820077_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at lent 180days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April3,2019.
Please (to not leave any question unanswered. Please verify all information and make attv necessary corrections below.
Application must he signed and dated by the Perinittee.
1. Fami Number: 82-0077 Certificate Of Coverage Number: AWS820077
2. Facility Name: Magnolia 4, Melville I & 11, DELL, DM Section I Site 4
3. Landowner's Name (same as on the Waste Management Plan): Isonside Investment Management LLC
4, Landowner's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 92, Merritt Rd
City: Magroli State:
6. County where Facility is located: Sampan
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"):
lo, Operator Name (01C): Alfred J. Linton
NC
A J Linton
910-285-1357 Ext.
Murphy -Brown LLC
Phone No.: 910-285-1005
11, Lessee's Name (if there is not a Lessee, write 'None"): lje>�e_
12. Indicate animal operation type and number
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 26,280
Ooeration Types:
Zip: 28453
OIC #: 18625
Swine
Cattle
Dry poldt"
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Mi1kCow
Pullers
Sheep - Sheep
Feeder to Finish
Dry Cow,
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
BeefFeeder
Boar/Stud
BeefBroad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify [lie following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Linet Type
(Clay, S311thetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feeir
Design Freeboard
"Redline"
(Inches)
DELL
-7
/
FYI � he4"z—
I L 1, -76'�
19.00
MAG 4 PRIM
I
C'
'a,
20.40
MAG 4 SEC
CA
i
26dO
MELL I
9K
C-l"A
C A81
20,40
MELL 2
14,1 tl�;
20,60
SIS4
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC Central Statutes 143-215.1042(d) to the address below.
Tire CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner anda certified technical specialist. containing:
a. Tire method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A mop of every field used for land application (Rar example: irrigation map)
c� The soil series present oil every land application field
d. The crops grown oil every land application field
e. Fire Realistic Yield Expectation (RYE) for every crop shown in tile 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/scherimatic
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 inclined 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, welland determinations, or hazard classifications that may be applicable to
your fircility"
8. Operation and Maintenance Plan
If your CAWNIP includes air), components not shown oil this list, please include the additional components with your submittal.
(e.g. composling, digesters, waste transfers, etc.)
As a second option it) mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAMIMP items above to: 21)14)Pei-mitReeiewal(&.nedciii-.goN,

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 mid that if all required supporting information and attacluments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 14' 3-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in my application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name, ar L1,11 kf P7 Title: /,7116/1fignmen
Signature: W Date: t-/—� -/ f
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COWLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
MICHAEL S. REGAN
LINDA CULPEPPER
NORTH CAROLINA
Dinyrry
Environmental Quality
February 27, 2019
bonside Investment Management LI-C
Magnolia 4, Melville I & 11, DELL, DM Section I Site 4
PO Box 1139
Wallace, NC 28466-1139
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Penuince
Your facility is currently approved for operation tinder one of the Animal Waste Operation State Non -Discharge General Permits,
which expire oil September 30, 2019. Copies or the new annual waste operation State Non -Discharge General Permits are available
at httl)s�//deg.iic.gov/abotit/divisioiis/",ater-resotirces/N%,ater-qtialit),-regioiial-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under tire State Non -Discharge General Pentlits, you must subrilit an ariolication for
permit coverage to the Division. Enclosed you will End a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be comnleted, signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWNIP) with the
conuileted and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal Of Your coverage tinder a general permit within tire time period specified may result ill a civil penalty.
Operation of your facility without coverage undei a valid general permit Nvould constiftle 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 air), 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 919-707-9 100,
Sincerely,
�- ep �'
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820077
Murphy -Brown LLC
E5�;wNon h Cara, P. a Deps a mentof Env r�rrrenta� Quafly I D�vs oa of %��at.r
512 W Sz'sbu�? St� 1 1638 V a?' Earv�Cinuir I R a �eah, NortlCarol n a 27699�iGSG
919.707,&IODO

Facility Number: 82-77
Facility COC Number: AWS820077
Facility Name: Mag IV, Melville I & 11, Dell, DM Section I Site 4 Facility # 82-77
Landowner's Name: Ironside Investment Management LLC
Landowner's Mailing Address: PO Box 1139 Wallace, NC 28466
Facility's physical address: 923 Merritt Road Magnolia, NC 28463
Type of Operation: Feeder - Finish
Number of Animals: 26,280 Feeder- Finish
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 the 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 content 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 available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, 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
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.
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 analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21-1.0217 adopted by the Environmental Management Commission.
NUP Page I

Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
26,280 animals X 1.9 (tons) waste/animallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
26,280 animals X 2.3 lbs. PAN/animal/year =
49,932 (amt.) waste/year.
49,932 TONS
60,444 lbs. PAN/year. (PAN from N.C.-Te �V\
Guide Std. 633)
60,444
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
and surface application:
See page 3 3a, 3b for Table 1 acres owned by producer.
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic Vield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
NUP Page 2

Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
91.90 26,452 Aemay
NUP Page 3 Rotation I

Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
121.1 34,523 Aerway
NUP Page 3a Rotation I

Table 1: ACRES OWNED BY PRODUCER
Tract Field Sol] Crop Lbs. N Acres Lbs. N Month of
79.2 18,630 Aerway
NUP Page 3b Rotation 1

Table2: ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres
# No. Type Per Acre
Lbs. N Month of
Utilized ADDlication
4983
TB-1
WaB
Soybeans
901
2.26
203.4
Apr - Sep 15
4983
TB-2
WaB
Soybeans
901
1.57
141.3
Apr- Sep 15
4983
TB-3
WaB
Soybeans
90
2�57
231.3
Apr -Sep 15
4983
TB-4
WaB
Soybeans
90
1,45
130.5
Apr - Sep 15
4983
TB-5
WaB
Soybeans
90
2.71
243.9
Apr - Sep 15
4983
TB-6
WaB
Soybeans
90
3.29
296.1
Apr � Sep 15
4983
TB-7
WaB
Soybeans
90
2.71
243.9
Apr - Sep 15
4983
TB-8
WaB
Soybeans
90
3.03
272.7
Apr - Sep 15
4983
TB-9
1WaB
Soybeans
90
2.851
256.5
Apr - Sep 15
4983
TB-10
'!WaB
Soybeans
90
0.87
78.3
Apr - Sep 15
4983
TB-34
WaB
Soybeans
90
3.93
353.7
Apr - Sep 15
4983
TB-35
WaB
Soybeans
90
2.89
260.1
Apr - Sep 15
4983
TB-36
WaB
Soybeans
90
2.08
187.2
Apr - Sep 15
4983
TB-37
WaB
S b
90
2.83
254.7
Apr - Sep 15
* See footnote for Table 1.
TOTAL
Totals from above Tables
35.0 3153.6 Reels
66.9 6021.0 Aerway
Reels
_;�cres Lbs. N
Utilized
Table 1 47,104.0
Table 2 3,153.60
Total LA 50,257.6
Amount of N Produced 60,444.0
Surplus or Deficit 10,186
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements,
NUP Page 4 Rotation 1
Aerwa
Acres
Lbs. N
Utilized
Table 1
9%
79604,9
Table 2
6,021.00
Total
359.1
85,625.9
Amount of N Produced
60,444.0
Surplus or Deficit
(25,182)

1-11 11, 1 - �� , 11 � fle
III 111A ILI' VITT, - I
Table2: ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Soil Crop Lbs. IN Acres Lbs, IN Month of
# No- Tvire Ppr Ar.rp lfili,.ri
4983
TB-1
WaB
Corn
90
2.26
203.41
Feb 15 � Jun
4983
TI
WaB
Wheat
91
2.26
205.661
Sep - Mar
4983
TIB-2
WaB
Corn
90
1.57
141.31
Feb 15 - Jun
4983
TB-2
WaB
Wheat
91
1.57
142.87
Sep - Mar
4983
TB-3
WaB
Corn
90
2.57
231.3
Feb 15 -Jun
4983
TB-3
WaB
Wheat
91
2.57
233.87
Sep - Mar
4983
TB-4
WaB
Corn
90
1.45
130.5
Feb 15 - Jun
4983
TB-4
WaB
Wheat
91
1.45
131.95
Sep - Mar
4983
TB-5
WaB
Corn
90
2.71
243.9
Feb 15 - Jun
4983
TB-5
WaB
Wheat
9`1
2.71
246.61
Sep - Mar
4983
Tl
WaB
Corn
90
3.29
296.1
Feb 15 - Jun
4983
TB-6
WaB
Wheat
91
3.29
299.39,
Sep - Mar
4983
TB-7
WaB
Corn
90
2.71
243.91
Feb 15 - Jun
4983
TB-7
WaB
Wheat
91
2.71
246.611
Sep - Mar
4983
TB-8
WaB
Corn
90
3.03
272.71
Feb 15 - Jun
4983
TB-8
WaB
Wheat
91
3.03
275.731
Sep - Mar
4983
TB-9
WaB
Corn
90
2.85
256.51
Feb 15 - Jun
4983
TB-9
WaB
Wheat
91
2.85
259.35
Sep � Mar
4983
TB-10
WaB
Corn
90
0.87
78.3
Feb 15 -Jun
4983
TB-10
WaB
Wheat
91
0.87
79.17
Sep - Mar
4983
TB-34
WaB
Corn
90
3.93
353.7
Feb 15 � Jun
4983
TB-34
WaB
Wheat
91
3.93
357.63
Sep - Mar
4983
TB-36
WaB
Corn
90
2.89
260.1
Feb 15 - Jun
4983
TB-35
WaB
Wheat
91
2.89
262.99
Sep � Mar
4983
TB-36
WaB
Corn
90
2.08
187.2
Feb 15 -Jun
4983
TB-36
WaB
Wheat
91
2.08
189.28
Sep - Mar
4983
TB-37
WaB
Corn
90
2.83
254..
Feb 15 - Jun
4983
TB-37
WaB
Wheat
91
2.83
257.53
Sep - Mar
See footnote for Table 1.
TOTAL
Totals from above Tables
35.0 6342.2 Reels
66.9 12108.9 Aerway
Reels
Acres
Ubs. IN
Utilized
Table 1
L_ 175.51
47,104.0
Table 2
L 35.01
6,342.24
Total
1 210.51
53,446.2
Amount of ProduceL
60,444.0
Surplus or Defici
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
NUP Page 4 Rotation 2
Aerwa
Acres
Lbs. IN
Utilized
Table 1
79604.9
Table 2
A359.1
12,108.90
Total
91,713.8
Amount of IN
Produced
60,444.0
Surplus or Deficit
(31,270)

See attached map showing the fields to be used for the utilization of wastewater.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
16
Au
Berm/SG
0.6
1
17
BOB
Berm/SG
0.75
1
1 Ba-21
BOB
Berm/SG
0.75
1
22a-23b
BOB
Berm/SG
0.75
1
24-26
BOB
Berm/SG
0.75
1
27
BOB
Berm/SG
0.75
1
28
BOB
Berm/SG
0.75
1
29-30
BOB
Berm/SG
0.75
1
31-32
BOB
Berm/SG
0.75
1
33-34b
BOB
Berm/SG
0.75
1
35-36
Au
Berm/SG
0.6
1
37a-37b
WaB
Berm/SG
0.6
1
38-44b
WaB
Berm/SG
0.6
1
45
WaB
BerrvSG
0.6
1
46a47b
WaB
Be"/SG
0.6
1
48
WaB
Berm/SG
0.6
1
49
WaB
Berm/SG
0.6
1
50-53,54b
BOB
Berm/SG
0.75
1
2i
1
js�4
Bal-10, 34-37 jVaB
jBeWSG
C.m' Wh..t, and Soybeans
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
** 6 Lagoons
Your facility is designed for_180—days of temporary storage and the temporary
storage must be removed on the average of once every —6—Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
NUP Page 5

Narrative of operation
This N UP reflects wettable acres for aerways and reels.
These farms use a hard hose traveler and aerway sVstem for irrigation. The method
of nutrient removal is through having and row crop methods.
NUP Page 5a

REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has an agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the 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, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
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" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page 6

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 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 the crop or forages breaking dormancy.
I I 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 any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
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 a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they 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 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.
NUP Page 7

18 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.
19 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 preplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 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 and maintained. Soil and waste
analysis records shall be kept for five 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.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 8

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Mag IV, Melville I & 11, Dell, DM Section I Site 4
Ownerl Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established 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 storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: Ironside Investment Management LLC
(please print)
Signature: Date:
Name of Manager (If differ nt from ulbert
Signature:—�::>�7 :1M Date:
U�
Name of Technical Specialist: (please print): AJ Linton
Affiliation: Murphy Family Ventures LLC
Address (Agency): P.O.Box1139
Wallace, NC 28466
Signature: Date:
NUP Page 9

ANIMAL WASTE UTILIZATION AGREEMEN
(Needed only if additional land has to be leased, etc.)
1,�SM A-�50(-:,Je-5 hereby give Tf,(Dy\:S;k -TY\Uf-64MeVJf- PU /77
permission to apply animal wa;te from his Waste Utilization System on 5-� acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: 1A U, C, (1--e Date:
Waste Producer:
Date:
Technical Representative: aw Date:
SWCD Representative:
Date:
�-/-/ -3
'? - /- 1-3
Term of Agreement: 20 13 to 3�py6vler �20�_�3
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
NUP Page 10

vu�> ?,J-7�
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
1, -�YM 0 i"'s O-F 6)e- 0; ' )Aereby give hie lif- 11161�
permission to apply animal wa;te from his Waste Utilization System on 9�// b acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: 'r" J)Mf��IIVJ Date:
Waste Producer: Date:
Date:
Technical Representative:
SWCD Representative: Date:
Term of Agreement: vi?ln4v, J 20_i
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

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NOT TO SCALE
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4400 TRACT SPRAY FIELD LOCATJON,�
P. 0. �X J09 AIAGNOUA V
NMtH �WUNA 28453 MAG IV, MELVILLE 1&2, DELL FARM,
PHONE : (910) 293 - 4047
FARMS D7MFARMS SECT. I SITE 4

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4750 Waycross Rd - Google Maps
Go,�gle Maps 4750 Waycross Rd
Magnolia 4, Melville I & 11, Dell, DIM Section I Site 4
Imagery @2019 Google, Map data @2019 Google 200 ft 1 -- I �
4750 Waycross Rd
Magnolia, NC 28453
Photos
https:ll�.google.com/maps/place/4750+Waycross+Rd,+Magnolia,+NC+28453/@34.8630998,-78.1902329,893m/data=!3mi ile3!4m5!3m4!1 sOx89... 1/2

Facility: Melville 1 #2381
Phone Number:
911 Address:
Directions to Farm:
910-532-2321
4750 WAYCROSS ROAD Magnolia NC 28453
TAKE HIGHWAY 903 WEST FROM MAGNOLIA. 5 1/2 MILES FROM STOP LIGHT IN MAGNOLIA, TURN RIGHT ON HIGHWAY 1120.
PROCEES APPROXIMATELY 2 MILES CROSSING THE DUPLIN, SAMPSON COUNTY LINE. THE ROAD NUMBER WILL CHANGE
TO SAMPSON COUNTY SR 1943. CONTINUE ON THROUGH WAYCROSS ABOUT 1/2 MILE. THE ENTRANCE TO MELVILLE 1 AND
MELVILLE 2 WILL BE ON THE LEFT ACROSS THE ROAD FROM THE DELL FARM. MELVILLE 1 IS THE FIRST FARM ON LEFT.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Eric Short
2) Tonya Branson
Office Mobile# Horne#
[phone] [phone] [phone]
[phone]
3) Kendall Huffman
[phone]
[phone]
4) AJ. Linton
[phone]
[phone]
5) Larry Matthis Jr.
[phone] [phone]
[phone]
6) Greg Wulf
[phone]
[phone]
7) Terry Tate
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels
# of sows off feed in 1 day -
# of aborts in 2 day period -
# of aborts in I week -
Weekly Stillborn % -
Weekly PWM -
Sow Mortality -
Sow Herd Size
PZA [sit,
WON]
7200
4400
>10% in one location ( barn, row, or room
3 5 7 6
6
10
16
12
10%
10%
10%
10%
20%
20%
20%
20%
10%
10%
10%
10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Eric Short
2) Mike Hall
3) Doug Norris
4) Clifton Ball
Office Mobile# Home#
[phone] [phone] [phone]
910-271-1050
910-385-4894
252-286-8616
5) Larry Matthis Jr. [phone] [phone] [phone]
6) Greg Wulf [phone] [phone]
7) Terry Tate [phone] [phone]
Return to the top of the list and start again until someone is contacted.

Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Eric Short
2) Larry Matthis Jr.
3) Mike Brown
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital - Duplin
8) (Area) Clinic - Dr. Ricci
9) Poison Control
10) Highway Patrol
Location of main electrical shut off:
Location of main gas shut off:
N/A
Office Mobile# Home#
[phone] 10) 284-0301 [phone]
[phone] [phone] [phone]
[phone] [phone]
911
911
911
[phone]
[phone]
[phone]
[phone]
End of barns at backi
Electric Company: Four County Phone#: [phone]
Account/Meter#: 24516 22995

Facility: Melville 2 #2382
Phone Number:
911 Address:
Directions to Farm:
910-532-2369
4754 WAYCROSS ROAD Magnolia NC 28453
TAKE HIGHWAY 903 WEST FROM MAGNOLIA. 5 1/2 MILES FROM STOP LIGHT IN MAGNOLIA, TURN RIGHT ON HIGHWAY 1120.
PROCEED APPROXIMATELY 2 MILES CROSSING THE DUPLIN, SAMPSON COUNTY LINE. THE ROAD NUMBER WILL CHANGE TO
SAMPSON COUNTY SR 1943. CONTINUE ON THROUGH WAYCROSS ABOUT 1/2 MILE. THE ENTRANCE TO MELVILLE I AND
MELVILLE 2 WILL BE ON THE LEFT ACROSS THE ROAD FROM THE DELL FARM. MELVILLE 2 IS THE SECOND FARM ON LEFT.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office
Mobile#
Horne#
1) Eric Short
[phone]
[phone]
[phone]
2) Tonya Branson
[phone]
3) Kendall Huffman
[phone]
[phone]
4) A.J. Linton
[phone]
[phone]
5) Larry Matthis Jr.
[phone]
[phone]
[phone]
6) Greg Wulf
[phone]
[phone]
7) Terry Tate
[phone]
[phone]
Return to the top of the list and start again
until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels
# of sows off feed in I day -
# of aborts in 2 day period -
# of aborts in 1 week -
Weekly Stillborn % -
Sow Herd Size
2400
OIL$:
7200
U151111f,
>10% in one location ( barn, row, or room
3 5 7 6
6 10 16 12
10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Eric Short
2) Mike Hall
3) Doug Norris
4) Clifton Ball
Office Mobile# Home#
[phone] 10) 284-0301 [phone]
910-271-1050
252-286-8616
5) Larry Matthis Jr. 1910) 289-7298 [phone] [phone]
6) Greg Wulf [phone] [phone]
7) Terry Tate [phone] [phone]
Return to the top of the list and start again until someone is contacted.

Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Eric Short
2) Larry Matthis Jr.
3) Mike Brown
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital - Duplin
8) (Area) Clinic - Dr. Ricci
9) Poison Control
10) Highway Patrol
Location of main electrical shut off:
Location of main gas shut off: N/A
Electric Company: FOUR COUNTY EMC
Account/Meter#: 28486
Office Mobile# Home#
[phone] 10) 284-0301 [phone]
[phone] [phone] [phone]
[phone] [phone]
911
911
911
[phone]
[phone]
[phone]
[phone]
Back end of barns
Phone#: [phone]

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters 0 Accumulation of solids
5KFlush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
3� Remove bridging of accumulated solids at
Lagoons and pits 0 Crusted solids �YMaintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative e Decaying vegetation Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
13 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page I

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed 13 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter striDs around feed storaize as needed
Animal holding areas e Accumulations of animal 13 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to min�mze accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal 11 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
[3 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
ANHC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead 6 Swine production
Vegetative or wooded buffers
1�r Recommended best management practices
13 Good judgment and common sense
Animal body 0 Dirty manure -covered 5 Dry floors
surfaces animals
Floor surfaces 0 Wet manure -covered floors C3r Slotted floors
9' Waterers located over slotted floors
9 Feeders at high end of solid floors
Ci Scrape manure buildup from floors
C3 Underfloor ventilation for drying
Manure collection Urine 9f Frequent manure removal by flush, pit recharge,
pits 0 Partial microbial or scrape
decomposition 13 Underfloor ventilation
Ventilation exhaust 0 Volatile gases 9' Fan maintenance
fans 0 Dust S'Efficient air movement
Indoor surfaces Dust 9' Washdown between groups of animals
0 Feed additives
C3 Feeder covers
13 Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon 13 Flush tank covers
liquid while tanks are filling C3 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BAVs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon D Extend recharge fines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations Agitation during sump tank 13 Sump tank covers
filling and drawdown
Outside drain Agitation during wastewater C3 Box covers
collection or junction conveyance
boxes
End of drainpipes 9 Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions S�Proper lagoon liquid capacity
• Biological mixing 9-11correct lagoon startup procedures
• Agitation 13 Minimum surface area -to -volume ratio
Er Minimum agitation when pumping
13 Mechanical aeration
0 Proven biological additives
Irrigation sprinkler Ifigh pressure agitation DrIrrigate on dry days with little or no wind
nozzles Wind drift 9Y Minimum recommended operating pressure
fg/Purnp intake near lagoon liquid surface
13 Pump from second -stage lagoon
Storage tank or 0 Partial microbial
basin surface decomposition
• Mixing while filling
• Agitation when emptying
13 Bottom or midlevel loading
D Tank covers
11 Basin surface mats of solids
13 Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BY[Ps to Minimize Odor Site Specific Practices
Settling basin surface * Partial microbial 13 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or 0 Agitation when spreading C3 Soil injection of slurry/sludges
sludge spreader 9 Volatile gas emissions 0 Wash residual manure from spreader after use
outlets C3 Proven biological additives or oxidants
Uncovered manure, * Volatile gas emissions while C3 Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces 0 Spread in thin uniform layers for rapid drying
13 Proven biological additives or oxidants
Dead animals Carcass decomposition 0 Proper disposition of carcasses
Dead animal disposal 9 Carcass decomposition C3 Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators a Incomplete combustion 0 Secondary stack burners
Standing water 0 Improper drainage 9' Grade and landscape such that water drains away
around facilities 0 Microbial decomposition of from facilities
organic matter
Manure tracked onto * Poorly maintained access O'��arm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

Additional Information: Available From:
Swine Manure Management; ' 0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 'NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC - November 11, 1996, page 4

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.1 06-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
MF-I Rendering at a rendering plant licensed under G.S. 106-168.7.
F] F-1 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarlan� would make possible
El El 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
F1 Mass mortality plans are req uired 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 guidanc6.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
In the event of imminent threat of a disease emergerIcy, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4. -
Agnature of Farm Owner/Manager
Signature of Technical Specialist
'? —15--li
Date
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
M00202041513

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
I . settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert,
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be insoected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
1
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in thEy amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lbgoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
M00202041515

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
'summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
MO0202041516 1

0 proper lagoon sizing,
a mechanical solids separation of flushed waste,
0 gravity settling of flushed waste solids in an appropriately designed basin, or
0 minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would youir lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the, synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
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.
!'qO020204.Z 517

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
M002020415-18

MQ8 q
2 STAGE WASTE LAGOON DESIGN
Operator: FARMS
.;ounty: =—=========================>SAMPSON
Date:
8/15/94
Dist.to nearest residence (other than owner): =======>2000+ ft.
sows (farrow to finish):===================>
sows (farrow to feeder):
head (finishing only):
1000
sows (farrow to wean):===================>
4652
head (wean tofeeder):
300
Ave. Live Weight for other operations (lbs.): >
Storage volume for sl u d g e accu m. (cu. ft.1lb.): = >
Treatment Volume (min. 1 cu. ft./lb.): = >
1.0
25 Year — 24 Hour Rainfall (in.): ========= =====>
7.0
Rainfall in excess of evaporation (in.): >
7.0
Drainage area of buildings & lots (sq. ft.): >
Volume of wash water (gallons/day): ===========>
Temporary storage period (days):=============>
180
Side slopes (inside lagoon): = = = = = = = = = = = = = = = = >
3.0 : 1
Seasonal high water table(SHWT) elev, ft): = = = = = = = = >
87.0
PRIMARY STAGE (Permanent Trmt + Sludge Accum + Storm Storage)
'nside top length ft): 1050.0
iside top width ft): 276.0
Top of dike elevation (ft.): 102.0
Bottom of lagoon elevation ft): > 91.0
Freeboard ft): 1.7
Connector Pipe Invert: 100.3
Required PERMANENT storage vol.: =====> 2,158,316cu.ft.
**1 ST STG. VOL O.K.**
Actual design PERMANENT storage vol.: ===> 2,241,211 cu.ft.
103.84%
*'???* Is the intent to store all of the 25 yr/24 hr storm in the 2nd
stage or in both stages? (1 =2nd stage, 2=both stages) = >
1
Required STORM Storage volume: ======> 0 cu. ft.
Actual design STORM Storage volume: = = = =-1 0 cu. ft.
(design volume is below freeboard)
Total Required PRIMARY Stage Volume: > 2,158,316 cu. ft.
**TOTAL STOR. 0. K.
Total Design PRIMARY Stage Volume: > 2,241,211 cu. ft.
103.84%

2 STAGE WASTE LAGOON DESIGN
Oper: DM FARMS County: SAMPSON Date: 8/15/94
Distance to nearest residence (other than owner): 2000+ feet
1 - AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
1000 head (finishing only) x 135 lbs. 135,000 lbs
4652 sows (farrow to wean) x 433 lbs. 2,014,316 lbs
300 head (wean to feeder) x 30 lbs. 9,000 lbs
Describe other
0
Total Average Live Weight 2,158,316 lbs
***** 2. PRIMARY STAGE *****
2a. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 2,158,316 lbs. ALW x Treatment Volume(CF)/Ib. ALW
j Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 2,158,316 cubic feet
2b. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
2c. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike primary stage)
(Length * Width of primary stage)
1050.0 276.0 289,800 square feet
Volume of 25 year — 24 hour storm (PRIMARY STAGE)
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 169,050 cubic feet

I tMI-JUHARY STORAGE = Waste Production + Wash Water + Rainfall Excess
STORM STORAGE = 25 Year/24 Hour storm
Inside top length ft):
440.0
nsidetopwidth ft):
440.0
Top of dike elevation ft):
99.0
Bottom of lagoon elevation ft):
91.0
Freeboard ft):
1.0
Stop pumping elevation (> or = to 87.0 ft.SHWT)>
92.5
Required TEMPORARY Storage volume: = = > 640,009 cu. ft.
Actual design TEMPORARY Storage volume:=> 664,431 cu. ft.
(design volume is below Storm Storage)
Start pumping elevation: ==== = =>
96.4
Required STORM Storage volume: > 281,983 cu. ft.
Actual design STORM Storage volume: > 294,753 cu. ft.
(design volume is below Freeboard)
"TEMP. STOR. O.K.**
103.82%
**STORM STOR. O.K.**
104.53%

2d. DESIGNED PRIMARY STAGE VOLUME
Inside top length (feet) -----------------
1050.0
Inside top width (feet) ------------------
276.0
Top of dike elevation (feet) - - - - - - - - - -
- - - - - - 102.0
Bottom of lagoon elevation (feet) - - - - - - -
- - - - - 91.0
Freeboard (feet) - - - - - - - - - - - - - - - -
- - - - - 1.7
Side slopes (inside lagoon) - - - - - - - - - -
- - - - - 3.0 : 1
Connector Pipe Invert (feet) - - - - - - - - - -
- - - - - 100.3
Total design PERMANENT STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 1039.8 265.8 9.3
AREA OF TOP
LEN * WIDTH = 1039.8 ; 265.8
AREA OF BOTTOM
LEN * WIDTH = 984.0 210.0
AREA OF MIDSECTION
LEN. *WID*4 = 1011.9 237.9
276,379 (AREA OF TOP)
206,640 (AREA OF BOTTOM)
962,924 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
276,379 962,924 206,640 1,6
Total Designed PERMANENT Volume Available in Primary Stage= 2,241,211 CU. FT.
Total design STORM STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 1039.8 265.8 0.0
AREA OF TOP
LEN * WIDTH = 1039.8 265.8 276,379 (AREA OF TOP)
AREA OF BOTTOM
LEN WIDTH 1039.8 265.8 276,379 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. WID * 4 1039.8 265.8 1. 105,515 (AREA OF MIDSEC. * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
276,379 1,105,515 276,379 0.0
Total Designed.STORM Volume Available in First Stage= 0 CU, FT.

***** 3. SECOND STAGE *****
TEMPORARY STORAGE REQUIRED
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW >
Volume= 2,158,316 lbs.ALW/135[bs.ALW * 1.37gal/day*
Volume = 3,942,524 gals. or 527,075 cubic feet
3B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 3A.
Volume = 0 gallons/day
Volume = 0 cubic feet
3C. Volume of rainfall in excess of evaporation
DRAINAGE AREA:
— Lagoon (top of dike second stage)
(Length * Width of second stage)
440.0 440.0
Buildings (roof and lot water)
0 square feet
1.37
180 days
180 days storage/7.48 gallons per CF
193,600 square feet
Describe this area.
TOTAL DRAIN, AREA = 193,600 square feet
Design temporary storage period to be 180 days.
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 112,933 cubic feet
3D. Volume of 25 year — 24 hour storm (SECOND STAGE)
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 112,933 cubic feet
TOTAL REQUIRED SECOND STAGE STORAGE
3A. 527,075 cubic feet — waste production
3B. 0 cubic feet — wash water
3C. 112,933 cubic feet — rainfall excess (both stages)
3D. 112,933 cubic feet — 25 yr/24 hr storm (second stage)
TOTAL 752,942 cubic feet

3e. DESIGNED SECOND STAGE VOLUME
Inside top length (feet) -----------------
Inside top width (feet) ------------------
Top of dike elevation (feet) - - - - - - - - - - - - - - -
Start Pump elevation (feet) - - - - - - - - - - - - - - -
End Pump elevation (feet) - - - - - - - - - - - - - - -
Bottom of lagoon elevation (feet) - - - - - - - - - - - -
Freeboard (feet) - - - - - - - - - - - - - - - - - - - - -
Side slopes (inside lagoon) - - - - - - - - - - - - - - -
440.0
440.0
99.0
96.4
92.5
91.0
1.0
3.0 : I
Total design TEMPORARY STORAGE volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 424.4 424.4 3.9
AREA OF TOP
LEN * WIDTH = 424.4 424A 180,115, (AREA OF TOP)
AREA OF BOTTOM
LEN * WIDTH = 401.0 401.0
AREA OF MIDSECTION
LEN. *WID*4 = 412.7 412,7
160,801 (AREA OF BOTTOM)
681,285 (AREA OF MI DSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
180,115 681,285 160,801 0.7
Total Designed TEMPORARY Volume Available in Second Stage= 664,431 CU. FT.
Total design STORM STORAGE volume using prismoidal formula:
SS/ENDI SS/END2 SSISIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 434.0 434.0 1.6
AREA OF TOP
LEN * WIDTH = 434.0 434,0 188,356 (AREA OF TOP)
AREA OF BOTTOM
LEN * WIDTH = 424.4 424,4 180,115 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. *WID*4 429.2 429.2 736,851 (AREA OF MIDSEC. * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
188,356 736,851
180,115 0.3
Total Designed STORM Volume Available in Second Stage= 294,753 CU. FT.

Total design volume using prismoldal formula:
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 434.0 434.0 7.0
AREA OF TOP
LEN * WIDTH = 434.0 434.0 188,356 (AREA OF TOP)
AREA OF BOTTOM
LEN * WIDTH = 392.0 392.0 153,664 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. *WID*4 413.0 413.0 682,276 (AREA OF MIDSEC. * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
188,356 . 682,276 153,664 1.2
Total Design Volume Available in Second Stage= 1,195,012 CU. FT,

Temporary storage period - - - - - - - - - - - - - - -
180 days
Rainfall in excess of evaporation - - - - - - - - - - - -
7.0 inches
25 year - 24 hour rainfall - - - - - - - - - - - - - - -
- 7.0 inches
Side slopes - - - - - - - - - - - - - - - - - - - - - - -
3.0 : I
Seasonal high watertable elevation (SHWT) - - - - - -
87.0 feet
PRIMARY STAGE
Inside top length - - - - - - - - - - - - - - - - - - - --
1050.0 f eet
Inside top width - - - - - - - - - - - - - - - - - - - - -
276. 0 feet
Top of dike elevation - - - - - - - - - - - - - - - - - -
102.0 feet
Bottom of lagoon elevation - - - - - - - - - - - - - - -
91.0 feet
Freeboard - - - - - - - - - - - - - - - - - - - - - - - -
1.7 feet
Connector Pipe Invert - - - - - - - - - - - - - - - - - -
100.3 feet
The design intent is to store the 25 yr/24 hr storm in the 2nd stage only
Required PERMANENT storage volume - - - - - - - -
2,158,316 cu. ft.
Actual design PERMANENT storage volume - - - - - -
2,241,211 cu. ft.
Required STORM Storage volume - - - - - - - - - -
0 cu. ft,
Actual design STORM Storage volume - - - - - - - - -
0 cu. ft.
Total Required Storage Volume - - - - - - - - - - - - -
2,158,316 cu. ft.
Total Actual Design Storage Volume - - - - - - - - - -
2,241,211 cu. ft.
Min. thickness of soil liner when required - - - - - - --
1.6 feet
SECOND STAGE
Inside top length - - - - - - - - - - - - - - - - - - - --
440.0 feet
Inside top width - - - - - - - - - - - - - - - - - - - - -
440.0 feet
Top of dike elevation - - - - - - - - - - - - - - - - - -
99.0 feet
Bottom of lagoon elevation - - - - - - - - - - - - - - -
91.0 feet
Freeboard - - - - - - - - - - - - - - - - - - - - - - - -
1.0 foot
Stop pumping elevation (> or = 87.0 ft. SHWT)
92.5 feet
Required TEMPORARY Storage volume - - - - - - - -
640,009 cu. ft.
Actual design TEMPORARY Storage volume - - - - - -
664,431 cu. ft.
Start pumping elevation - - - - - - - - - - - - - - - - -
96.4 feet
Required STORM Storage volume - - - - - - - - - - -
281,983 cu. ft.
Actual design STORM Storage volume - - - - - - - - -
294,753 cu. ft.
Total Required Storage Volume - - - - - - - - - - - --
752,942 cu. ft.
Total Actual Design Storage Volume - - - - - - - - - -
1,195,012 cu. ft.
Min. thickness of soil liner when required - - - - - - --
1.5 feet
7. DESIGNED BY: k" e6UAPPROVED BY: V �
DATE: ell5l'?17z DATE: 6/1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MAG4
Longitude = 78'12'40" Latitude 4'52' 10"
West side of S.R. 1944
Approximate Dimensions Stage I 1050'X 27C
Calculated Stage 1 Volume @ Top 2,53 1,011 cf
Calculated Stage I Volume @ 12" Freeboard 2,241,211 cf
Approximate Dimensions Stage 22 440� X 440'
Calculated Stage 2 Volume @ Top 1,388,612cf
Calculated Stage 2 Volume @ 12"Freeboard 1,195,012ef
Est. Volume of Waste Water produced/day = 2784 cf/day
Est. Volume of Recycle Water in/day = 11979 cf/day
DELL
Longitude = 78'11'58" Latitude = 34'51' 26"
East side of 1943
Approximate Dimensions 55O� X 294�
Calculated Volume @ Top 1,591,108cf
Calculated Volume @ 12" Freeboard 1,43 )2,420ef
Est. Volume of Waste Water produced/day = 1121 cf/day
Est. Volume of Recycle Water in/day = 4i78 cf/day
MELVILLE #1
Longitude = 78'11'34" Latitude = 14051'55"
West side of 1943
Approximate Dimensions 700' X 3 17'
Calculated Volume @ Top 1,898,457cf
Calculated Volume @ 12" Freeboard 1,676,582cf
Est. Volume of Waste Water produced/day = 1121 cf/day
Est. Volume of Recycle Water in/day = 4278 cf/day
MELVILLE #2
Longitude = 78'1 F3 8" Latitude = 3405 F3 8"
West side of 1943
Approximate Dimensions 580' X 241'
Calculated Volume @ Top 893,289cf
Calculated Volume @ 12" Freeboard 753,696cf
Est. Volume of Waste Water produced/day = 1121 cf/day
Est. Volume of Recycle Water in/day =.4278 cf/day

SECTION # I SITE # 4
Longitude= 78010�54" Latitude = '34'52'03-
East side of 1943
Approximate Dimensions 5JO'X 380'
Calculated Volume @ Top 1,90J,760cf
Calculated Volume @ 12" Freeboard 1,702,360ef
Est. Volume of Waste Water produced/day = 1451 cf/day
Est. Volume of Recycle Water in/day = 2567 cf/da-,

FAFM NAME: -DATE: 06/19/96
OF ANIMALS DONE BY: WGS
FINISHER 8568
NURSERY 0
sows 0
%OF
STORAGE VOL
REQUIRED
ACTUAL
REQUIRED
DEPTH
I
FEA PMENT =
I
1156680
700.00%
R64
STORIM
138672
138672
1 00.00P/,
0.70
TEMPORARY =
411896
381230,
92.55%
2.01
TOTAL USEABLE VOL
1707248
1676582
98.200/.
11.35
DAYS OF TEMPORARY STORAGE:
DEPTH OF SLUDGE:
167
m
Lu..
THE ACTUAL VOI - WES IDSPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 1676079

FARM NAME:—
" XAM ... LS
IV ut- Im IvIm Z�
F.' lr'vll 3 H E 101
NURSERY
sows
STORAGE VOL
TREATMENT
STORM
TEMPORARY=
TOTAL USEABLE VOL
M,-Ixdllo #2
OA-71)
0
0
DATE- 06/19/96
DONE BY: WGS
REQUIRED
495720
ACTUAL
495720
%OF
REQUIRED
100.0(r-/.
DEPTH
5.90
87246
87246
100.000/.
0.72
202487
1707301
64.32'-/.
1.50
785453
753696
95.W/,
8.11
DAYS OF TEMPORARY STORAGE:
DEPTH OF SLUDGE:
152
111
NO TE: THE ACTUALVO LUMI ES "' SPLAYED 0 N THIS S HE ET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS -
THE TOTAL VOLUME CALCULATED USING DCA = 753489

PROPOSED MELVILLE SITE #1
ANIMALS (FINISHER) 0 14,wSeS FL*Are'P F%&K 4n-F-'&t
STORAGE VOL
REQUIRED
ACTUAL
% OF
REQUIRED
DEPTH
TREATMENT
1.156,680
1,156,680
100.00%
8.64
STORM
138,672
138,672
100.OD%
0.70
TEMPORARY
411,896
381,230
92.55%
2.01
TOTAL USEABLE
VOLUME
1,707,248
1,676,582
98.207
11.35
DAYS OF TEMPORARY STORAGE: 167
I
EXISTING MELVILLE SITE #1
6120 ANIMALS (FINISHER)
STORAGE VOL
REQUIRED
ACTUAL
% OF
REQUIRED
DEPTH
TREATMENT
826.200
826,200
100.00%
6.73
STORM
138.672
138,672
100.00%
0.70
TEMPORARY
331,191
711,710
214.89%
3.92
TOTAL USEABLE
VOLUME
1,296,063
1,676,582
129.36%
8.11
DAYS OF TEMPORARY STORAGE: 387
MAGNETIC NORTH

a
6�-r-A S%TeS �1 4j4?,AF- FArAfA A�O
CO)AM&AJ t?.jW&jWjaoJ SJ5TetA
4� LA66w.1 F!CTP�Frr Vf,-& kD.
rcu�&. tzso4f�15
COAAWP,PaT
i r - - - - - - - -
MELVILLE SITE #1
I I SCALE: 1 " = 300'
MELVILLE SITE #2

E==
E==
I
0
Z:
U
LLJ
AFF�,
r\
EXISTING MELVILLE SITE #2
6120 ANIMALS (FINISHER)
STORAGE VOL
REQUIRED
ACTUAL
% OF
REQUIRED
DEPTH
TREATMENT
826,200
753,696
91.22%
8.11
STORM
87,246
0
0.00%
0.00
TEMPORARY
283,193
0
0.00%
0.00
TOTAL USEABLE
VOLUME
1,196,639
I
1 753,696
1 62.98%
8.11
DAYS OF TEMPORARY STORAGE: 0
PROPOSED MELVILLE SITE #2
3672 ANIMALS (FINISHER) 2 j4ow$,GD 'To S�.r-e A I
STORAGE VOL
� REQUIRED
ACTUAL
% OF
REQUIRED
DEPTH
TREATMENT
495,720
495,720
100.00%
5.90
STORM
87,246
87,246
100.00%
0.72
TEMPORARY
202,487
170,730
84,32%
1.50
TOTAL USEABLE
VOLUME
785,453
753,696
95.96%
8.11
DAYS OF TEMPORARY STORAGE: 152
IN

Grower: DM Farms [phone] Designed By: JWR
Address: 4881 Waycross Road Checked By: JES
Countv: Magnolia, NC 28453 Date: 08/22/97
Sampson Sheet 1 of 7
FARM INFORMATION ANAEROBIC WASTE LAGOON DES[
IFarm Population:
Nursery:
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
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
NotApplicable
-------------------
-------------------
-------------------
0
6120 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — — Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — — N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — — y
Is Drain Tile Req'd to Lower SHVVT? (Y/N) — — — — — — — — — — N
Seasonal High Water Table Elev: — — — — — — — — — — — — — — — — — — —
94.50 Ft.
Freeboard: — — — — — — — — — — — — — — — — — — —
1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
0
Top of Storm / Spillway Buffer: Not Applicable
0
Side Slopes: — — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Press ALT—C to Download
contour areas see sheet 2 of 7 ..
Top of Dike Elevation: — — — — — — — — — — — — — — — — — — — 103.40 Ft.
Finished Bottom Elevation- — — — — — — — — — — — — — — — — — — — 91.50 Ft.
Start Pump Elevation: — — — — — — — — — — — — — — — — — — — 101.60 Ft.
Stop Pump Elevation: — — — — — — — — — — — — — — — — — — 98.40 Ft.
LAGOONVOLUME REQUIREDVOL. DESIGNVOLUMES —%REQ'D.
Storm Stor =
Temporary=
Permanent =
otai voiume =
101096 (Cu.Ft.)
428665 (Cu.Ft.)
826200 (Cu.Ft ' )
355,961 (Cu.Ft.) 1,
123,892 (Cu.Ft.) 122.55%
464,807 (Cu.Ft.) 108.43%
843,720 (Cu.Ft.) 102.12%
1 U5.64%
Min. Required Liner Thickness — — — — — — — — — — — — — — — — — — — **
Lagoon Surface Area: (Inside TOD) — — — — — — — — — — — — — — — — — — — 161,753 S.F.
"Liner shall be equal to the 40 Mil GSE HDPE Liner as manufactured by GSE Lining
Technology, Inc., Houston, Texas.
urphy Family Farms Engineering A 0. Box 759, Rose Hill NC 2840 (910) 289-21

Address: 4881 Waycross Road
Magnolia, NC 28453
County: Sampson
Checked By: JES
Date: 08/22/97
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
91.50
107,221
92.00
109,322
54,136
54,136
93.00
113,575
111,449
165,584
94.00
117,895
115,735
281,319
95.00
122,281
120,088
401,407
96.00
126,734
124,508
525,915
97.00
131,253
128,994
654,908
98.00
135,839
133,546
788,454
99.00
140,492
138,166
926,620
100.00
145,211
142,852
1,069,471
101.00
149,996
147,604
1,217,075
102.00
154,848
152,422
1,369,497
103.00
159,767
157,308
1,526,804
103.40
161,753
64,304
11,591,11013
calculated usinq the vertical averaae end area
tNU F�UMF = = = = > 98.40 FT 843,720 CF TR'MT 843,720 102.12%
START PUMP = = = > 101.60 FT 1,308,528 CIF TEMP 464,807 108.43%
MAX STORAGE = = > 102.40 FT 1,432,420 CF STORM 123,892 122.55%
Murphy Family Faims Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

rAddress: 4881 Waycross Road
Magnolia, NC 28453
C Cou tX
ounty: Sampson
M INIMUM REQt
Required Treatment Volume:
VOLUME
Checked By:
Date:
LATIO
JES
08/22/97
7
LAninj I al�ape Capacity ALW * (cu.ft./lb) -T-ot7ai
Nurse
0
30
1.00
0
Finishin
Farrow to weanling
6,120
0
135
433
1.00
1.00
826,200
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1, 17
1 fv)
Boars
0
A^^
I WL�I IIV4UjJWU I IVCLLIIIUIIL VUJUMU tCU. TI.)= t525,200
Sludge Stora e Volume:
� � q:: i::::
Nurse
0
30
0.00
Finishin
6,120
135
0.00
Farrow to weanlin
0
433
0.00
Farrow to feeder
0
522
0.00
Farrow to finish
0
1,417
0.00
Boars
0
400
0.000
0
"u4u 1 uu IDIUUYtJ OLUI UYU Volume (CU. Tt.) 0
Temporary Storage Volume:
Manure Production:
FP G imal Type al? eno gas - ay = ota
ursery
80
0.30
0
i
FFinishing
F r
arrow to we li
12
80
80
1.37
4.39
1,509,192
0
Fa—rrowto feeder
80
5.30
0
Farrow to finish
80
A A ^8
0
.Boars
4.061
0
i vidi Manure Froducuon (gais.) = 1,509,192
Total Manure Production (cu.ft.)= 201,764
Excess Fresh Water:
lAnimal Tvr)e Car)aci!y * Sto. Period * (Qals/Hd. Tota
Nurse
0
180
0.20
0
Finishing
Farrow to weanling
6,120
0
180
180
0.90
991,440
Farrow to feeder
0
180
Farrow to finish
n
I Pr)
Boars
—01
1801
2.70
0
j oiaj t-resh Water Excess (gais.) = 991,440
Total Fresh Water Excess (cu.ft.)= 132,545
Murphy Family Fa 7;ns Engineering P.O. BOX 759, Rose Hill IVC 28458 (910)
I I

Address: 4881 Waycross Road
Magnolia, NC 28453
Temporary Storage Volume: (Cont.
Checked By: JES
Date: 08/22/97
Rainfall in Excess of Evaporation:
Vol.= (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (161753 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 94,356
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft,
Vol. = (161753 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) 101,096
"Heavy Rain" Storage:
Vol,= (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft,
Vol. = (161753 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft,
Total Required Volume for mHeavy Rain" (cu.ft.) 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") 101,096 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) 428,665 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 826,200 (CU. FT)
TOTAL REQUIREDVOLUME= 1355961 (CU.FT.)
Family FaNns Engineering P� 0. Box 759, Rose Hill NC 28458 [phone]

Address: 4881 Waycross Road
Magnolia, NC 28453
LAGOON DESIGN SUMMARY
Checked By: JES
Date: 08/22/97
Top of Dike Elevation - - - - - - - - - - - - - - - - - - -
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr 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 - - - - - - - - - - - - - - - - - - -
Min. Liner Thickness (if required) - - - - - - - - --- - - - - - - - - -
Freeboard Depth - - - - - - - - - - - - - - - - - - -
Temporary Storage Period - - - - - - - - - - - - - - - - - - -
tA
103.40 FT.
Not Applicable
102.40 FT.
Not Applicable
101.60 FT.
98.40 FT,
Not Applicable
94.50 FT.
91.50 FT.
Not Applicable
Not Applicable
3:1 H:V
161,753 SF
1.00 FT.
180 Days
TOTAL DESIGN VOLUME= 1432420 (CU.FT.)
"Liner shall be equal to the 40 Mil GSE HDPE Liner as manufactured by GSE Lining
Technology, Inc., Houston, Texas.
Zone Depths:
Treatment / Sludge Storage Zone Depth - - - - - - - - - - - 6.9 FT.
Temporary Storage Zone Depth - - - - - - - - - - - 3.2 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 1.8 FT.
Total Lagoon Depth - - - - - - - - - - - 11 4-r-7
Murphy Family Farms
759, Rose Hill NC

4
Address: 4831 Waycross Road
Magnolia, NC 28453 Checked By: JES
County: Sampson Date: 08/22/97
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 103.40
TOP OF STORM ELEV = 102.40
STRT PMP EL. = 101.60 TOP OF TEMP STORAGE ELEV = 101.60
END PMP EL. = 98.40 TOP OF TREAT ELEV = 98.40 SHWT 94.50
FINISHED BOTTOM ELEV = 91.50
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-72-1-171A

Address: 4881 Waycross'Road Chec ked By: JES
Magnolia, NC 28453 Date:
08/22/97
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.
DESIGNED
DATE:
COMMENTS:
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Farms Engineering P. 0. Box 759, Rose Hill NC 28458 (W0289-2111

p � tor.DM Farms SIS4 County: Sampson Date: 04/07/95
istance to nearest residence (other than owner): 2000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
0
lbs
7920
head
(finishing
only)
x
135
lbs.
1069200
lbs
0
sows
(farrow to
wean)
x
433
lbs.
0
lbs
0
head
(wean to feeder)
X
30
lbs.
0
lbs
Describe other u
0
Total Average Live Weight = 1069200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW I CF/lb. ALW
Volume = 1069200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 530.0
Inside top width (feet) ---------------------- 380.0
Top of dike elevation (feet) ----------------- 110.7
Bottom of lagoon elevation (feet) ------------ 99.7
Fr2eboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : I
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. (A 3.0 3.0 524.0 374.0 10.0
AREA OF TOP,
LENGTH * wii)'m
524.0 374.0
AREA OF BOTTOM
LENGTH * WIDTH mr.
464.0 314.0
195976 (AREA OF TOP)
145696 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * I,
494.0 344. 0 679744 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP d- (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
195976.0 679744.0 145696. Q) 1.7
Total Designed Volume Available = 1702360 CU. FT.

I 'EMPORARY STORAGE REQUIRED
DRAINAGE AREM
Lagoon (top of dike)
Length * Width =
530.0 380.0 201400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 201400.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
B" )olume of wash water,
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 117483.3 cubic feet

D! Yolume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 117483.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
261106
cubic
feet
5B.
0
cubic
feet
5C.
117483
cubic
feet
5D.
117483
cubic
feet
TOTAL 496073 cubic feet
SUMMARY
Temporary storage period====================)
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year — 24 hour
7.0
inches
1.0
feet
Side
3.0
: I
Inside top
530.0
feet
Inside top
380.0
feet
Top of dike
110.7
feet
Bottom of lagoon elevation==================>
99.7
feet
Total required volume=======================>
1565273
cu. ft.
Actual design
1702360
cu. ft.
Seasonal high watertable elevation (SHWT)===>
106.3
feet
Stop pumping
106.4
feet
Must be > or = to the SHWT elev.==========>
106.3
feK
Must be ) or = to min. req. treatment el,=>
105.7
feet
Required minimum treatment volump===========>
1069200
cu. ft.
Volume at stop pumping elevation============>
1084546
cu. ft.
Start pumping
108.7
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==>
1584B77
cu. ft�
Volume at start pumping elevation===========>
150906&
cu. ft.
Required volume to be pumped================>
378589
cu. ft.
-X
Actual volume planned to be pumped==========>
424520
cu. ft.
Min. thickness of soil liner when required1=0
1.6
feet
DESIGNED BY: APPROVED BY)()jjjjjy
&AjArk
DATE: DATE- 6/1 5/T5
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
7