cu.Ft.)
Permanent =
660960
(Cu.Ft.)
Total Volume
965,027
(Cu.Ft.)
DESIGN VOLUMES % REQ'D.
71,341 (CuXt.) 100.02%
261,994 (Cu.Ft.) 112.57%
664,457 (Cu.Ft.) 100.53%
VWJ!13 _(CU—.Ft.) 103AUX.
112 Treatment Volume
112 Treatment Volume Elevation
90 Temporary Storage Volume Elevation
Min. Required Liner Thickness ------- ­­ --------
Lagoon Surface Area: (Inside TOD)
330,480 (Cu.Ft.)
47.66 Ft.
52.20 Ft.
Murphy -Brown, LLC Engineering P. 0, Box 856, Warsaw, NC 28398
91.10 In.
36.63 In.
1.8 Ft.
122,277 S.F.
[phone]
1

� A Desig_ne_a_Py: KBW
rower: Owens Branch Finisher
Address: PO Box 759 Checked By: DSE
'-_� I Rose Hill, NC 28458 Date: 02/25/09
County: Sampson Sheet 2 of 7
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation I FT.
Area (SF
Incr. Vol. (Cu. FT
Cumul. Vol. &U FT)
44.00
67,501
33,750
45.00
79,617
73,559
107,309
46.00
84,253
81,935
189,244
47.00
87,673
85,963
275,207
48.00
90,778
89,226
364,433
49.00
93,879
92,329
456,761
50.00
97,149
95,514
552,275
51.00
100,599
98,874
651,149
52.00
104,144
102,372
753,521
53.00
107,813
105,979
859,499
54.00
111,703
109,758
969,257
55.00
116,584
114,144
1,083,401
55.25
122,277
29,858
1,113,258
These volumes were calculated using the vertical averag
TOTAL REQDVOL__ _96-5,027
e end area method.
VOL. I ZONE VO.L. 103.40%
END PUMP = = = =
51.13
FT
664,457
CF
TR'MT
664,457
100.53%
START PUMP = =:
53.61
FT
926,461
CF
TEMP
261,994
112.67%
MAX STORAGE
54.25
FT
997,793
CF
STORM
71,341
100.02%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower, Owens Branch Finisher Designed By: KGW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 02/25/09
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal Type Capacity IF AL-W --(cu.ft71bF
___t Totaij
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
Farrow to finish
Boars
0
0
01
522
1.001
0
1.417
1.00
0
400
1.001
Total Required Treatment Volume (cu. Tt.)= tou'vou
Sludge Storage Volume,
Animal Type Capacity ALW (C01.1113) I Ole
Nursery
0
30
0.00
0
Wean to Finish
0
0.00
0
Finishing
4,896
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge
Storage Volume
(cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
,Animal i ype
-t;aDacny bto. t-enoa a.tuav) = i otai
Nursery
0
180
0.30
Wean to Finish
0
180
1.17
FIVIshin'-g
1,207,354
4,896
180
1.37
Farrow to weanling
180
4.39
0
Farrow to feeder
07 180
5.30
0
Farrow to finish
1801
14.38
Boars
-0
—1 OF
0
Total Manure Production (gals.)=
-4.66---
1,207,354
Total Manure Production (cu.ft.)=
161,411
Excess Fresh Water:
jAnimal Type —(-apacFtp— to. Pe(1od-3�.-a-y-j-----1-3—taT— A
Nursery 0 180 0.00
Wean to Finish' 180 0.00 0
Finishing
4,896
----
180
6--00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0
Farrow to finish
0
180
0.00
0
LBOars
0
180
0.00
01
Total Fresh water Excess (gais.p U
Total Fresh Water Excess (cuft)= 0
1. .. - '--- --- [phone]
Mutphy-Brown, LLC Engineering P, 0. Box 856,

Grower: Owens Branch Finisher
Address: PO Box 759
Rose Hill, NC 28458
TemyorarV Storage Volume: (Cont.)
Designed By:- KBW
Checked By: DSE
Date: 02/25109
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall I 121n./ft
Vol.= (122277 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cuft)= 71,328
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 26Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (122277 sq.ft + 0 sq.ft.) * 7.0 in, /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 71,328
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (122277 sq.ft + 0 sq.ft.) * 0.0 in. /12 1 n./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage;
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 965027 (CU.FT.)
mill-lihi-B—to wo, LLC Engin . een . ng P.O. Box B6. NC 28398
71,328 (CU.FT)
232,739 (CU,FT)
660,960 (CU.FT)

,wer: Owens Branch Finisher
.jdress: PO Box 759
Rose Hill, NC 28458
County: Sampson
LAGOON DESIGN SUMMARY
Designed By: KBW
Checked By: DSE
Date: 02/25/09
Sheet 5 of 7
Top of Dike Elevation --- ------------
Emergency Spillway Crest Elevation ------- - ----------
Top of 25Yr. 124Hr. Storm Storage -------------------
Top of "Heavy Rain" Storage -------------------
Start Pump Elevation -------------------
End Pump Elevation --------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev. ---------- ---------
Finished Bottom Elevation --------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area ---------------- I ---
Min. Liner Thickness (if required) -------------------
Freeboard Depth -------------------
Temporary Storage Period --- ...............
TOTAL DESIGN VOLUME 997793 (CU.FT.)
Zone Dogths:
Treatment / Sludge Storage Zone Depth -------------
Temporary Storage Zone Depth ----
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth ------------
LL
Fri
M
55.25 FT.
Not Al Applicable
54.25 FT,
Not Applicable
53.61 FT.
51.13 FT,
Not Applicable
0.00
43.00 FT.
Not Applicable
Not Applicable
3:1 H:V
122,277 SF
1.8 FT.
1.00 FT.
480 Days
8. 1 FT.
2.5 FT,
1.6 FT.
12.3 FT.

Grower: Owens Branch Finisher Designe KB\Vfv
Address: PO Box 759 Checke(DSE
Rose Hill, NC 28458 Date: 02125/091
County: Sampson Sheet 6 of 7
STRT PMP EL-= 53.61
ZONE ELEVATIONS
TOP OF DIKE ELEV = 55.25
TOP OF STORM ELEV = 54-25
TOP OF TEMP STORAGE ELEV = 53.61
END PNP EL. = 51.13 TOP OF TREAT ELEV = 51.13
FINISHED BOTTOM ELEV = 43.00
SHWT 0.00
Muiphy-Brown, LLC Engineering P.O. Box 856, Wamw NC 28398 [phone]

ir-,X
—Or a, M,
i F — — — — — — — — 7;; ;rsr;,�
am" mo R.0-M
-- — — — — — — — Tw OF Cfli;
------------
MP OF e Pc
TOP OF a�—PVE--
;o-,
An
GRAPHIC SCALE
200
( IN FEET )
1 inch = 100 ft.
m

4-2,
Grower: VV
iny�iGreonwoo6 Jvestoc [Designed By: �<H
Address: Checked By: DSE/CB
Elizabe"fitown, NG- 2833'� Date: 09/13/17
County: sampsorl Sheet 1 of 12
ANAEROBIC WASTE LAGOON DESIGN Ist STAGE
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling.-
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Farm Population,
-------------------
-------------------
-------------------
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------ y
Does Operator Want Emergency Spillway?
(Y/N) ------------ N
Was This Design Built Prior to 9/96?
(Y/N) ------------ y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------ N
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth:
Side Slopes: -------------------
Top of Dike Elevation: ----------------
Finished Bottom Elevation: - — -------------
Start Pump Elevation: ----------------
Stop Pump Elevation: ----------------
LAGOON VOLUME REQUIRED VOL.
Depth
9.50 Ft.
20.76 In.
20.76 In.
0
0
2488 Hd.
0
0
0
0
180 Days
7 5 In.
7.0 In.
0
0
0.00
1�0 Ft.
3 : I (H:V)
0.0
0.0
47.50 Ft.
38.00 Ft.
45.77 Ft.
45.77 Ft.
DESIGN VOLUMES % REO'D.
Storm Stor=
43682
(Cu.Ft.)
44,228
(Cu.Ft.) 101.25%
Temporary =
0
(Cu.Ft.)
0
(Cu.Ft.)
Permanent =
335880
(Cu.Ft.)
337,737
(Cu.Ft.) 100.55%
Total Volume =
379,562
(Cu.Ft.)
381,965
(Cu.Ft.) 100.63%
112 Treatment Volume = 167,940 (Cu.Ft.)
1/2 Treatment Volume Elevation 42.93 Ft.
Min. Required Liner Thickness --------------- ---
Lagoon Surface Area: (Inside TOD) -------------------
1. 6 Ft.
69,891 S. F.
Mutphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NG 28398 [phone]

Grower: Colonel
Lam - ---a-777r-eenwood Livestock, I
Designed By-: -
KBW -
Address: PO Box
535
Checked By:
DSE/CB
Elizabethtown, NC 28337
Date:
09/13/17
County: Sarnp-son
Sheet 2 of 12
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
u. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SE 1-ncr. Vol.: Cu. FT)
Cumul. Vol. (Cu. FT)
38.00
4,500
0
39.00
31,686
18,093
18,093
40.00
38,632
35,159
53,252
41.00
42,746
40,689
93,941
42.00
46,429
44,588
138,529
43.00
49,804
48,117
186,645
44.00
53,131
51,468
238,113
45.00
56,496
54,814
292,926
46.00
59,895
58,196
351,122
47.00
63,479
61,687
412,809
47.50
69,891
33,343
446,151
These volumes were calculated using the vertical average
end area method.
TOTAL REQD VOL
379,562 CF
ICUMULATIVE
VOL.
ZONE VOL.
100.63-6/-o
END PUMP = = = =
45.77 FT
337,737 CF
TR'MT
337,737
100.55%
START PUMP = =:
45.77 FT
337,737 CF
TEMP
0
MAX STORAGE =
46.50 FT
381,965 CF
STORM
44,228
101.25%]
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

1�-
GroweF.--
Address:
i2
1AVeStOCKjoesigned by: KBVV
Checked By: DSE/CB
Date: 09/13/17
Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN
2nd STAGE
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
2488 Hd,
Farrow to weanling: -------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.5 1 n.
"Heavy Rain" Factor
0
Rainfall in Excess of Evaporation -------------------
7 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
69,891 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
------------
y
Does Operator Want Emergency Spillway?
(Y/N)
------------
N
Was This Design Built Prior to 9/96?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev: -------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: ----------------
Depth
62.50
Ft.
Finished Bottom Elevation: ----------------
10.50 Ft.
42.00
Ft.
Start Pump Elevation: ----------------
30 In.
50.00
Ft.
Stop Pump Elevation: ----------------
86.4 In.
45.30
Ft.
LAGOON VOLUME REQQ1REQ VOL.
DESIGN VOLUMES
% REO'D.
Storm Stor=
Temporary
Permanent
Total Volume
80480 (Cu.Ft.) 81,303 (Cu.Ft.) 101.02%
157139 (Cu.Ft.) 215,149 (Cu.Ft.) 136.92%
0 (Cu.Ft.) 119,726 (Cu.Ft.)
237,619 (Cu.Ft.) 416,177 (Cu.Ft.) 175.14%
1 90 Temporary Storage Volume Elevation = 47.63 Ft. I
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD) -------------------
58.43 In.
1.5 Ft.
58,877 S.F,
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398
[phone]

Grower: -__-oT6-`neT-Ca­m
Address: PO Box 535
Elizabethtown,
Count�: Sampson
Checked By: DSE/CB
NC 28337 Date: 09/13/17
Sheet 4 of 12
i ACTUAL DESIGN VOLUME CALCULATIONS
I BASE VOLUME: I I Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
42.00
32,535
0
43.00
34,713
33,624
33,624
44.00
36,962
35,838
69,462
45.00
39,281
38,122
107,583
46.00
41,669
40,475
148,058
47.00
44,126
42,898
190,956
48.00
46,652
45,389
236,345
49.00
49,248
47,950
284,295
50.00
51,912
50,580
334,875
51.00
54,646
53,279
388,154
52.00
57,449
56,048
444,201
52.50
58,877
29,082
473,283
These volumes were calculated usinci the vertical averaae end area method.
TOTAL REQD VOL
556,240
CF
ICUMULATIVE
VOL.
ZONE VOL. 175.14%
END PUMP = = = =
45.30
FT
119,726 CF
TR'MT
119,726
START PUMP = =:
50.00
FT
334,875 CF
TEMP
215,149 136.92%
MAX STORAGE =
51.50
FT
416,177 CF
STORM
81,303 101.02%
Murphy -Brown, LLC Engineering P. 0. Box $56, Warsaw, NC 28398 [phone]

Grower Colonel Lamb Farm/Greenwood Livestock, LLC
Address: PO Box 535
Elizabothto-n NC 28337
County: Sampson
Designed By:
Checked By:
Date:
Sheet 5 of 12
MINIMUM REgUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storaqe:
Required Treatment Volume:
[Animal Type ---N--a—city ALW (cuftflb) -7�otal
p
INursery
0
301
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
2,488
135
1.00
335,880
Farrow to weanling
0
433
1.00
0
Farrow tofeeder
0
5L2_�
1.00
0
[Farrow to finish 0
1,4171
1.00
0
Boars 0
400 1
1.00
0,
I Otal KeqUired Treatment Volume (cu. ft.)=
Sludge Storage Volume:
335,880
En—imalType Capacity ALW (cuft/lb) �,-7ota
Nursery 0 30 0.00 0
Wean to Finish
0
115
0.00
0
Finishing
2,488
136
0.00
0
Farrow to weanlina
0
433
0.00
0
Farrow to feeder
0
522
0.00
Farrow to finish 0
1,417
0.00
0
So a r s 0
4001
0.00 1
0
I Ot&l Kequirea givage storage volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (69891 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft,
Total Required Volume for 26Yr./24Hr. Storm Event (cu.ft)z
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (69891 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
0
KBW
DSE/C13
09/13/17
43,682
Total Required Storm Storage
(25Yr. / 24H r. Storm +'Heavy Rain')= 43,682 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 336,880 (CUXT)
Murphy -Brown, LLC Engineenng
TOTAL REQUIRED 1st STAGE VOLUME = 379562 (CU.FT.)
P.O. Box 856, Warsaw
111

Grower: Colonel Lamb Farm/Greenwood Livestock, LLC
Address: PO Box 535
Elizabethtown, NC 28337
Countv: Samr)son
Temporary Stora�-e Volume:
Manure Production:
Designed By:
Checked By:
Date:
Sheet 6 of 12
FTn�imal Type — Capacity Sto. Period = Total
Nursery 0
90
0.30
0
Wean to Finish 0
90-
1.17
0
finishing 2,488
90
1.37
306,770
Farrow to weanling 0
90
4.39
0
Farrow to feeder
0
90
5.30
0
Farrow to finish
0
90
1438
0
Boars
0
90
ftt
0
i otai manure Prociuction (gais.)- 306,770
Total Manure Production (cu.ft.)= 41,012
Excess Fresh Water:
IiAnimal Type Capacity Sto. Pe-r—iod = Total
I Nursery 0
90
0.00
0
Nursery
0
90
0.00
0
Finishing
2,488
90
0.00
0
Farrow to weanling
0
90
0.00
0
Farrow to feeder
0
90
0.00
0
Farrow to finish
0�-
go
0.00
0
Boars
0
90
0.00
0
i otai Fresh water F=xcess (gals.)=
Total Fresh Water Excess (cuft)=
eering P.O. Box 856, Warsaw
0
0
KBW
DSE/CB
09/13/17
(91

Grower:
Address
Cou
Colonel Lamb Farm/Greenwood Livestock, LLC
PO Box 535
Elizabethtown, NC 28337
Sampson
Temporary Stora e _. (Cont.
Designed By:
Checked By:
Date:
Sheet 7 of 12
KBW
DSE/CB
09/13/17
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (69891 sq.ft. + 58877 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 75,115
Storm Storage: I
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area * 26Yr./24Hr Storm(in.)/l 2inJ
Vol.= (69891 sq�ftl + 58877 sq.ft. + 0 sq.ft.) * 0.0 in.
Totall Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 80,480
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1st- Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in) / 12in.
Vol.= (69891 sq.ft + 58877 sq.ft. + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) 0
(for Extended Periods of Chronic Rainfall) I
Additional Water Storage:
No Additional Water Storage is Required
0
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 80,480 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Stora� 116,127 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 196607 (CU.FT.)
W

- I
Grower:
Address:
County:
Colonel Lamb Farm/Greenwood Livestock, LLC
PO Box 535
Elizabethtown, 28337
LAGOON DESIGN SUMMARY 1st STAGE
Designed By:
Checked By:
Date:
Sheet 8 of 12
KBW
DSE/CB
09/13/17
Top of Dike Elevation -------------------
47.60
FT.
Emergency Spillway Crest Elevation -------------------
NotArApplicable
Top of 25Yr, / 24Hr. Storm Storage -------------------
46.50
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
45.77
FT.
End Pump Elevation -------------------
45.77
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
38.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.01
H:V
Lagoon Surface Area -------------------
69,891
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
TOTAL DESIGN VOLUME = 381965 (CU.FT.)
reatment / Sludge Storage Zone Depth ----------- 7.8 FT.
emporary Storage Zone Depth ----------- 0.0 FT.
reeboard / Storm Storage Zone Depth ----------- 1.7 FT.
otal Lagoon Depth ----------- 9.5 FT.
Murphy -Brown, LLC Engineering P- 0. Box 856, Warsaw

Grower:
Address
CouwY:
Colonel Lamb Farm/Greenwood Livestock, LLC
PO Box 535
Elizabethtown, NC 28337
Sampson
Designed By:
Checked By:
Date:
Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
KBW
DSE/CB
09/13/17
Top of Dike Elevation -------------------
52.50
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
51.50
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
50.00
FT.
End Pump Elevation -------------------
45.30
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev -------------------
0.00
Finished Bottom Elevation -------------------
42.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.01
H:V
Lagoon Surface Area -------------------
58,877
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 416177 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 3.3 FT.
Temporary Storage Zone Depth ----------- 4.7 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.5 FT.
Total Lagoon Depth ----------- 10.5 FT.
'5 - E-- - —
Murphy Brown, LL ngineefing
(91

Grower: Colonel Lamb Farm/Greenwood Livestock, LLC.
Address: PO Box 535
Elizabethtown, NC 28337
Countv: SaMDSon
ZONE ELEVATIONS Ist
Designe KBW
Cheeke(DSEICB
Date: 09113/17
Sheet 10 of 12
TOP OF DIKE ELEV = 47.50
TOP OF STORM ELEV = 46,50
STRT PMP EL.= 45.77 TOP OF TEMP STORAGE ELEV = 45.77
END PMP EL. = 45.77 TOP OF TREAT ELEV = 45.77 SHWT 0.00
J
FINISHED BOTTOM ELEV = 38.00
MufPhY-Brown, LLC Engineefing P.O. Box 856, Warsaw NC 28398 [phone]

Colonel Lam-b—Fa
rm) reenwood L—ive—s—
PO Box 535
Elizabethtown
SaMpson NC 28337 Designe KBW
Checke(DSE/cI3
Date: 09/13/17]'
Shept i -t F , ,
WI],
� � � � � ` � gngineefing
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.50
OF STORM ELEV=51.50
TOP OF TEMPSTO
�-����GE ELEV = 50.00
Top OF TR
SHWT ().00
= �42.0�0
FIN18HED BOTTOME LI EE I
P. 0. Bo-x--8-5-6-, -War-s-a-w-N-C-78398
( -�F -3434
910) 9-3

Grower: Colonel Lamb Farm/Greenwood Livestock, LLC
Address: PO Box 535
Elizabethtown, NC 28337
Designed Dy-. KBW
Checked By: DSE/CB
Date: 09/13/17
Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
Z s
DESIGNED:
DATE: c7l
0239 94
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
oriqinal certification of the farm.
LLC Engineering P. 0. Box 856, Warsaw NC 28398 — [phone]

OPERATION & MAINTENANCE PLAN
Amanagement should be a year-round priority, it is es all
Pool Y
y
-4c, '.evels so that you do not have problems during extended rainy and
wu periods.
X4 e oapacity should �e available in the lagoon for periods when the
Tweiving crop 11z 6armant (such as wintertime for bermudigrass) or when there are
U-Oride;! !-zd,�'Y such as the thunderstorm season in the summertime, This means
��"Sz &z the firs", '544;2s of plant growth in the later winter/early spring, irrigation according to
a f,
'm h d ne the land is dry enough to
0 1 �"= nIplan wenever
a tF be 0
0
w ' I
receive will ma� rae spa ' a, a,
"or "c "o 0' v 'a
e able in the lagoon for future wet
pe.-JiC41t 'afn �h'��", summer/�ly �e lagoon shou d be
1�_ 'a 1) to allo f f I � sto�ago vp e pumped down to the low
nla�.'ke� ee w 0�win r _ry
effort should be made to
a� to e m
r4aintai. C ose inimum liquid level as 10
ong as the weather and waste
udlization plan -w il�' Cow it.
ting until t-- le -goon has reached its maximum storage capacity before starting to
i ' gate does nc-�,ee,,,el room for storing excess water during extended wet periods.
Overflow from � ' '-,e lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and S'�:'bimt to penalty action,
The routine of a lagoon involves the, following,-
.,viL-atenanc.e of a vegetative cover for the dam,
'Fescue or common bermudagrass are the most common vegetative
cOvers" The vegeta6on should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of ferUlizer applied should be
based on a soils test, but in the event that it is not practical to obtain
So"Is test each year, the lagoon embankment and surTounding areas
L
U 7
sho ld be fertilized with 800 pounds per acre of 10- 10- 10, or
eAuivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
mese practices. This should be� done at least once a year and
possibly twice in yews that weather conditions are favorable for
heavy vegetative growth,
INOTE: ff, vege'.ation is controlled by spraying, the herbicide must not be allowed to enter
thz, lagoon wateT. Such cbernicals 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 ma�oolr rainfall and storm events, Items to be
checked should include, as a minimum, the lowing:
Waste Inlet Pipes, R�cycling Pipes, and Overflow Pipes --- look for,
r
separation of joints
Qrarks or breaks
acr.,umulaton of salts or mincrals
4, overall r=dition of pipes

surface --- look for:
Indegirable v�getativa grQwth
Zoating or lodged debris
nicment --- look for -
settlement, cracking, or "jug" holes
side slope stability --- slumps or bulges
Wet Of Clarnip arm on the back slope
erosion due to lack of vegetation or as a result of wave action
rodent damnage
)e subject to liner damage due to wave action caused by strong
can erode t1he lagoon sidewalls, thereby weakening the lagoon dam,
good &'w'd -'--getation wi',! reduce the potential damage caused by waye action, if
4'�',Ve sc,-tous damage to a lagoon sidewall, baffles in the lagoon may be
7elv'Ce tnrn -wave impacts.
of could lead to erosion and wakening of the dam, If your lagoon has
f 44. - '-i�6 .1,
0" -;—sc ""u- s. you should call an appropriate expert familiar with design and
lagoons. You may need to provide a temporary fix if there is a threat
V,-F'5t-� disr'� ;-Ug- e. However, a permanent solution should be reviewed by the
':Whnical expeTi. Any digging into a lagoon dam with heavy equipment is a serious
-417dantikdnS --,otentiaLly se�-ious consequences and should not be conduoted unlom
ex,ommmendec',,. ty `Pr. appropriate technical expert,
Pumps —Check for proper operation of:
recycling pumps
irrigation pumps
,ZyjeC' � f071 ' -
2. loose fittings, and overall pump operation, An unusually loud or grinding
a 'Aaig of vibration, may indicate. that the pump is in need or repair or
Fr
E; 'Pumnpiig zystems should be inspected and operated frequently enough so that.you
11o4 comp&,to..'N, "surphsed" by equipment failure, You should perform your pumping
system madintenance. at a time wh'em your lagoon is at its low level, This will allow some
safety time shouud 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'z A'agoon is full also, You should consider maintaining an inventory of spare
parts or pumps,
Suz-."ace water diversion features are designed to carry all surface
.-�ralnage waters (such as rainfall runoff, roof drainage, gutter outlets,
&nd parking lot runoff) away from your lagoon and other waste
trea,rnerit or storage snctures, The only water that should be
Qoming from your 'lagoon is that which comes from your flushing
k ashing) system pipts and the rainfall that hits the lagoon directly.
You should insp=t your dimsion system for the following!
I . adNuatc vcgetation
2, diversion capacity
3. ridge berm height

PTU—C.-�.- s'--.ould be corrected promptly. It is advisable to inspect your system
4M, following a heavy rain. If technical assistance is neWed to
'e cons I ith appropriate experts.
eve I Of tbo lagoon just prior to when rain is p red icted, and then
zc,zozd thz lev,.�. 4 to 6 hours after the rain (assumes there is no pumpin?), This will
I -
give you an :�fhcw much your lagoon level will rise, with a Certai
I 1 9 arn n
n ran a I ou t
QC'"' 4-414St iAR -.-a-cording you'r rainfall for this to work). Knowing this should help in
plarvdnZ q-�-.,plications and storage. If your lagoon rises excessively, you may
Zn in
flOV, from a surface water diversion or there may be &eepage into the
lagoon from t�i su'—.Ounding land,
lagoon Oper�:.',-.-.-),-,
Startup,t
%'�iately afteAr Construction establish a complete sod cover on bare soil
to avoid orosion,
2. lagoon design treatment volume at least half full of water before
Zoading begins, taking care not to erode lining or bank slopes.
into the 11agoon should have a flexible pipe extender on the
Q-, che pipe to discharge near the bottom of the lagoon during initial
Cr another means of slowing the incoming water to avoid erosion of
�'2 P 'ble. begin loading new lagoons in the spring to maximize
Oss-
establishment (due to warmer weather).
--mmendied that a new lagoon be seeded with sludge from a healthy
'YC..k,.,g swine Azgoon in the amount of 0.25 percent of the full lagoon
volume, This seeding should occour at least two weeks prior to the
-df,"'on of wastewater.
a periodic check on the lagoon liquid pH. If the pH falls below
I.n. add agricultural lime at the rate of I pound per 1000 cubic feet of
.ajrgoorl liquid volurne until the pH rises above 7.0. Optimum lagoon liquid
;s be ween 7.5 and 8.0,
et
d-axk color, lack of bubbling, and excessive odor signals inadequate
6ioiogical activity, Consultation with a technic s lalist is recommended
a] pec
h ns occur for prolonged periods, especW]y during the warm
se conditilo
71he more freql..ently and regularly that wastewater is added to a lagoon, the better the
lagoon will fu -Ation. Flush systtms that wash waste into the lagoon several times daily are
aotimum for Pit r=harg� systerns, in which one or more buildings are drained
vid recharged :='h day, &IsQ work w6l,

oonServation---minimize buildinS water Wsage and
_aP ffOM :Ca?,Ing waterers, broken pipes &nd washdown through
MzMt -aoce and water conservation,
-,;�astage and spillage b� keeping feeders adjusted. Ms
,-z&,CZ t�e amount of solids entering the lagoon
.1­2�n��n lagoor. liquid level between the permanent storage level and
,-a-V st rage level.
I , M
A
Isible maAers or stakes on the lagoon bank to show the
um
liquid level and the maximum liquid lever (Figure 2-1),
trtgati,*ng a., the ewliest possible date in the spring based on
reqUk-ements and soil moisture so that temporary storage
X "!.-axlmized for the summer thunderstorm season, Similarly,
T_-,,vn5 in the iate summer/early fall to provide maximum lagoon
I- - the W�nter.
�Fe fo.
11 liclufd, level Should never be closer than I foot to the lowest
cAfthic da-m or eMbankrnent,
7
ni�,t pump the lagoon liquid level lower that the Permanent storage
A
you a:e removing sludge,
ficatpump intakes approximately 18 inches underneath the liquid
ar d as fa.- away from the drainpipe inlets as possible.
7 �Nv = additions of bedding materials, long-stemmed forage or vegetation,
AAL A .
feed. P^aStjC syringe$, or other foreign materWs into the lagoon.
% . V -..dy rernove solids from catch basins at end of confinement houses or
'!­--�ver "hey are installed,
L
Lain strict vegetation, rodent, and varmint control near lagoon e4ges.
D­_ -,ct allow trees or large bushes to grow on lagoon dam or embankment.
sludge from the lagoon either when the sludge storage capacity is
��r before i" flills 50 percent of the permanent storage volume,
3�11:-&I -oroduc�on is to be terminated, the owner is responsible for
ind implementing a closure plan to eliminate the possibility of a
dischazge,
sl'�udge RemDvil'
Rate- of !Agac­_- buildup c2un be reduced by:

separation of flushed w&stg,
Al an ri e ed basin, or
111,4 Of " ushed waste solids in approp at ly d sign
w�
7 1 &stage and spillage.
t1Z 'Q� 0,211.
.�� 71IM-Oved Linually rather than stored long term will:
:701' 4v.*4 to properly use the nutrients.
UUCP Pv'A lagoon liquid with a choppeer-agitator impeller
­,Tcu *arge-bore sprinkler irrigation system onto nearby cropland;
gh
par, of ]agoon by irrigation onto nearby cropland or
61wd9c; pump into liquid sludge applicator; haul
�4
id or forageland; and soir incorporate.
�ar tne upper part of lagoon by irrigation onto nearby cropland or
drxg
P sludge from lagoon with dragline or sludge barge; berm
oes::.de to receive the sludge so that liquids can drain back
7-�,on - sludge to dewater; haul and spread with manure spreader
:'I p and or torageland; and soil incorporate,
you -nust, have the sludge material analyzed for waste
WO"d yo',r lagoon water, The sludge will contain different
;a,.:as frcm �he 'liquid. The application of the sludge to fields will be
—Its as we'l as any previous waste applications to that field and crop
ratess will be discussed in detail in Chapter 3,
You m, tat Lso pay attcnbon to tho lincr to prevent damage. Close
" or
t'- - ne operator will ensure that the lagoon liner remains
VQ'�' '­q, 7" n; aterlai or the synthetic liner material being disturbed, you should
'iateiv and not resume until you are sure that the sludge can be
-z &he liner is damazod it must be renaired as soon as
. w7'_ L -'r "n e "
rr:.mcwrT aag-c-cr, has a much higher phosphorus and heavy metal content
41 1
the-m Equid.. af th'i's it shoWd probably be applied to land with low phosphorus
�Z­ A­��ta� 1cated by a soil test, and inoo
rporated to reduce the chance of
�'y ­ie sludge s applied to fields with very high soil -test phosphores, it
;_^�rates =�ad to the crop removal of phosphorus. As with other
Wastes, aiways -,ave your lagoon sludge analyzed for its nutrient value.
The applLcatiork o'.` s` udge will r.crease the amount of odor at the waste application site.
Extra Precaution be used to observe the wind direction and other Condi6ons which
could "AcAr5ast , , i7 clon%oem of neighbors.

�jure
of planned discharge Of wastewater from the structure, Types
ge Z�--OLgh'
d.am. Assum,", the bottom or sides, overtopping, and breach of the
cnsuzn auld wnstruction, the owner has the responsibility for
.g itemns which may lead to lagoon failures include:
cation Q'f� - lagoon structure --- an example is the Placement of a pipe
dam W;A�W'-Out proper design and construction. (Consult an expert in
-P-zQX' design before placing any pipes in dams,)
'evel,"high levels are a safety risk,
Ispect and maintain the dam,
Su7ftce water flowing into the lagoon.
e v"v---"rOtect from inlet Pipe scouring, damage during sludge
01-
lowering lagoon liquid level below groundwater
NOTB:
"I'0we4 to QYertop the dam, the movin ater will s
dam. 01ICe, this damage starts, it can quickl
8WHeS M -f0T a- 2 w oon cau
'weatewater -,- -'Ossible darn failure, cause a large discharge

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Nis
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 necessaty corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0062
2. Facility Name: Blyan King Farms
3. Landowner's Name (same as on the Waste Management Plan)
4. Landowner's Mailing Address: 5012 Rowan Rd
City: Turkey State:
Telephone Number: 910-590-6215 Ext. E-mail:
5. Facility's Physical Address: 2500 Rowanrd
City: Clinton State:
6. County where Facility is located: Smpson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (ifthere is not an Integrator, write "None"):
10. Operator Name (OIC): BKyan D. King
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Ooeration Tyves:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certificate Of Coverage Number: AWS820062
Bryan D King
NC Zip: 28393
NC Zip; 28328
MWhv-Brown LLC
Phone No.: 910-590-6215 OIC #: 17849
Allowable Count
9,792
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Pouitr3
Non Laying Pullet
Layers

ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
t9todeir
NOR VH CAROLINA
EnvironmentatQuality
February 27, 2019
Bryan D King
Bryan King FarTns
5012 Rowan Rd
Turkey, NC 28393
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Yom­ LnCili v iq oil ren Iv a nr vt-.d for rineration under one of flie Animal Waste Operation State Non -Discharge General Permits -
lit ', is cur-ent-, -p,-o,-- ___ -, I -
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq,nc.i-,ov/about/divisions/water-resources/water7qualit-,,-revional-operations/af-Q 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 �our continued coverUe under the State Non -Discharge General Permits. vou must submit an awflication for
permit covera6e to the Division. Enclosed wu will find a "Reguest for Certificate of Coverkee Facilit� Currcutl� Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, shmed and returned by ADAH-3, 2019.
Please note that �ou must include one 11) com of the Certified Animal Waste Mana2ement Plan (CAWMP) with the
igmi2leted and signed apinlication 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 feet
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A t�tl �'
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fgetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820062
Murnh,,,-BroNvn LLC
Not -Cana raDepa-tfrsrt,3fErvr:-rrer1a 4;-a t5 I :)VsDrofWatvRaso�Tres
51.2 K Sa sbLr, St- 1 :1686 Va Sem �e :erter I Rs e g � Nznk ':wo �a.276M�iSSS
Si9.7:�7 S:: 7,:)

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
02
1 -W-
)6)(
953,792.00
107,463.00
19.00
-7 q -3
120,487.00
24.00
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) tothe address below.
The CAWMP must include the following components:
1. The most rece Waste Utilization Plan (WUP), signed b,6 the owner and a certified technical siiecialist, 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: iff igation 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 MrUP
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 CAWN.lP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
APR � F 70T
watwomw
Rtigunal 004�lduul— ��"

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 143-215.613, 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.) q
Printed Name of. Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signdture should be by a principal executive officer of the corporation):
Name: AIX1,11 jl� �,4 Title: ef V­__
Signature: /'e. Date: Z/'
U
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal Ca, ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented. -.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial,must be at least 300 feet from any flowing stream or public body of water
(G.S. 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at,municipal solid waste facility permitted by NC, DEQ under GS 15A NCAC
El D 13B .0200.
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-
E] El sumer Services Veterinary Division (attach copy of permit).i If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the caseof 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 N.C. 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,1he.State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
nager
alist
Date
P - bat'e I

Af-t tiW106(f,0"iAe� 640t 'i n-tv &�tjr f errA-i
(91�1 -102-)
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Bryan King Fwms
Bryan JUng
5012,Rowan Road
Turkey, NC 283-93
[phone]
10-27-2014
This plan has been developed by:
Greer Moore
Clear Bun Farms Constilting Services
PO Box 338
H�ri
1 171 , NC 28444
0
5-6456
-�t yyo�
DcveloW Signaturd
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 &rm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
V
SignaM4;(o I)AC
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resourep Conservation Service or the standard of practices
adopted by the Soil and Watjk/Conservation Commission.
Plan Approved By:
------------------------------------------------------------
Preview Database Version 3.1
Signature 6ate
-------------- ---------------- ------------------------------ ------------------
Date Printed: 10-27-2014 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
Mowing source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Fe-eder-Finish Lagoon Liquid waste generated 9,077,184 gals/year by a 9,792
animal Swine Finishing Lagoon Liquid operation- This production facility has waste
morage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
20907
Incorporated
35905
Injected
39541
Irrigated
22725
Max- Avail-
PAN (lbs) *
Actual PAN
Applied Qbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
22,725
26737
-4,012
10,679,655
-1,
, izElr,
��R 0 5 Z019
I lot Ooradolla 38600
-- - --------- ---------- --------------- ----------
1�6ii� ------- lbi-S-O-Uice - jb, - §means source, :U- means user -di&6d source -----------------------------------------------------
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
Preview Database Version 3-1 Date Printed: 10-27-2014 Source Page I of I

Narrative
Producer has option of planting com as a rotation on the fields listed in this plan for row crops.
Com (application window is 2/15 - 6/30), rates are as follows:
Norfolk (13 1 Ibs. N/acre)
Blanton (70 Ibs. N / acre)
Lynn Haven (80 lbs. N / acre)
Wagram (90 lbs. N / acre)
Johns (130 lbs. N / acre)
------------- - ------------------- ---------------------------------------------------------- ------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 10-27-2014 Narrative Page 1 of I

The table shown below provides a summary ofthe 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
ToW
Useabk
wachiqg
7
Tract
Field
Acres
Acres
index (u) Soil Series
Crop Sequence
;4
BK
1
6-96
6-86
N/A
BLviton
Whc4 Grain
345 bl.
Soybeans, Manured, Full Season
25 bu.
BK
10
3.63
3.63
N/A
Wagrarn
Small Grain Overseed
1 .0 Tons
Hybrid Bermudagrass Pasture
5-5 Tons
HK
11
3-39
339
N/A
Wagrarn
SmaB Grain Overseed
1.0 Tons,
Hybirid Bennudagrass p&Mue
5.5 Tons
BK
12
3.531
3-53
N/A
Sma Grain Overseed
1.0 Tons -
Hybrid Eamn6grm Pasture
5.5 Tons
BK
13
2.64
2-.
NIA
SmaU Grain Ovenced
1.0 Tons
IHybrid
Berinudegrass Pasture
5.5 Tons
BK
14
2 A
2
2.1
N/A
lwagratn
Small Grain Overseed
1.0 Tons
II
Hybrid Bennudagrass Pasture
5.5 Tons
BK
15
4.621
4-62
N/A
Wayrarn
Smafl Grain Ovaseed -
1.0 Tons
IHybrid
Bennudagrass PMM
5.5 Tons
BK
16
3-74
3.70
N/A
SrnaU Grain Overseed
1 -0 Tons
I
Hybrid 2=udagass Pat.
5.5 Tons
BK
17
1-63
1.63
MA
SrnaU Grain Overseed
1.0 Tons
Hybrid Bennudagrm Pasture
4.5 Tons
BK
18
2-04
2-04
NIA
Lynn 11wen
!1% Grain
55 bu.
Soybeans, Mamurd� Fufl Season
46 bu.,
BK
19
0-90
0.80
N/A
Lynn Haven
Wheat, Grain
35 bu.
Soybean-% Manured� FuU Season
26 bu.
IEIK
I
2
6.01
6.05
MA
Blanton
Whcat; Grain
35 bu.
I
Sofflmans, Manured, FuR Season
25 bm
RK
24D
54
5-08
WA
Lvnn-Haven
Wheat, Grain
55 bu-
-
Soybeans Mmwre(L Fuff Season
46 bu.
BK
21
4-16
4.16
N/A
1hrven
Wheat, Grain
55 bltuL-
Soybeans Manumd, Full Season
46 bu.
RK
22
4-561
4-56
N/A
Wagram
Small Grain Overseed
1.0 Tons
Pasture
5-5 Tons
BK
23
5.08
5.09,
NIA
Wagram
i;maU Grain Ovcrswd
1.0 TORSI
Preview
Database Version 3.1
Date Printed 10f2W2014
NOTE: Symbol * means user entered
data.
PCs Page I of 3

Plamed Crops Summary
Tract
Field
Total Useable Leaching
Acres I Acfm I hl&x (U)
1
SO Series
Crop Sequence
RYE
Hybrid Bermudagrass Pasture
5-5 Tons
BK
24
3-40
3.40
N/A
Wagunn
Whcat Grain
40 bu-:
Soybeans M=wvd, FuH Season
28 bu.
BK
25
3.41
343
NIA
Wag
Wheat Grain
40 bu.
Soybeans, Marturied, FuH Season
28 biLl
BK
26
1.07
1.07
NIA
Wngram
Wheat� Grain
40 bu.
Soybeans, Maxnxred� Full Season
28 bu.
BK
27
1.95
1.95
N[A
Johm,
Wheat Grain
55 bu.
I
Soybeans� Mmured, FuH Season
45 btL
BK
28
4.15
4.15
MA
bohns
Wheat; Grain
55 bu.
I%ybews,
Mwxared, FWl Season
45 bu.
BK
29
2.07
2.07
MA
lJohns
Wheat, Grain
55 bu.1
ISoybeans,
Manured, FuH Season
145 bu.
13K
3
3-631
3.63
NIA
IBIanton
Wheat Grain
35 bu.
ISoybeans,
ManmiA Full Sea%=
25 bu.
BK
30
1�921
1.92
MA
-1-hus
Whea� Grain
55 bu.1
ISoybeans,
Manured, Full Season
45 bu.1
BK
31
23A
2.501 .
N/A
NoffIlk
Wheat Grain
60 bu.
Soybeans, MMM4 Full Season
42 bu.
DK
32
3-52
3.52
NIA
Norfolk
Wheat Grain
60 bu.
Soybeans Manured, Full Season
.42 bu.
BK
33
2-491
2-49
NIA
botbw
Wheat, Grain
55 bu.
Soybeans, M2nwed, FuH Season
45 bu.
BK
34
3-29
3-29
NIA
Johns
Wheat Grain
55 bu.
BK
4
4-011
4-01
VA
JBIanton
Soybearis Mmuued, Full Season
WheaL Grain
45 bu.
35 bu.
Soybeans, Manured, Full Season
25 bu,
BK
5
6.05
6.05
NIA
Blanton
WhcaL Grain
35 biL
Soybeans Manured, Full Season
25 bu.
BK
6
6-0.51
6.05
WA
BI.I.
Wheat, Grain
35 bu.
ISoybeans�
Manwvd, FuH Season
bu.
BK
7
5-271
5.2-1
MA
Blanton
Whe,* Grain
125
3S bu.
I
I
Soyb=L% Manured, FuR Scam
25 bu.
BK
8
2AII
2AI
NIA
JBIanton
Wheat Grain
35bu.1
II
I
I
Soybeans� Manured, FuH Season
1 25 bu.1
Preview Database Version 3.1 Date Printed lOf27/2014
PCS Page 2 of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Total Useablee Leachffig
Trd:d:FFieIjd Acres I Acres index (Lo
BK 9 5.491 5.49 =A
PLAN TOTALS: 122-63 122-63
Soil Series Crop Sequence
SmaU Gram Overseed
Hybrid Bermudagass Pastore
Preview Database Version 3.1 Date Printed 10/27/2014
NOTE: Symbol * means user entered data- PCS Page 3 of 3
RYE
1.0 To
5.5 To

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 of the crops to be grown, their nutrient requirements,
and proper timi ng 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 thatwill 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 I
Source
Tract Field ID I Soil $cries
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nircgen
PA
Nutrient
Req'd
Obs/A)
Comm
Fert.
Nutrient
Applied
Obs/A)
Res,
(lbs/A)
Applic,
Metivd
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManurcA
pplied
(aere)
Solid
Manure
Applied
(acre)
Liquid
Moure
Applied
(F ie Id)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
BK I S7 Blanton
6.861
6,86
Wheat, Grain
35 bu,
9/14/30
78
0
20
Iff ig.
58
23.171
0.00
158. 93
BK I S7 Blanton
6.86
6.86.Soyboans,
Manured, Full Season
25 bu.
411-9115
99
0
0
Irrig.
99
39.55
0.00
271.28
0.00
BK 10 S7 Wagram
3.63
3,63
Small Grain Oversced
1,0 Tons
10/1-3/31
so
0
0
Irrig,
50
19.97
0.00
72.50
0,04
.
BK 10 S7 Wagram
3.63
3.63
Hybrid Bermudegrass Pasture
5.5 Tons.
3/1-9/30
202
0
0
Irrig.
202
$0,69
0.00
292.89
0100
BK I I S7 Wagram
3.391
3,39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig,
50
19.97
0.00
67.71
0.00
BK I I S7 Wagram
3,39
3,39
Hybrid Bennudagrass Pasture
5.5 Tons
3/1-9130
202
0
0
Iff ig.
202
80.69
0,001
273,53
0.00
BK 12 S7 Wagrarn
3.53
3.53
Small Grain Overseed
LO Tons
10/1-3/31
-50
0
0
hTig.
50
19.97
0.00
70.50
0.001
BK 12 S7 Wagram
3,531
3.53
Hybrid Bermudagms Pasture
5.5 Tons
1 311-9130
202
0
0
Inig,
202
80.69
0.00
284.83
0�00
BK 13 S7 Wagram
2,60
2.60
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig,
50
19.97
0.00
51.93
0.00
BK 13 S7 Wagrarn
2.60
2.60
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
$0,69
0.00
209,79
0.00
BK 14 S7 Wagrarn
2.20
. 2.20
Small Orain Overseed
1.0 Tons
10/1-3/31
so
0
0
Irrig,
50
19.97
0,00
43,94
0.04
BK 14 S7 Wagram.
2.20
2.20
Hybrid Bormudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig,
202
80,69
0. 00
177.51
0,04
BK 15 S7 Wagram
4.62'
4.62
Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig,
501
19.97
0.00
92.27
0.00
EIK 15 S7 Wagram
4.62
4.62
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Wig,
202
80,69
0.00
372.77
0.00
16 S7 Wagrarn
3.70
3.70
Small Grain Overseed
1.0 Tons
10/1-3/31
so
0
0
Irrig.
50
19.97
0.00,
73.90�
UQ
16 S7 �agram
3.70
3.70
Hybrid Bermudagrass Pasture _L5.5
Tons
F3/1-9/30
202
0-
0 1
Irrig,
202
80.691
0,001
298.541
0.001
860333 Database Version 3.1 Date Printed: 10/27/2014 WUT Page I of 4

Waste
Tract
UtiliZation
Field
17
'Fable
Source
ID I
S7
Soil Series
Wagram
Wagram
Lynn Haven
BK
BK
17
S7
BK
18
S7
BK
18
S7
Lynn Haven
Lynn Haven
Lynn Haven
Blanton
Blanton
Lynn Haven
Lynn Haven
Lynn Haven
Lynn Haven
Wagrarn
Wagrain
Wagram
Wagram
Wagram
Wagram
Wagram
Wagram
Wagtatn
Wagram
BK
19
S7
BK
19
S7
BK
BK
2
2
S7
S7
BK
20
S7
BK
20
S7
BK
21
S7
BK
21
BK
__S7
22
S7
BK
22
S7
3K
BK
23
23
S7
S7
BK
24
S7
SK
24
S7
BK
BK
BK
25
25
26
S7
S7
S7
26
S7
Year I
Applic.
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm,
Fort.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Manure
PA
Nutrient
AppRed
(lbs/A)
Applic,
Liquid Solid Liquid Solid
ManureA Manure Manure Manure,
pplied Applied Applied Applied
(acre) (acre) (Field) (F le ld)
1000
Total
Use.
Crop RYE
Period
N
N
N
Method N
SsUA I Tons 1000gals tons
Acres
Acres
1,63
1.63
Small Grain Overseed 1.0 Tons
1011-3/31
50
0
0
Irrig. 50
19,971 0100 32,55 0.00
1.63
1,63
Hybrid Bermudagrags Pasture 4.$ Tons
3/1-9/30
ISO
0 1
0
Irrig. 150
59,92 0,00, 97. 0.00
2.04
2.04.Whoat,
Grain - 55 bu,
9/1-4/30
106
0
20
Irris, 86.
34.35 0.00 70.08, 0.00
2.04
2.04
_ Soybeans, Manured, full Season 46 bu,
4/1-9/15
178
0
0
Irrig. 178
71.10 0.00 145.05 0.001
0.80
0.80
Wheat, Grain 3$ bu,
9/1-4/30 1
73
0
20
Itrig, 53
21.17 0,00 16,94 0,00
0,80
0.80
Soybeans, Manurcd, Full Season 26 bu.
4/1-9/15
102
0
0
wo. 102
40.741 0.00 32,59 0,00
6.05
6.05
Wheat, Grain 35 bu.
9/1-4/30
78
0
20
Irrig. 58
23.171 0.00 140.16 0.00
6.05,
6.05
Soybeans, Manared, Full Season 25 bu.
4/1-9/15
99
0
0
Irrig. 99
39.551 0.00 239.25 0.00
5.081
5.08
fteat, Grain 55 bu.
9/14/30
106
0
20
Irrig. 86
34,351 0.00 174.51 0.00
51081
5,08
Soybeans, Manured, Full Season 46 bu,
4/1-9/15
178
0
0
Ird$, 178
71.101 0,00 361.191 0.00
4.161
4.16
Wheat, Grain 55 bu.
9/1-4130
106
0
20
Iff ig. 86
34.351 0,00 142.901 0.06
4.161
4.16
Soybeans, Manured, Full Season 46 bu. -
4/1-9/15
178
0
0
Irrig. 178
71.101 0.00 295.78 0,00
4,561
4.56
Small Grain Overseed LO Tons
10/1-3/31
50
0
0
Irrig. 50
19,971 0.00 91.07 0100
4,56
4.56
Hybrid Bermudagrass Pasture 5,5 Tons
3/1-9/30
202
0
0
Iffig. 202
$0,691 0.00 367.93 0,001
5,081
5.08
Small Grain Overseed 1.0 Tons
10/1�3/31
50
0
0
Irris, so
19,971 0.00 101.46 0.00
5.081
5.08
Hybrid Bormudagrass Pasture 5.5 Tons
311-9/30
202
0
0
Irris. 202
80.691 0.00 409.89 0.00
3,40
3.40
Wheat, Grain 40 bu.
9/1-4/30
93
0
20
Irris, 73
29.161 0,00 99.14 0100
3.40
3.40
Soybeans, Manured, Full Season 28 bu.
4/1-9/15
111
0
0
Irrig, 111
44.341 0.00 150.75 0.00
3.431
3.43
Wheat, Grain 40 bu.
9/1-4/30
93
0
20
Iff IS. 73
29.16, 0.001 100,02 0100
3.431
3,43
Soybeans, Manured, Full Season 28 bu.
4/1-9/15
111
0
0
Irrig. 1111
44.34 0,00 152,08 0.00!
1.071
1.07
Wheat Grain 40 bu.
9/1-4/30
93
0.
20
Irrig. 73
29.16 0.00 31,201 0.00
1.07
1.071Soybeans,
Manured, Full Season 28 bu.
411-9115
ill
0
0
Iffig. ill
44.34, 0.001 47.441 0.00
860333 Database Version 3.1 Date Printed: 10/27/2014 WUT Page 2 of 4

Waste Utilization Table
Venr I
Source
Tract Field ID I Sol] Series
Total
Acres
Use.
, Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrietit
Req'd
(Ibs/A)
Comm.
Fert,
Nutrient
Applied
(lbs/A)
Res.
Qbs/A)
Applic,
method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManuteA
pplied
(am)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure-
Applied
(F b ld)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons I
BK 27 S7 Johns
1.951
1.95
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
Irrig,
86
34.35
0.00
66,99
0.00
BK 27 S7 Johns
1.95
1,95
Soybeans, Manured, Full Season
45 bu,
411-9115
174
0
0
Irrig,
174
69.50
0.00
135.53
0.00
BK 28 97 Johns
4.15
4.15
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
Irrig,
1 96
34.35
0.00
142.56
0.00
BK 28 S7 Johns
4.151
4. 15
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
174
0
0
Irrig,
174
69.501
0.00
289.44
0.001
BK 29 S7 Johns
2.07
2.07
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
Irrig,
86
34.35
0,0�
71.11
0.00
BK 29 S7 Johns
2.07
2.07
Soybeans, Manuted, Full Season
45 bu,
4/1-9/15
174
0
0
Irrig,
174
69,50
0.001
143.87
0.00
BK 3 S7 Blanton
3.63
3,63
Wheat, Grain
35 bu.
9/1-4/30
78
0
20
Irrig.
58
23.17
0.00
84.10
0.00
BK 3 S7 Blanton
3.63
3.63
Soybeans, Manured, Full Season
25 bu,
4/1-9/15
99
0
0
Irrig,
99
39.55
0.00
143.55
0.001
BK 30 S7 Johns
1.92
1.92
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
Irrig.
86
34.35
0.001
65.96
0,001
BK 30 S7 Johns
1,92
1.92-Soybeens,
Manured, Full Season
45 bu,
4/1-9/15
174
0
0
Irrig,
174
69.50
0.00
133,45
0,00
BK 31 S7 Norfolk
2.50
2,50
Wheat, Grain
60 bu.
9/1-4/30
12$
0
20
Irrig.
105
41,94
0.00
104.85
0.00
BK 31 S7 14orfolk
2.50
2,50
Soybeans, Manured, Full Season
42 bu,
411-9/15
164
0
0
Irrig,
164
65.5.1
0.00
163.77
0.00
BK 32 87 14orfolk
3.52
3.52
Wheat, Grain
60 bu.
9/1-4/30
125
0
20
Irrig.
105
41.94
0.00
147.63
0.00,
BK 32 S7 4orfolk
3.52
3,52
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
164
0
0
Iffig.
164
65.511
0.00
230.59
0.00
BK 33 S7 Johns
2.49
2.49
Wheat, Grain
55 bu.
9/14/30
106
0
20
Irrig.
86
34.35
0.00�
85.54
0.00
BK 33 S7 Johns
2.49
2.49
Soybeans, Manured, Full Season
45 bu,
4/1-9/15
174
0
0
Irrig.
174
69.50
0.00
173.06,
0.00
BK 34 S7 Johns
3.29
3.29
Wheat, Grain
55 bu.
9/1-4/30
106
0
20
Irrig.
86
34.35
0,00
113.02
0.00
OK 34 S7 Johns
3.29
3,29
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
174
0
0
Irrig.
174
69,501
0.00
228.66
0.00
BK 4 S7 Blanton
4.01
4.01 -Wheat,
Grain
35 bu.
9/1-4/30
78
0
20
Irrig,
58
23.17
0.00
92.90
0.00
BK 4 S7 Planton
4.01
4.01
Soybeans, Manured, Full Season
25 bu,
4/1-9/15
99
0
0
Irrig,
99
39,55
0.00
158.57
0.00
BK 5 S7 Blanton
605
6.05
Wheat, Grain
35 bu,
911-4/30
78
0
20
Irrig.
58
23.17
0.00
140.16
0.00,
13K 5 1 S7 Blanton
6.05
6.05
Soybeans, Manured, Full Season
25 bu. 1
4/1-9/15
99
0
0
lrrLg._.�
99739,551
0.001
239.25
01
860333 Database Version. 3.1 Date Printed: 10/27/2014 WUT Page 3 of 4

Waste'UtIlization Table
Year 1
Tmet
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Niv%cn
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A%
Res,
Obs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(F ie 1d)
solid
Manure
Applied
(Fleld)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
BK
6
S7
Blanton
6.05
6,05
Wheat, Grain
35 bu.
9/1-4/30
78
0
20
Irrig,
58
23.17
0.00
140.16
0.00
SK
6
S7
Blanton
6.05
6.05
Soybeans, Manured, Full Season
2$ bu.
4/1-9/15
99
0
0
1"is.
99
$9.55
0.00
239.25
0.00
BK
7
S7
Blanton
5.27
$27
Wheat, Grain
35 bu.
9/1-4/30
78
0
20
Irrig.
58,
23,17
0.001
i22.09
0,00
BK
7
S7
Blanton
5,271
5.27
Soybeans, Manuted, Full Season
25 bu,
4/1-9/15
99
0
0
Irrig.
99
39.55
0.00
208.40
0.00
BK
8
S7
Blanton
2,41
2.41
Wheat, Grain
35 bu.
9/1-4/30
78
0
20
Irrig.
58
23.17
0.00
55.83
0,00
BK
8
S7
Blanton
2.41
2.41
Soybeans, Manured, Full Season
25 bu,
411-9/15
99
0
0
Irrig.
99
39.55
0,001
95,30
O.DO-
BK
9
S7 lWagram
5.49
5.49
Small Grain Overseed
LO Tons
10/1-3/31
so
0
0
Irrig.
50
19.97
0.00
109.65
0.04
BK
9
S7- ]Wagram
1
5.491
5.49
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9130
202
0
0
Irrig.
202
80.69
0,00
442.97
0.00
Total Applied,
1000 gallons
10,679.66
Total Produced, 1000 gallons
9,077,185
!""`��gsl
11 IN
Balance, 1000 gallons
-1,602.47'�.-
Total Applied, tons
Total Produced, tons
Balan , tonsL
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
860333 Database Version 3.1 Date Printed: 10/27/2014 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infilh-ation rate varies
with soils. If applying waste nutrients through an irrigation systena, 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-
Iffigation Application Factors
Ct
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amomt
(inches)
BK
i
I
Blanton
0.75
1-0
K
10
Wagram
0.60
1.0
BK
11
Wagram
O�60
1.0
BK
12
Wagrarn
0.60
1.0
BK
13
Wagrarn
0.60
1.0
BK
14
Wagram
0.60
1.0
BK
15
Wagram
0.60
1.0
BK
16
Wagram
0.60
1.0
BK
17
Wagrain
0.60
1.0
BK
18
LynnHaven
0.65
1.0
BK
19
Lynn Haven
0.65
1.0
BK
2
Blanton
0-75
1.0
BK
20
LynnHaven
0.65
1.0
BK
21
Lynn Haven
0.65
1.0
BK
22
Wagrarn
0-60
1.0
BK
23
Wagrain
0.60
1.0
BK
24
Wagrarn
0.60
1.0
BK
25
Wagram
0-60
1.0
BK
26
Wagrarn
0.60
1.0
BK
27
Johns
0-50
1.0
BK
28
Johns
0.50
1.0
BK
29
Johns
0.50
1.0
BK
3
Blanton
0.75
1.0
BK
30
Johns
0.50
1.0
BK
31
Norfolk
0.50
1.0
BK
32
N orfolk
0.50
1.0
BK
33
Johns
0.50
1.0
BK
34
Johns
0.50
1-0
BK
4
Blanton
0.7
1-0
BK
5
-Blanton
0.75
1.0
BK
6
Blanton
0.75
1.0
BK
7
1131antan
0.75
1.0
860333 Database Version 3.1 Date Printed 10/2W2014 1AF Page I of 2
NOTF- 1.9vmhol * means user entered data.

Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
Cmchesftur)
Appkation Amowt
(inches)
BK
8
Blanton
0.75
1.0
BIC
9
Wagram
0.60
1.0
860333 Database Version 3.1 Date Printed W27/2014 IAF Page 2 of 2
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the 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 of the facility. If the 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 accurnulated.
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.
* Available Storage Capacity is calculated as of the end of each month.
---------------------------------------------------------------------------------------------------------------- ---------------------------------------------
860333 Database Version 3.1 Date Printed- 10-27-2014 Capacity Page I of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates am 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 ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronornic rates. In most case% 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 carefidly applied.
Sites mugt 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 vexy high phosphorous levels may also
be a concern.
Lagoon Sludge Mitrogen Utilization Table
crop
Maximum
PA-N Rate
lblac
Maximmn Sludge
Application Rate
1000 gallac
Mfiiinuin Acres
5 Years Accumulation
MiniinumAcres
10 Yews Accumulation
7
Minfinum Acres
15 Years Accuinulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
1501
13.16
122.76
245.51
36827
Way6tonRX-E.
300
2632
61.38
122.76
194.13
1 Sybew 40 bu
160
1 14.04
115.08
230.17,
345.25
--- ------------------------------------------------------------------------------------------------------------------------------ -----------------------------
860333 Database Version 3.1 Date Printed: 10-27-2014 Sludge Page I of I

Reauired Svecifications For Animal Waste Mannement
I. 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 suiface
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 erf 2-M
wi h a landowner, who is within a reasonable proximity,
-1
If Ing h-22M Mer the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
0L_
update of the Nutrient Management PI-2-T.-t TI-III-en th=-__—!iL is P IM.-
ft.
operation, increase in the number of animals, method of application,
re-e-eiviling crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields b,.-.1 r—'L=_
daft, climatic conditions, and level of management, unless there are
All— 4. 41. --,L- --C ---I; ­44�-,p 4P-,. -41L-,r n 'Wit
- _'__ - - - �._ . - — ;_ � - � - - . - ­­­ ­1 - �� - ­ � - —trients.
4. Animal waste shall be applied to land eroding less th-Ra 5 tons per acre
rwr
acre p er ye. _R r buit les s tha n 10 to -n s ner Rere p er year p rovid ed gra ss filte r
YRCS Field
Of ice Technical Guide Standarda 393 - Fiker Sirips).
5. Odors can
application. Waste should not be applied when there is danger of drift
t4�-t !nnd application field.
6. When animal waste is to be applied on acres subje& te flew-udhtg wrn!:ft
51,
will be soil iBcorpoWted
3-
Ito crops or grassland, the waste may be
—.44
­1 U p! --t C.",air +-ir-Ing a season prone
to floed!n- (t'ee f-- —Man,
1!!P __ - '� - _­ ce).
--------------------------------------------------------------------------------------------------------------------------------------------------------------
860333 Database Version 3.1 Date Printed: 10/27/2014 Svecification PaRe I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur of1site 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 Mes.
8. Animal waste shall not he 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 forsalt 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
brealdng dormancy.
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.
------------------------------------------------------------------------------------------------------- ----------- --- ------------ -----------
860333 Database Version 3.1 Date Printed: 10/27/2014 specification Pape 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 he established on all
disturbed areas (lagoon embankmen% 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 diseharge� 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 i n- 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. Ilighly 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.
---------------------------------------------------------------------------------------------------------------------------------------------
860333 Database Version 3.1 Date Printed: 10)2W2014 ---------------
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.
------------------------------------------------------------------------- --------------------------- ------ --------------------------------------------
860333 Database Version 3.1 Date Printed: 10/27/2014 Specification PaRe 4

§Rrinkler Specifications
Sprinkler Type' Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
285 feet
Lane Spacings
Sheet7
CALCULATIONS
*based on actual field
measurement
Desired Spacing (%).- 70%
Design Spacing(feet): 199.5 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 70%
Application Rate
Application Rate = (96,3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate = 0.42 in/hr
300 degree arc = 0.50 in/hr
220 degree arc = 0.69 in/hr
180 degree arc = 0.84 in/hr
jr-pykIler Speed
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in.)
0.5 inches
300 degree arc
3.61 ft/min
220 degree arc
4.33 ffirnin
180 degree arc
7.22 ft/min
Mainline Velocity
Velocity = .408 x Flowrate I pipe diameter squared feettsec."
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.55 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 5A
Total distanGe: 1790 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.36 feet/1 00 feet
Max. Mainline Loss = 6.4 feet or 2.8 psi
Total Dviriamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
40 psi
Elevation head:
2-5 psi
Mainline loss:
2.8 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.4 psi
TOTAL(TDH) =
112.9 psi or
Horsepower Required
Horsepower = Fiowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55%
Horsepower Required: 26.9 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap,
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 112.9 psi
70% of Pressure Rating: 140 psi
260.7 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Sucfion Head Check
Page 2

NPSHA: 21.8
NPSHR: 7 *from pump curve
IfNPSHA>NPSHR OK
Sheet7
Page 3

Acreage calculations
Pull No.
Width
Length
Start
StOD
Total Acres
2A
211.2
788
0.435
0.365
4.62
2
9.96
2B
211.2
599
0.435
0.365
3.70
2C
222.3
163
0.435
0.365
1-63
3A
211.2
255
0.435
0.365
2.04
3
2.84
3B
21l.2
0
0.435
0.365
0.80
4A
211.2
882.5
0.435
0.365
5.08
4
18.88
4B
200
736
0.425
0.355
4.16
4C
200
823
0.425
0.355
4.56
4D
211.2
882.5
0.435
0.365
5.08
5A
206
568
0.35
0.365
3.40
5
7.90
513
200
624
0.2125
0.355
3.43
5C
178
135
0.217
0.3
1.07
6A
110
614
0.217
0-182
1.95
6
10.08
6B
211.2
691
0.435
0.365
4.15
6C
211.2
261
0.435
0.365
2.07
6D
211.2
230
0.435
0.365
1.92
7A
150
578
0.217
0.365
2.57
7
11.87
7B
200
597
0.425
0.355
3.52
7C
200
372
0.426
0.355
2.49
7D
205
555
0.31
0.365
3.29

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany ail irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations, p1pellnes, thrust block locations and buffer areas where applicable,
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all malnline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates,
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements, It Is the responsibillty of the designer to consider ail relevant factors at a particular site and
address them as appropriate.
9. Irrl§ation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes,

Sheet6
Narrative of Irrigation Systern Operation
Acres shown are 'effective' wetted acres for this facility, Fields/Pulls 2A-5C have been In use by the
facility since its construction, and require a 100' setback from wells and a 2001 setback from residences,
The leased land shown in the plan (fields 6,7) are being added at this time, and require that S851 5
setbacks be adhered to during applications.
Pulls in fields 67 will be accomplished through the use of above ground aluminum piping. Reel set.
up points should be clearly marked and utilized as shown on the working map, Equipment should
be operated as outlined with regards to operating pressures, ring sizes, etc. Any deviation must be
approved by an'I'designated technical specialist. Equipment used must be calibrated at a minimum
of one time per year.
Producer is familiar with operation, R&M, and winterization requirements, The system should be
monitored during operation to check for leaks. Specific areas of concern include risers, air vents,
and ditch crossings.

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ben King � 'a )6
Address: 346 IVILK Blvd,
Clinton, NC 28328
Telephone: [phone]
Table I - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Sampson
Date: 6/1/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
�inches) Comments
2
9.96
WaB
<5
Bermuda, Small Grain
0.6
.5-1
Pulls 2A,2B,2C
3
2.84
Ly
<5
Row Crops
o.4
0.5
Pulls 3A,3B
4AB
9.24
Ly
<5
Row Crops
0.4
0.5
Pulls 4A,413
4CD
9.64
WaB
<5
Bermuda, Small Grain
0.6
.5-1
Pulls 4CAD
5
7.9
Jo
<5
Row Crops
o.4
0.5
Pulls 5A-5C
6
10.08
Was
<5
Row Crops
0.5
.5-1
Pulls BA-6D
7
11.87
NoA
<5
Row Crops
0.4
.5-1
Pulls 7A-7D

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
We--k-e,- Model and -Type of Equipment: 3" Traveller
Travel Application TRAVELLANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
�ydrant No. (ft/min) (.in/hr.) Width(ft.) Lengo�(,�, (feet) (Inches) atGumpsi) atreel(psh Pattern Comments -Acres per null
I Ir 2A
:3.61
0.5
211.2
788
285
1,18
60
100
330
4.62
11 V 28
3.61
0.5
211.2
599
285
1.18
60
100
330
170
j 2C
:3.61
0.5
222.3
163
285
1.18
60
100
330
1.63
i 3A
3.61
0.5
211.2
255
285
1,18
60
100
330
2�04
jOk 38
3.61
0.5
211.2
0
285
1.18
60
100
330
0.80
JP 4A
3.61
0.5
211.2
882,5
285
1,18
so
100
330
5.08
1% 4B
3.61
0.5
200
736
285
1.18
60
100
330
4.16
12, 4G
3.61
0.5
200
623
285
1.18
60
100
330
-4.56 V
�1.3
3.61
0.5
211.2
882.5
285
i'l-8
so
100
330
-6.08
j,-N 5A
3.61
0.5
206
568
285
ills
60
100
330
3.40 -kit
3�x 58
3.61
0.5
200
624
285
1.18
60
100
330
3.43
)-if 5C
4.33
0.69
178
135
285
1.18
60
100
220
1.07
0-1 6A
7.22
0.8
110
614
285
1.18
60
100
180
1.95 Ll- 211
""s 6B
3.61
0.5
211.2
691
286
1.18
60
100
330
4.15 1?
1. A 6C
3.61
0.5
211.2
261
285
1.18
60
'100
330
2.07 -j"k
56 6D
3.61
0.5
211.2
230
285
1.18
60
100
330
1.92 30
3% 7A
4.33
0.69
150
578
285
1.18
60
100
220
2.50 3-k
b; 78
3.61
0.5
200
597
285
1.18
60
100
330
3,52 5 3�-
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- USDA -SOIL CONSERVATION SERVICE TED RTATES
- 303-D EAST ROWAN STREET
`EpARTMENT OF
PHONE [phone] AGRICULTURE
--------------------------------------------- _---_-__------
OPERATOR:
v,
Please review tie attached Plan and specifications carefully -
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste |aaoon
is to be constructed' SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensionA and grades are the best estimate' The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
conscruct!on of the `,asLe L,wadment |a3:o:.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance -
cuts and fii(s as c>oM as possib!a. if addiz|ona| material is
requ;red apter construction is complete on the lagoon, the
contractor and owner wi!| negotiate on the price and location
of the borrow area.
-' It shouid be noted that certification of the lagoon will depend
upon all specifications being met. important items include
!e:Sth, width, depth, slopes, topsoi} placement, correct
ejevatioxs (top, bottom, Jischarge pipes), and seedin&.
Design Requireme:!^ 947787 cu.ft = 35103 cu.yds.
----------
Estimate of Excavation:
Estimate of Mks.
2-stimate of of Topsoi: Required:
Rat!o
job Mass.
--------
lesiSne6 By
- '- - -
nesivn
= 779T cu.yds.
_________
= 9778 cu.yds.
---------
� r'7_4.2

-"'U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner- C_Fzt_k A pkr,'5 County 3Am'psqrj
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of.Flood Pool Ft.
Date of Fiel-d Hazard Investigation 2 - -2- -7-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Elev. -Est. Elevation
Kind of :Improvements: - of Breach
Reach: Length: Width: Slope: Land Use Improvements -Above :Floodwater Above
Flood Plain: Flcod Plain
Ft. Ft. % Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURK WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION, L_,4 t4 �5 I'D r.Q� 4.
AppKux. V'q�r. R.'Act. I
Hazard Classification of Dam na b, c) (see NEM-Part 520.21) 6L
AW. Z-71.1
-9m Classification (I, II, III,(2� V)
30
name
/D <_ -
title
Concurred By A. '6 2 /��
4n"ame� (title)
NOTE: 1. -Instructions on reverse side.
2. Attach additional sheets as needed.
Date 2 - 7_7 - '7 2_
Date

I
SCS-ENG-"
Rev. 5-70 ,
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMEWS NAME C f"pli Cgusk Pagrns DISTRICT 5A., e-, S a ill
DATE L,2 5 A &\, 11,
COUNTY
S. C. S. PHOTO SHEET NO. WORK.UNIT 1: 4 A
WATERS11ED AREA MEASUREME-47S
1 'Mm.,
CROPLAND -ACRES PASTURE ACRES
WOODLAND -ACRES TOTAL- ACRES WORK UNIT coNnRvAnownn
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Amoff- scale Ill' -_ &9i
L,M=ft refffmce Point " center line of dam a" Motafy ON skerck
INN
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BORINGS MADE BY SIGNATURE & nTLR

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U-S- DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SCS-CPA-16
CONSERVATION PLAN MAP 2-81
Owner
County Operator
Approximate acres State Date z-7_(,-
Cooperating with APProximate scale
N r
Plan identification Conservation District

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I A

LAGOON CONSTRUCTION WITH
PARTIAL --CLAY LINER
% I FOOT THICK CLAY LINER
FILL (MINIMUM)
AVERAGE GROUND
T
VARIABLE EXCAVATE THIS AREJ&,AND_
SANDY MATERIAL BXCK-FILL WITH'CLAY
NO CLAY
7___T___
I FOOT THICK
CLAY LINER
EXCAVATE
SANDY CLAY -CLAY
FILL
AVERAGE GROUND
VARIABLE SANDY MATERIAL
NO CLAY.,
--- TiL - ----- ;�� ------
I FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATIOU DUE TO LINER:
AVERAGE DEPTH TO CLAY S.5 X I FOOT THICK X DISTANCE - _*842- CUBIC FELT /go CUBIC YARDS
/38cl 27 CUBIC FEET/CUBIC YARDS
4

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ- 51 () -LAS(,- 1!;-(A k
ENIERGENCYMANAGEMENT SYSTEWAI()_SOI-,�_,��qqL_,
SWCD-9- �_—
NRCS q loi-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
I . Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam-
b. Pump wastes to fields at an acceptable rate.
c. Stop all 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 caused 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. air all leaks prior to restarting pumps
D. Leakage from flush systems, houses, solid sparators-action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Make sure no siphon occurs
d. Stop all flows in the house, flush systems, or solid separators
e. Repair all leaks prior to restarting pumps

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small sump or ditch away 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.
2. Assess the extent of the spill and note any obvious damages
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does thespill have the potential to reach surface waters?
E Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3 - Contact appropriate agencies.
a- Dtifing normal business hours, call your DWQ (Division of Water Quality) regional
g
office; Phone number
After hours, emergency number: 919-7""
'3942. Your phone call should include- your name, facility, telephone number, th ")J-
details of the incident from item 2 above, the exact location of the facility, the e
location or direction of movement of the spill.weather and wind conditions. The
corrective measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone
Number_91a-_—
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number qxj-��qD--j ttp I local SWCD office phone
number
, and local NRCS office for advice/technical assistance
phone numberqio (9-3 -
4. If none of the above works, call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
darnaae.
0
a. Contractors Name.-
b- Contractors Address:
c. Contractors Phone:—

6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer etc
a. Name:
b. Phone: 0
cA
7- Implement procedures as advised by DWQ and technical assistance agenpies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.

.7� 0-" J
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
,�ource Cause BMP's to Minimize Odor
Site Specific Practices
Farmste getative or wooded buffers;
4)-iCecommanded best management
practices;
U-iTood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
Dry floors
Floor surfaces
Wet manure -covered floors
Slotted floors;
(4"Waterer* located oyer sloUed floors;
61"Feeders at high and of solid floors;
WI*S'crape manure buildup from floors:
Underfloor ventilation for drying
Manure collection pits
Urine
fl,�`Frequent manure removal _bvflush.vit
recharge.or scrape
Parital micorbial decomposition
Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Fan maintenance;
Dust
(-Plfficient air movement
Indoor surfaces
Dust
ashdown between —groups of anim—als
Wfeed additives;
W"Feeder covers;
(4-Feed delivery downspout extenders to
feeder covers
ish 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 allays
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
Outs.d. dmin collection
Agitation during wastewater
Box rovers
or junction boxes
conveyance
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces
Irrigation sprinkler nozzles
WMOC-November 11, 1996
(�*Cxtend discharge point of pipes
underneath lagoon liquid level
Volatile gas emissions
((,Wioper lagoon liquid capacity
Biological mixing
0-correct lagoon startup procedures
Agitation
1) Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
High pressure agitation
(��,�riigate on dry days With little or no wind
Wind draft
PfUnimurn recommended operation pressure
(-t1'Gm_p intake near lagoon liquid surface
( ) Pump from second -stage lagoon

Storage tank or basin
surface
Settling basin surface
Manure. slurry or sludge
spreader outlets
Partial microbial decomposition Bottom or midlevel loading
Mixing while filling I Tank covers
Agitation when emptying ) Basin surface mats of solids
) Proven biological additives or oxidants
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gas emissions
Extend drainpipe outlets underneath liquid
level
I Remove settled solids regularly
Soil injection of slurry/sludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
"n —
'u'rY
0= le drying Soil infection of slurry/sludges
or sludge on field surfaces Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
Dead animal disposal
pits
incinerators
Standing water around
facilities
Carcass decomposition
Carcass decomposition
Incomplete combustion
Improper drainage
Microbial decomposition of
organic matter
Manure tracked Onto public Poorly maintained access -roads
oads from farm access
Additional Information:
disposition of carcasses
(� I Cc plete covering of carcasses in burial pits
zoper location/construction of disposal pits
( ) Secondary stack burners
(LkGrade and landscape such that water drains
away from facilities
(L�-�arrn access road maintenance
Swine Manure Management: 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies. EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment, EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri communications
Florida Cooperative Extension
The issues checked ( ) pertain 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.
—4a—n—daer —Signature)
AMOC—November 11, 19,96

-7-es--Af
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Uquid Systems)
Flush Gutters
Lagoons and Pits
Excessive Vegetative
Growth
Accumulation of solids IX I Flush system is designed and operated
sufficiently to remove accumulated
(AOIds from gutters as designed.
.'move bridging of accumulated solids at
discharge
Crusted Solids (-K-Maintain lagoons, Settling basins and
Pits Where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Decaying vegetation (AMaintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying Vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
— -----------
Feeders Feed Spillage WDesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(4-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 *Y'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).
(4'fnspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes 1,-,��'Iiminate —Iow area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
WfAaintain 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 an 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.
I Provide for adequate drainage around manure stockailes.
Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
X(Landd`\'#_er —Signat—ure—)
(Farm]Ame)
W-7 —
a oo- 61 ;L
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613, North Carolina State University, Raleigh, NC
i7695-7613-
AMIC—November 11. 1996

OPERATION & AIADnTNANCE PLAN
�r0l?er 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 spri"ng, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
M-ceive lagoon liquid. This will make storacre 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.
�V�iting until the lagoon has reached its maximum storage capacity before starting to
t)
irricrate does not leave room for storin- excess water during extended wet periods.
0
Cr
Overflow from the Ia. oon for any reas"on 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 shou'Id 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 surroundin- areas
should be fertilized with 806'pounds per acre of 10- 10- 10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowincy -
,,, spraying, grazing, -chopping, or a combination of
these practices. This shou"Id be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
Cr
NOTE: If ve etation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon wa__
g ter. Such chemicals could ha-rm=the bacteria in the lagoon that are treatina,
the waste. 2�1
Maintenance inspections of the entire lagoon should be made during the initial filling of
Z:-
the lagoon and at least monthly and after major rainfall and storm e"'vents. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
I . separation ofjoints
2. Cra'cks or breaks
3. accumulation of salts or minerals
71, A66041.402nVINR
4. overall condition of pipes
APR O�5 2nic

I-agoon surface --- look for:
undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
L settlement, cracking, or 1Jug" 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
w'nds- These waves Can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will redu " the potential damage caused by wave action. If
wave action causes serious damage tocea lagoon sidewall, baffles in the lagoon. may be
used to reduce the wave impacts. b
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 lacroons. 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 di cging into a lagoon dam with heavy equipment is a serious
undertaldncy with p6tenti
&� ally 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 unu u ly loud or g ndi
noise, or a large amount of. vibration, may indicate that the pump is s al ri ncy
replacement. in need or repair or
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. T11is will allow some'
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching repain a , or borrowing p
' ? I umPs. Probably, if your lagoon is full,
Your neighbor's lagoo " 'so. You should consider maintaining an inventory of spare
t� 11, n is full al 3
parts or pumps.
- Surface water diversion� features are designed to Farry all surface
drainage waters (such as rainfall runoff, roof drainage, -utter outlets,
and parking lot runo
Z-7 ff) away from your lagoon and otheli waste
treatment or storage structures. The only 'water that should be
coming from your lagoon is that which comes from your flushing
Z>
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
I . adequate vegetation
2. diversion capacity
3. ridge berm height
z:1

Identified Problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain.
determine Proper solutions If technical assistance is needed to
, consult with appropriate experts.
the level again 4 to 6 hours after the rain e
You should record the level of the lagoon just prior to whe is predicted, and th n
record n 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
Planning irrigation applications and storage. If your lagoon 0
(You must also be recording your rainfall for this to work). Knowing this sh uld help in
ace water diversion or there may be seepage into the
have an inflow problem from a surf rises excessively, you may
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 desicrn treatment volume at least half full of water before
waste loading begin t'
7-n S, taking care not to erode lining or bank slopes.
4;
3. Drainpipes into the lacroon should have a flexible pipe extender on the
end Of the pipe to discharge near the bottom of the lac
filling- or another means groon during initial
0 Of slowing the incoming water to avoid erosion of
the lining. Im
g
4- When Possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmt>
er weather).
5. it is recommended that a new lagoon be seeded with sludo, from a healthy
working swine lagoon in the amount of 0.25 percent "me
liquid 0 of the full lagoon
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, lack of bubbling, and excessive Odor signals inadequate
0
if these conditions occur for prolonged periods, r e
bi logical activity. Consultation with a technical specialist is ecOmm nded
season. 6 especially during the warm
Loading:
The more frequently and rczaularly 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 rechaxge systems, in which one or more buildings are drained
and recharged each day, also work well

Practice water conservation —minimize building water usage and
Village from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. is
will reduce the amount of solids entering the lagoon Th
Mana.crement:
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 lowe st
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing slud,-,e-.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent idditions of bedding materials, Ion—sternme
Molded feed, plastic syringets, or other fo d forage or vegetation,
10 reian 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 Iagoon 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
Z��:
ifull or before it fills 50 perc:ent of the permanent storage volu"me.
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
=1 C) can be reduced by:

ITOn-t
sl
PrOP(L solid g�aration of flushed waste,
mech
gravity settling of flushed waste solids in an appropriately designed basin,
minimizing feed wastage and spillage. or
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 nearb cropland;
and soil incorporate. Y
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 f6rageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
fOrageland; dredge sludge from lagoon with dragline or sludcre barge; berm
an area beside lagoon- to receive the sludge so that liquids c �'
an drain back
into lagoon; allow sludce to dewater; haul and spread with manure spreader
onto cropland or forag Zp
2:,eland; and soil incorporate.
Regardless of the method, You must have the sludge material analyzed for waste
constituents just as you would your lagoon water7'The sludge will contain different
nutrient and metal values from the liquid. T�e application of the sludge to fields will be
limited by these nutrients as well as any previous
requirement. Waste application rates will be disc waste applications to that field and crop
ussed in detail in Chapter- 3.
When removing sludc, , you must also pay attention to the liner to prevent damage. Close
I ge
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 bein " disturbed, YOU should
Stop the activity immediately and not resume until YOU are sure thatt the Sludge can be
removed without liner injury. If the liner is damaged it must be repaired ascsoon as
possible. g
Sludge removed from the lacroon has a much higher phosphorus and heavy
?n
than liquid. Because of metal content
this it Should probably be applied to land with low osphorus
and metal levels, as indicated by a soil test, and incorporated to e chance of
erosion. Note that if the sludge is applied to fields with very high SOil-test phosphores, it
reduce th Ph
should be applied only at rates equal to the crop ne-moval 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 exwnple 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.
M
Liner integrity --- protect from inlet pipe scouring, damage during, sludge
t)
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
crullies to fo ,
0 rm in the dam. Once this damage starts, it can quickly *cause a large discharge
Of wastewater and possible dam failure-

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE BRASS @ 60 LBS&ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LES. 'PENSACOLA' BAHIA GRASS @ 60 LES./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO jUNE
36 LES. HULLED BERMUDA GRASS @ 8 LBS!/AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO jULY 31
0 LES. RYE GRAIN @ 30 LES./ACRE (NURSERY FOR FESCUE)
0 LES. RYE GRASS @ 40 LBS&ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH
APFhY THE FQLLCWING�
4500 LBS. OF 10-10-10 FERTILIZER (1000 LBS&ACRE)
9 TONS OF DOLOMITIC LIME (Z TONS/ACRE)
450 BALES OF SMALL GRAIN STRAW (100 SALESIACla)
ALL SURFACE DRAINS SHOULD BE lNSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LTME AND PPRTTlT77P TWON nTTW TM MP=asM= a w mm . —"!i
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMEiNT. APFTY W! C�14 AmMil-j iA17-rLZ & MH11 f-*u
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS 19 SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN U31NG BAHIA, IT IS RECOMMENDED THAT 2
LBS./ACRE CF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRAES 18 ESTABLISHED.

��,L���� ^��
EARTHWORK COMPUTATION SHEET
EXCAVATION
CRIPPLEFARMS
- ----+_-----+----_--+-----+-___-_------
|STA.i END |SUM OF � DIS-| DOUBLE |
| | AREA
+----+------+-------+----_+---_------+
0|-------+-----+----------+
+----+------+ 2818| 29< 8z722|
2| 350| 2818|------------- +----------+
3| 400| 2408�-------+-----+----------+
47 500| 1580|-------+-----+----------+
+----+------+ 2605| 100| 260500|
1025|-------+-----+----------+
6| 7(X)� 36��|-------+-----+----------+
7| T20| 247�-------+-----+----------+
8| 725� 0|-------+-----+----------+
9| O| 0�-------+-----+----------+
10| 0| 0|-------+-----+----------+
11| 0; 0|-------+-----+----------+
0�-------+--- ----+----------+
13| 0| ()�-------+-----+----------��
z4� 0� 0�-------+-----+----------+
0}-------+-----+----------+
16| 0| 0|-------+-----+----------+
�7| �� 0|-------+-----+----------+
�8� � 0�-------+-----+--------_-+
+----�------- 0| .' 0|
��� :� :�-------+-----+----------+
+----+_--'-_+-------------`----_-_----+
+------_---_--_---_-------+----------+
DCUGLE VOL /2 = 57 .7219
----------
-
�OL�ME = 2�3T8 C�. YDS-
00MPUTE� DY Hank 8ay DATE 2/26/92
--_---_------------- ---------

L- - - - - - - - - L
i
i,
-7 T
----------
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I fl, : 0 1 A ! 2;
1� i-v'S�_7 i
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-- - - - - - - - -- -- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - -
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+--------+
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'+-_--_--+---_---+-___-+'___+---__+____-+______--__-
+------_+__---+____+_---_--
--___-+__---+--__--+--__--+-__--+___
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,____+____-+-___+---__+____--___-+____-+-_--_-+-___-+___
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+_-_----+--�__-+-'__-+-_-_---+___--+--_-_-+_-------
-------------------
A. p,
� �-_----_+---_----+----------------- +-------- ---------- __-__+----_-+-___-+_----
TIC

-~
OX' DEPT OF AGRICULTURE
SOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENT
WME: CRIPPLE
CREEK FARMS TOP
WIDTH: 12 FEET
ADDRESS: CLINTON
TOTAL
SLOPE: 5.5:1
+----+------+-------+_----+-------_--+
|STA.: END |SUM OF DIE.!
DOUBLE |
| 1 AREA |E~ARE/\ | 1
VOLUMN |
+----+------ +-_-----+-----+-----------i-
ll 01 0+------- +----- +----------+
+----+------+ 311 100|
3100|
2| 100l 31|------- +-----+-----------
+---- +------ + 1411 1001
141001
31 200| tic! ------- +----- +----------+
3821 1001
38200|
+----+------+
41 300| 272!------- +-----+----------+
+----+------+ 615| 2()1
123001
5| 3201 343|------- +-----+----------+
+----+------+ 8o8! 901
72720i
6| 410| 465|------- +----- +----------+
+----+------+ 9671 1421
T| 532! 502:------- +----- +----------+
137314|
+----+------+ 9671 22|
8| 574: 465|------- +-----+----------+
21274|
+-'--+------+ S151 137;
91 681; 3501------- +----- +-------------
87205(
.�
+----+------+ 5121 107|
z0| 7981 162|------- +----- +-----------
54784|
+----+------+ 254; 1071
27178|
11l 8951 921------- +-----+----------+
+---- +------ + 153| 501
7650|
W 945| 61|------- +----- +----------+
+----+------ + 1221 341
131 979| 611-------+-----+----------+
+----+------+ 611 1|
*148:
61|
14; 9801 0;------- +-----+----------+
+----+------+ 01 -980|
131 +----- +----------+
+----+------+ 01 ()1,
0>
161 01 01-------+-----+----------+
0|
+----+------+
0!
17| 01 0i------- +----- +----------+
+---- +------ + 01 0|
0|
181 0| C|------- +-----+----------+
+----+------+ 01 0}
191 01 ()|------- +-----+----------+
+----�------+ 01 011"
0;
0/
0�-------+-----+----------+
+_---+_-----+--------_----+-----_----+
|TCTAL
+------------------------- +---_--__--+
4800341
�^
DOUBLE VGL /2 =
240017 CU. F
----------
VOL-U'i 1E =
8890 CU. Y
PLUS 10% SETTLEMENT =
G89
rnwp�/��n
TOTAL =
----------
nv uuux �uv
9776 CU. Y
rv= ,/��/
NC-ENG-12

U.N. DEPT OF ASRICULTURE
SOIL CONSERVATION SERVICE
'
EARTHWORK COMPUTATI0N SHEET
PAD
ME: CRIPPLE CREEK FARMS
sDDRESS: CLINTON
+----+------ v------- +-----+-----_----+
|STA.| END !SUN OF | DIS.| DOUBLE |
\ ; AREA |E.ARE/\ ; | VOLUMN !
+----+------ +------- +--_--+-----_----+
11 1301 0|------- +-----+----------+
+----+------+ 5541 701 387801
21 20()| 554|------- +-----+----------+
+---- +------ + 15931 1001 159300|
3| 3()01 1039|------- 'r----- 0----------- i-
+----+------+ 2308| 901 207720|
41 3901 1269}------- +----- +----------+
+----+------+ 12691 121 15228|
51 4021 0|------- +----- +----------+
0----+------+ 01 -002| ch
61 0: 01------- +------°----------+
+----+------+ u: 0|
T; O: ();------- -----------
I ---- + ------ + W 0! 0|
8! 01 0}....... +----------------+
+----+------+ j: C: 0)
91 0| 0|------- +-----+----------+
+----+------+ :: o|
10: 01 0|+----------+
-----+------+ 0|
Q 0\------- +-----+----------+
+----+------+ o) C| C|
101 0; 0i------- 0_--_-__---_-_---+
�----+------+ &\ 0| 0i
0\-------+-----+----------+
��----+------�� o| V 0|
��-------+-----�----------+
+----+------+ 3( 0\ 0|
151 8| 0|------- +----- +----------+
+----+------+ o) 0| 0|
161 0; 0|------- +-----+----------+
+----+------+ 0| 0| ch
171 O| 0|------- +----- +----------+
&----+------+ 0; 0| 0|
181 0| 0|------- +-----+----------+
+----+------+ 0| 0{ 01,
191 0| 0|------- +-----+----------+
+----+------+ ol O| 0|
20| 0| 0|------- +----- +----------- i-
v---- ------ +------------- +----------+
170TAL | 421020
+------------------------- +-----------
-- DGUBLE VOL /2 = 210514 CU. FT'
__________
VDLUME = 7797 CU. YDS.
----------
COMPUTED LY HANK GAY
NC-ENG-12

CR CREal RYE
f7. I! . i 4
1 i 8 9
--------------------------
------------------
---------- ------------------------------ --------------
V
Fir
V i f- U I UL -1 ;,4. 1 U I L"t V V Vi
-------------------- -----------
L ------------------------------------------------ ---------
in 1 0 i
No 1001, 01 0'
i lo,
------------------ ---------
------- ------------------------- ---------- ------------------- r ----- --
----------
r
----------
4 i
5 1 'ZO'
L."t I v i
----------
----------

NA!�Z.
"ANC-
5 Q
--------- -------- ---------
-------------------- z -------------------- ; -------------------- r - - - -i - - - - - - - - - - - - - - - - - - - - - - - -
'I
C7
;ji . i�-, -1,
;�:m " -` I Pr -2. 3!
54 . f, . F; U I -" 1 5 1 5 5i- M;
-4 L' 1 0.01, V 0. 0
---------- ----------
--------
------------------- L ----------------- -------------------------------------
I-ti
Z'V i
oci:
A I
---------- ------------------
--------- ----------------- -------- --------- ----------
---------- --------- ---------
------------
I
---------
i C701
Lpov;
Lv i
i
Li"O
-,ASO
7 i
7-
----------
----------

C-r-rUlEv" FARMS
.4L
- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - -- - - - - - - - -- r - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - -- r - - - - - - - --
0 1
Fj rU 1 57t z�
el 0 . 0 G
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - -
I -
22
----------------
--------------------- -------- -- ----- --------
----------
53-9
-TIM I
171
W--U,
1-5960!
.4 i
I Ua 7v
A -A i
Q, I siv
A I
jj
- - - - - - - - - -
----------

U.S., DEPT OF AGRI CULTURE-1.
SOIL CASERVATION SERVICE
EARTHWORK COMPUTATION SHEET
PAD EXCAMON
CRIPPLE CREEK FARMS
ADDRESS: CLINTON
+----f ...... + ------- + ----- + ...........
1STA.1 END !SUM OF 1 DIS,l DOUBLE 1
1 AREA lE.AREA 1 1 VOLUMN 1
+ + ------ + ....... +.----f -----------
it 161 01 ------- v ----- 0 ----------- &.
+ ---- + ------ + 3171 41 12681
z! 20; WE ------- + ----- + ........... ,-
+ ---- . ------ + 3491 Sol 27920;
31 1001 321 ------- +-----f -----------
+ ---- + ------ + 321 301 960!
41 1301 01 ------- +-----f ------------
+----f ------ 0 01 -1301 0:
5! ol 01 ------- + ----- + -----------
+ ---- + ------ + of 0. t):
61 0! 01 ------- -----------
f....+ ...... * 0; 0: 0:
T: 0; 01 ------- +-----f ------------- L.
+ ---- + ol 0; Qi
Wol ------- + ----- + -------------
+ + 01 0!
91 01 Of ------- + ----- + -----------
+ ---- + ------ + 01 ol 01.,
of 01 ------- -----------
lit ol 01 ------- + + -----------
+ -----------
+ + + Ol oil IV
121 0: 01 + + -----------
+ + ------ + 0! 0: ch
14: 0! 0 -------- + + -----------
+ ---- + ------ + 0; 0: 0:
151 ol 01 -------
+ 01 0:
161 0: + -----------
+ + 0;
l7i 0; 01 ------- * ----- +
+----f ------ + ol
101 01 0; ------------
+ ---- 0 ------ + C -,
ly; of 0: + -----------
+----f ------ + of 0: 011
201. ol Of ------------- + -----------
+ .... �...—+ ------------- + -----------
!TOTAL 1 3014W
+ ------------------------- + -------------
DOUBLE VCL /Z - 15074 CU, PT�
----------
VOLUME =
------------
COMPUTEL BY HANK GAY LATE 2/26/9Z
NC-ENG-IZ

NAME. CRIPPLE CRECK FARMS
PAD EXCAVATION
I : 04-20
2
3
4
7
9
— ----------- — --------
----------
58.0:
57-8:
%-5;
55.3;
54.0;
57.0:
57.0:
58.0;
0. 0:
0.01,
1 1503;
1
5800:
i
;
---
— --------------
— --------------------
2: 5650:
21,
11%06
ZB:
loo:
zoo:
300:
Z80:
80:
301,
26:
0:
oll
3: 11060:
3:
16950:
4: 16200:
4:
15484:
5: 15960:
5:
4320:
S.' 4560,'
6�'
1710'.
7; 1740:
7:
140'
oll
all
0:
o;
56673:
57306;
----------
LINE: 1+00
317:
1
2
4
5
6
7
8
9
--
- ---- - --- - -------
56-0:
55.7:
53.'J':
56.0:
0.0:
0.01,
0.0:
0.0:
0.01,
0.01,
1: 8355:
1:
Ii2oo:
150:
200:
i
290:
ISO!
i ---+-
0: oll
i --+
- -
-----
Z: 10780:
2:
16153:
0.1
oll
0!
0:
3: 16240:
31,
80851,
----
— --- — ------- —
— --- —
------
— ------- — —
4: 0:
4,
0;
5', 011
51,
oll
6: 0:
6:
0:
7'. orl
7:
oll
81. 0:
all
0:
9: oll
9:
0:
+-----+
: 35375;
35438:
----------
---------
LINE:

U. S. QUARIMM-1 Of AGRICULTURA Va.-Culd-ftw
gait Cromarwation Torvies Rey. 7/91
PLA14 OF EXCAVATED WASTE STORAGE PIT
NAME: CREIE FA 9 wt -5 Date:
County: 5.401R,506A
Address:
*30 1 V=94 a P—
-7 1
ON supt !-!TO I
0
P)
to ide A7 AWIL 110P ELET.
WIC SECTION
if let
=7
ATIE. Wr= CLEW- 10
64-2. C,
(34w back for vaLL= catculatfam)
Use of facility:
Capacity:
Soil Type:__Jl/&j
Bench Mark Descz
Bottom -
Norm -%I Liquid Level
Storaqe, for normal Precip.
Maxi 3mma 'Liquid Level
25 yr. Storm Storaqe
crest ESW
max. Flow Depth
Freeboard
Top of Dam
.—Yf - a — —
Elev. 42.0
zlev.
(+) Ft.
Elev. C-Z.z
(+) .7 Ft.
zlev.
1.0 Ft.
zlev.— 5-1, 0

7
TY]FICAL It" A M"TAGE KAGOOR SYSTEM
�, e. A-Z
Confinment Building Top Width 12,0
Settled Top Elevation
IRIPC MNIJGq;r ,
Z: Fluid Elevation
Pit /L
S ss SS: 2.5, 1
IIA MT
UG
epth
V
11"1\11 - -1 -..
/-ZATHENT
IAG"
Pipe (Needs to be ade"ately
supported) Itely Depth .3
Bottom clawation ±2.�L _L1
SS

[�ERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum d
control. The time required for the planned fluid level t«u »r
reached may vary due to soil conditions,f>ushin8 operationsoeand
the amount of fresh water added to the system. '
Land application of waste water is recognized as an acceptable
t b|
method of disposal. Methods of application include ie
s«
center pivot' Suns, and traveling Sun irrigation C�'e/�hvu'o set� b taken when MOWS waste to prevent runoff from
� e
to crops, r»m the fie|d or damage
The following items are to be carried out:
1^it is strongly recommended that the treatment lagoon be pre charged no 1/2 its capacity to preventduring
excessive odors -
start-up. Pre-charSin8 reduces the concentration of the initial
waste entering the lagoon thereby reducing odors Solids
a
c««ered with effluent at all times, ^ s s»»u|d be
2. The attached waste utilization plan Shall be followed.Thi
Plan recommends- sa��p!!n8 and testio3
before !and appiicatio»^ of waste (see Attachment 8s
'
3' Win pump -out of
the lagoon when fluid (eve!
��)
44as
reaches e�
e«a-
marked by permanent k e's^b Stop
Pump -out
the fluid �eve; reaches e|evat|on
when
less than 6 feet deep
^�� 1ma'or
�~~�-1before fluid depth
(this
is
bacteria)
prevents the «ss of favorable
,
*. The recommended maximum
amount to
one(1) inch
aPPIy per irrigation
is
and the recommended
maximum applicatioo
inch ' per hour.
rate |s0
^ 4
5, Keep vegetation
on
the embankment and areas adjacent to
the
lagoon mowed aonua|/y.
Vegetation
should be ferti5zed
to maintain a vigorous
as
stand,
needed
e
6. Repair aoy eroded
areas or areas damaged by
establish in
rodents and
va8etation.
7_t//�}i,surface runoff
is To
be diverted from the 08000 to
stable
8.The Clean Water Act of 1977 prohibits the discharge
Po llutants into
of
waters
of the United States. The
Environment, Health, and
Department
Natural
of
Resources, Division
menta/ Management, has
of Enyi
the responsibility
for enforcing this
law.

SPECIFICATIOWFOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be FEMOved from the construction area
before anY excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one H)
foot. Satisfactory d1sPOSition will be made of all debri,, The
foundation area shall be loosened thoroughly before
omhankmpnt maty,i,j_ placement of
Cut-off Trench.-
---------------
A cut-off trench (,h .. ....
the plans. installed as shown in
Construction;
-------------
Construction OP "Cavated and earthfiji ar,,, h,!,
the neat lines and
,
grades as planned. Deviations
require
from this will
Prior approval of the SCS.
Earthfill
in standing water and
shall
not be placed
reasonable compaction
Of the
fills
performed by the Con"U"On
whali be
eqVpWnt
or sheePs-fOot
roller
Placement. The embankment of the
lagoon
durins
the
shall be
installed usin-_
MOre impervious materials, Construction
,
include ten (10)
Of fill
heights sha 11
percent for settj,,,,b,
To
when areas Of
protect
,,j,,t
unsuitable materjai
are encountered,
be excavated a minimum
they will need to
of one (1)
fOut below
compacted with a suitable material
grade
(ie-CL,S0,CH),
and backfilled and
information
Refer to the soils
Pilvecasuttigiontsion in the Plans
for special
considerations.
should be taken during
erosion and
construction to
Prevent excessive
sedimentation.
Vegetation.
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type Of vegetation as soon as possible after
construction.

�
tv
5p_'rator:CRIPPLE CREEK F/\RMSAMPSON 0County:
Date; 02I10/92
Distance to nearest residence (other than owner): 1200.0 feet
1- STEADY STATE LIVE WEIGHT
V sows kfarrow to finish) x 1417 |bs =
0 sows (farrow to feeder) x 522 ibs^ = 0 |bs
4856 head Cfinishin8 onlyx ^35 |bs^ 0 jbs
0 sows (farrow to wean) ^ ~ = 660960 lbs
x 433 lbs =
0 head (wean to feeder) ^ 0 |bs
x 30 |bs =
, 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 660960 >bs
it. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 |bs. SSLW x Treatment Vo|umo(CF)/lb SSLW
^
Treatment Vo}ume(CF)/|b SSLW= ^
V»�ume = 660960 cubic feet
1 CF/|b^ SSLW
A. STORAGE VOLUME FOR SLUDGE ACCUMULATION '
' Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
� TOTAL DES12N VOLUME Sjud8e w|i( be ramoved as needes,"
Insice Lop |*oyh 430.0 f*et ; inside top width 250,0 f t
^T»P OF dike at elevation 54.0 feetTea- ^ ee
S;ue slopes 2.5 : 1 (Inside lagoon), '." des" W000 liquid |evel at *;evation 52.0 feat
Bottom of }as000 eievation 42.0 Fee..,, ^ e
Seasonal t18A water tab:e elevation 46.0 feet
Total uesA/. vmlume usin* Prismoida} formu��
SS/ENQ SS/ENC2 S2/SIDE1 SS/SIDE2 LE%67H WIDTH DEPTH
2.5 2.5 2.5 2.5 425.0 r+s o 11 ^
AREA OF 7CP
LENGTH * W10TS =
425.0 Z43.0 1341Z5.0 (AREA OF TOP)
AREA OF 80TT0M
LEN6TH it WIDTH =
37C.0 190.0 70300.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * wlDTH * 4
397.5 217.5 3458Q5.0 (AREA OF MIDSECTION * 4)
-~
CU. FT.
1[AREA [UP + (+*AHEA MIDSECTICN) 0 AREA DOTTOM: * DEPTH/6
Z5.0 345825.0 70300^ 0
�.8
V�LU�E CF LAGOON AT TOTAL DaS18N LQUlD LEVEL 503792 CU. 77.

5TEMPORARY STORAGE REOUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
430.0 250.0 107500.0 square feet
Buildings (roof and lot water)
Lenyth * Width =
0.0 0.0 0.0 square feet
TOTAL DA 107500.0 square fee.L,
Desi5n temporary sorage per�od to �e 180 days.
!A. Vo|ume of waste sroduced '
Approximate dai/y proJuction of manure in CF/LB 3SLW 0.00136
Volume = 060960 LWs. 33LW * 39 of Waste/Lb./Day * 180 days
.- -"'"^'v ~ 161+10 cusic feet
5�. Yw;wme of waso wane' --
This is ths amount OF fresh water used for washin6 f!.ors o } OF fresh
'afresh water used for a Cush system, Flush systems thatr'v�iume�at
^S»»n water aye accountel for in 5A, =c'cue
Vo|nme = 0.0 8a| ons/day * !OiC days stora8a/7.48 gallons
::}ume = 0.3 cubic feet per CF
Voiume of rainfa" in excess of evaporation
Use period of tine wnen ra,nfa|/ exceeds evaporation by iargest amount.
110 days excess /ainfa!/ =
7.0 inches
Volume = 7,0 in * DA / lZ inches per foot
Volume = 62708.S cubic feet

5D. Volume of 25 year - 24 hour storm
r'
��vo|ume = 7.0 inches / 12 inches per foot * DA
Volume = 62708-3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
o*. 161410 cubic feet
5B . 0 cubic feet
5C. 62708 cubic feet
ED. 62700 cubic feet
TOTAL 286827 cubic feet
NOTE: SEE ATTACHED WASTE WTILMATMN FLX>J
~'

YUR
Onw-'!: . . . . . . . . . .
R, T
VTIN
, g
77
id
471

_- - -
eratoriBENNY KING County: SAMPSD�� �n—����
' �*�—~�- Date: 10/2619Z
� istaoce to nearest residence (other than owner): m
`��j&feet
., STEADY STATE LIVE WEIGHT
x 0 Bows (farrow to finish) x 1417 }bs^
' 489« Sows (farrow to feeder) X 522 |bs^
= 0
o Headad (f{nis��//8 X 135 }b= 0
o Sows (farrow to wean) X s^ = 660960
433 |
0 Head (wean to feeder) X bs' ~ 0
3{` ibs' =
u
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
66U960
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAWN
Volume = 660960 lbs. SSLW X Treatment V / Treatment Volume CF/}b. SSLW= » ume CF/}b~ SSLW
Volume = 660960 cubic' feet 1^0 CF//b. SSLW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
0 cubic feet A"^^C * 41-
4. TOTAL DESIGN V[/LUME �
inside top: length 530 feet ; widti
[»P Of dike at elevation 5500 f225 feet
F'eeboard 1'3 feet S1d s opeseet
/»ta! desiS» /a---- |[quid |ev^| at e/ev�tion ��33-0:1(!nside/
:�
�v«yn Of ;aS«o» at elevation ^/V feet
£easo:a{ high watdr table e1evatiou 4S^00 feet
45.00 Vey, -
Total "An volume using prismo}da/ formuiu�
"END! SS/EW02 SS/SIDE! SS/END2 WID�PT�
3.0 522.2 217.2 10.70
AREA OF TCP
LEN8TF4 X WIDTH
522 217
113422 (Area of Too)
AREA OF 20TT3M
LEN8TH X WTDTH =
458 153
70074 iArea of 8otto,)
AREA OF MIDSEC7I0N
LEN6711 X WIDTH X �
490 185
362870 (Area of Midsection X A)
CU. FT. = [Area
top+(4XArea Mi'isectionWrea Bottom] X DePth/�
262870 70074
2
VOL. OF LAGOON AT 7OTAL DESIGN LIQUID LEVEL = 974352 CU. FT.
_

TEMPORARY ST[ME REQUIRED
�
Dra/na8e Area:
La800n (top
`~
of dike)
Len5th X Width =
y
530 225
119250 Square Feet
Bui}din8s (roof and |�t
Water)
Le»8th X Width
=
0 0 0
Square Feet
TOTAL DA 119250
Square Feet
Des13n temPorary
storage to be
A.
180 days,
Volume of waste produced
Approximate daily
production
of !oanure /n
CF/LB SSLW
-".wme =
0.00136
660960 Lbs. SSLW X
Volume
= CF of wast
161203 Cubic feet e
//b /day X 180
��. Vo/ume of wash water
This isthe
amount of fresh water
volume
«f fresh water used f used for
that »r f/ush
washing floors »r
a
recirculate the system
/a 800n water are accounted
Mush
for
Volume = 0 Gallons/day
~ n 5A.
in
X
1G»
days stora8e/7,4�
Volume =
0 Cubic feet
gallons per CF
C. Volume of
rainfall in excess
of evaporation
Use period of time wheo f
largest
amount, ex�eeds evaporat/oo by
180 days excess
rainfall =
Volume = 7.0 Inches
7^0 inches
X DA / 12 inches per
foot
Volume = 69562.5
Cubic feet
D. Volume of 25 year - 24
hour storm
V3iUme
7.0 inches / 12 inches
per foot
Volume =
X DA
69563 Cub' c feet
TOTAL REQUIRED TEMPORARY
STORAGE
5A
161303
58. Cubic feet
5C 8 Cub/c feet
.
—
5D � 69563 Cu�i' f
. eet69563
Cubic feet
TOTAL
200928 Cubic
feet
^

'
6. SUMMARY
Total required volume =
961888 Cubic feet
Total design vojume avai/.= 974352 Cubic feet~
Min. reqrd. trtmnt. vo{. Plus Sludge accum-= 660960 Cu' Ft
At elev. 50.80 Ft; Vo/= 663792 Cubic feet (end pumpio8)^
Total design volume less 25yr-24hr storm = 904790 Cu' Ft
At elev. 53.00"Ft; Vol, 896040 Cubic feet (start pumpin'")
Seasonal high water table elevation /s 45.00 Feet, which must
be lower than the elevation of top of treatment vo�ume 50 0
DESIGNED BY:
u*/E�
APPROVED DY,
.~ -_____
DATE:
' __
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
----------------------------------

' Page 2
Amount
_of_Plant Avai/ab!e Nitrogen Produced Per Year:
`_- -------------------------------------------
4896 animals x 2.30 |bs. N/anima|/year = 11261 !bs./yr
Available N
Applying the above amount of waste is a biS Job You should
Plan time and have appropriate equipment »u
a timely manner. Your facility is ' to app�y the waste in
des�3ned for180
storage. Therefore, it will need to be pumped every �ays of
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs N Month to
__ _
No. No.
_ Type
_ ��oue_ Per Ac. Used Apply
----- ----- ----- ------
6868 4 Wa8 6 7 Tons 400 28.2 11280 MAR-AUG
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 28.2 11280
Available Nitrogen 11261
Surplus Or Deficit -19
Crop codas: l=Cerel| grain; 2=Corn; 3=Fescue; 4=Ran8e 8r Bermuda
3=Contro! Grazed Bermuda; 6=Hay|and Bermuda
^ a
Narrative of Operation:
-----------------------
_______________________________________________________________
---------------
____________-__________________
____________________________________________
---------------------------------------------------------------
Call the Soii and Water Conservation District Office after
receive waste axa!ysis report to �btain the amou t r you
apply and one '"gat"app|ication rate Prior »o Per/acre t»
waste. � a�P y/n8
Prepared by:
4
�xName ~�'---- ------------ -������°-
Concurred in ny: .
(Copy to producer and copy to case file)