310173_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Pernrittee.
1. Farm Number: 31-0173 Certificate Of Coverage Number: AWS310173
2. Facility Name: Magnolia Fawns 1&2
3. Landowner's Name (same as on the Waste Management Plan): fronside 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: alintonna,murfam.com
5. Facility's Physical Address: 865 Isham Frederick Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): A J Linton
8. Farm Manager's telephone number (include area code): 910-285-1357 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Terry G. Carter Phone No.: 9t0285=1905-
11. Lessee's Name (if there is not a Lessee, write "None"): J p h e 110 10 - S 90 -
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 740
Swine - Feeder to Finish 2,000
Swine -Farrow to Wean 7,000
OIC #: 992215
Swine Cattle Dry Poultry Other Tvues
Wean to Finish Dairy Calf Non Laying Chickens Horses -Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
MAGIPRMIARY
/4
tw.�y, t;
)/Onit
t
19.50
MAG II
i/43i 'g
�.tgg.0.(tI`
4
el
"faq.f�t✓, j"i rj
19.50
MAGI/12
/7TT
MA-131413
19,StLW,
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with thi 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), 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. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdemtgov

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 I43-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all Landowners should sign. If Landowner is a
corporation, signaturetatshould be /by a principal executive officer of the corporation): / / ,rq
Name: A_T/* / ti/n �tyY) Title: t?7vipO/iftnict/ Nit
Signature: /.I/G rf(v Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secnetory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Ironside Investment Management LLC
Magnolia Fanns 1&2
PO Box 1139
Wallace, NC 28466-1139
Subject: Application for Renewal of Coverage for Expiring State General Pennit
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 https://deq.naeov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Pennit." The application form must be completed signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310173
Murphy -Brown LLC
D �_�, North Carahus Department of Environmental Quality 1 Dicison of Water Resources
�jr' 512 N. Salisbury St. 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
isaStl" v 519.707.9000

WASTE UTILIZATION PLAN
Facility Number: 31-173
Facility COC Number: AWS310173
Facility Name: Magnolia Farms 1&2 Facility # 31-173
Landowner's Name: Ironside Investment Management LLC
Landowner's Mailing Address: PO Box 1139 Wallace, NC 28466
Facility's physical address: 865'sham Fredrick Road Magnolia, NC 28453
Type of Operation: Farrow -Wean
Number of Animals: 7,000
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
by 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
l 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 ion 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 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
77 000 animals X 3203 gallons/animal/year
22 000 animals X 191 gallons/animal/year
740 animals X 927 gallons/animal/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7�000 animals X
22 000 animals X
740 animals X
22,421,000 (amt.) waste/year.
382,000 (amt.) waste/year.
685,980 (amt.) waste/year.
1.2 lbs. PAN/animal/year = 8,400 lbs. PAN/year.
1_8 lbs. PAN/animal/year = 3,600 lbs. PAN/year.
1_8 lbs. PAN/animal/year = 1,332 lbs. PAN/year.
TOTAL 6,666
* 0.40 (FOR 1 LAGOON)
9,332.4 # PAN (Total Lbs. PAN/
year divided
by 2 * 40% + total)
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.
�tie following acreage will be needed for waste application based on the crop to be grown
_dd surface application:
*This Nis 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 yield
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

( Tract
Field
No.
WASTE UTILIZATION PLAN
Table 1: NED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Soil
Type
Per Acre Utilized Application
Mag 1&2
1
Rumford_
Bermuda
248
3.79
939.92
Mar - Sep
Mag 1&2
2,3
Leon
Bermuda
132
7.50
990.00
Mar - Sep
Mag 1&2
4-7
Foreston
Bermuda
276
13.89
3833.64
Mar - Sep
Mag 1&2
8
Foreston
Bermuda
276
2.77
764.52
Mar - Sep
Maq 1&2
9,10
Foreston
Bermuda
276
7.20
1987.20
Mar - Sep
Mag 1&2
11-12b
Foreston
Bermuda
276
10.67
2944.92
Mar - Sep
Mag 1&2
13-15
Leon
Bermuda
132
5.79
764.28
Mar - Sep
Mag 1&2
16a-17b
Leon
Bermuda
132
11.30
1491.60
Mar - Sep
Mag 1&2
18a-19b
Leon
Bermuda
132
13.89
1833.48
Mar - Sep
Mag 1&2
20 & 21b
Foreston
Bermuda
276
5.58
1540.08
Mar - Sep
Mag 1&2
21a & 22
Foreston
Bermuda
276
2.15
593.40
Mar - Sep
Mag 1&2
23a-24b
Foreston
Bermuda
276
21.11
5826.36
Mar - Sep
Mag 1&2
25a-26b
Foreston
Bermuda
276
14.04
3875.04
Mar -sep
Maq 1&2
27-29
Foreston
Bermuda
276
6.30
1738.80
Mar - Sep
Mag 1&2
30
Leon
Bermuda
132
1.20
158.40
Mar - Sep
Mag 1&2
Mag 1&2
Mag 1&2
Sub 1
Rumford
Bermuda
248
2.71
672.08
Mar - Sep
Mag 1&2
Sub 2,3
Leon
Bermuda
132
3.00
396.00
Mar - Sep
Mag 1&2
Sub 4-7
Foreston
Bermuda
276
4.01
1106.76
Mar - Sep
Mag 1&2
Sub 8
Foreston
Bermuda
276
5.73
1581.48
Mar - Sep
Mag 1&2
Sub 9,10
Foreston
Bermuda
276
4.00
1104.00
Mar - Sep
Mag 1&2
Sub 11-12b
Foreston
Bermuda
276
3.23
891.48
Mar - Sep
Mag 1&2
Sub 13-15
Leon
Bermuda
132
2.11
278.52
Mar -Sep
ag 1&2
Sub 16a-17b
Leon
Bermuda
132
0.80
105.60
Mar - Sep
Mag 1&2
Sub 18a-19b
Leon
Bermuda
132
1,01
133.32
Mar - Sep
Mag 1&2
Sub 20 & 21b
Foreston
Bermuda
276
3.02
833.52
Mar - Sep
Mag 1&2
Sub21a&22
Foreston
Bermuda
276
1.25
345.00
Mar - Sep
Mag 1&2
Sub 23a-24b
Foreston
Bermuda
276
12.39
3419.64
Mar - Sep
Mag 1&2
Sub 25a-26b
Foreston
Bermuda
276
2.86
789.36
Mar - Sep
Mag 1&2
Sub27-29
Foreston
Bermuda
276
2.10
579.60
Mar -Sep
Mag 1&2
Sub 30
Leon
Bermuda
132
5.50
726.00
Mar - Sep
Maq 1&2
Mag 1&2
Mag 1&2
All
Small Grain
50
127.2
6359.00
Sep - Mar
Reels 127.2 29281.6
Aerway 53.7 12962.4
Total 180.9
NUP Page 2a

Table 2:
WASTE UTILIZATION PLAN
ACRES WITH AGREEMENT OR LONG TERM 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 Lbs. N Month of
No. Type Per Acre Utilized Application
* $ee footnote for Table 1.
Total
Totals from above Tables
Reels Aerway
Acres Lbs. N Acres Lbs. N
Utilized Utilized
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
127.18
29,281.64
127.18
29,281.64
9,332.40
(19,949.24)
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 3
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
53.72
12,962.36
53.72
12,962.36
9,332.40
(3,629.96)

WASTE UTILIZATION PLAN
ee attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application Application
Rate (In/Hr) Amount In
1
Rumford
Bermuda
0.5
1
2,3
Leon
Bermuda
0.5
1
4-7
Foreston
Bermuda
0.5
1
8
Foreston
Bermuda
0.5
1
9,10
Foreston
Bermuda
0.5
1
11-12b
Foreston
Bermuda
0.5
1
13-15
Leon
Bermuda
0.5
1
16a-17b
Leon
Bermuda
0.5
1
18a-19b
Leon
Bermuda
0.5
1
20 & 21 b
Foreston
Bermuda
0.5
1
21a 8,22
Foreston
Bermuda
0.5
1
23a-24b
Foreston
Bermuda
0.5
1
25a-26b
Foreston
Bermuda
0.5
1
27-29
Foreston
Bermuda
0.5
1
30
Leon
Bermuda
0.5
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.
** 3 Lagoons
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.
Narrative of operation:
Farm uses an aerway system and hard hose traveler system.
2 - stage Lagoon addition increases storage capacity to 180 days.
Nutrient removal is through crop removal.
NUP Page4

WASTE UTILIZATION PLAN
REQUIRED 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.
2 There must be documentation in the design folder that the producer either owns or
has and 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.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5

WASTE UTILIZATION PLAN
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 wither cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and 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 no 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
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 6

WASTE UTILIZATION PLAN
18 Waste hackling 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 is should only be applied perplant 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 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Magnolia Farms 1 & 2
Owner / 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: 0� Date:
Name of Manager (If different from owner):
Signature: ^Date: p7 Name of Technical Specialist: (please print): f L, ✓{l
Affiliation: Murphy Family Ventures, LLC
Address (Agency): P.O. Box 1139
Wallace NC 28466
Signature:
Date: 31,2 -��J
NUP Page 8

Sheet-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ironside Investment Management, LLC
Magnolia Sow 1&2, AWS310173
Address: 865 !sham Frederick Road
Magnolia, NC 28453
Telephone: [phone]
Table 1 - Field Specifications
Field
Number
Approximate
Maximum
Useable Size
of Field
(acres)
Soil Tvoe Slope %
Croo(s
Maximum
Application
Rate
(Inlhrl
County: Duplin
Date: 12/2/2016
Maximum
Application
per Irrigation
Cycle
(inches)
F1
3.79
Rumford
0-5
Bermudagrass/Overseed
0.5
1
Pull 1
F2-3
7.5
Leon
0-5
Bermudagrass/Overseed
0.5
1
Pulls 2-3
F4-7
13.89
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 4-7
F8
2.77
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pull 8
F9-10
7.2
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 9-10
F11-128
10.67
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 11-12B
F13-15
5.79
Leon
0-5
Bermudagrass/Overseed
0.5
1
Pulls 13-15
F16A-17B
11.3
Leon
0-5
Bermudagrass/Overseed
0.5
1
Pulls 16A-17B
F18A-19B
13.89
Leon
0-5
Bermudagrass/Overseed
0.5
1
Pulls 18A-19B
F20,21 B
5.58
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 20 & 21 B
F21A,22
2.15 -
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 21A & 22
F23A-246
21.11
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 23A-24B
F25A-26B
14.04
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 25A-26B
F27-29
6.3
Foreston
0-5
Bermudagrass/Overseed
0.5
1
Pulls 27-29
F30
1.2
Leon
0-5
Bermudagrass/Overseed
0.5
1
Pull 30
127.18

Magnolia Sow 1 & 2
AWS310173
Spray Fields
Pulh Acres
1 3.79
2 4.37
3 3.13
4 4.67
5 4.13
6 2.24
7 2.65
8 2.77
9 4.33
10 2.87
11 3.98
12A 525.
120 244
13 1.31
14 2.41
15 2.07
16A 1.84
168 3.00
17A 2.45
170 4.01
184 2.57
1BB
19A 1.63
198 5.15
20 4.14
214 Z.62
2113 1..44
22 1,33
23A. 8.44
236 6.32
244 3.6€
246 2.45
25A. 42T
258 2.62
26A 2.80
269 4.35
27 2.15
25 2.20
29 1.95
30 1.20
Totol 127418
Mogpolld 5oW 2
Hog Houses
GRAPHIC SCALE
Ag -.00-
1 inch = 400 fl,
Soecificotions Pulls-
Traveler _:w)Ne'soo:I50_.
w)I.10` Nozzle. 0.50 P51
300' WI% 205 GPM .
180' & 220'-LonS Spodings..
12/2

4/2/2019
865 Isham Frederick Rd - Google Maps
Goi:igle Maps 865 Isham Frederick Rd
Mag 1 &2
11111141,
Beasleys
Millpond
M,Uets c,eek
Google
46511sham -
Frederick Road
Imagery ©2019 Google, Map data ©2019 Google 200 ft
865 Isham Frederick Rd
Magnolia, NC 28453
WW65+QG Magnolia, NC
hops:/lwww.google.com/maps/place/865+Isham+Frederick+Rd,+Magnolia,+NC+28453/@34.91195,-78.0933128,893m/data=13m 111 e314m513m4! 1 s0x... 1/1

Facility: Magnolia 1- 2353
Phone Number: [phone]
911 Address: 865 (sham Frederick Road Magnolia, NC 28453
Directions to Farm: From intersection of HWY 117 and NC 903 in Magnolia:
Take NC 903 west 2 tenths mile. Turn right onto N. Academy Street (N. Academy Street becomes
Isham Frederick Road). Farm entrance is 2.3 miles on left. Farm sign says Magnolia 1 2353.
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) Linda Boykin
2) Mark Spearman
Office #
Mobile# Home#
[phone] [phone]
[phone] [phone]
3) Terry Carter [phone]
4) Tonya Branson [phone]
5) Greg Wulf
[phone] [phone]
6) AJ linton [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 Sow Herd Size
2400 3800 7200 4400
# of sows off feed in 1 day - >10% in one Iocation (barn, row, or room
#ofabortsin2dayperiod- 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn % - 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)
Pager# Mobile# Home#
1) Linda Boykin [phone] [phone]
2) Mark Spearman
[phone] [phone]
3) Jeff Worley [phone]
4) Greg Wulf
5) Newton Carter
[phone] [phone]
[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) Linda Boykin
2) Mark Spearman
Pager#
Mobile# Home#
[phone] [phone]
[phone] [phone]
3) Ambulance 911
4) Fire Dept 911
5) Police/Sheriff Dept 911
6) (Area) Hospital [phone]
7) (Area) Medical Clinic [phone]
8) Poison Control [phone]
9) Highway Patrol [phone]
Location of main electrical shut off: Top of barns outside of ring road at F1 and B1 and G2
Location of main gas shut off: Top of barns outside ring road 3 LP Gas tanks. Also 1 tank for office beside office
Electric Company: Duke Energy Progress Phone # : [phone]
Account/Meter # :
account #025-728-9520 Meter # ZZZ TK3343 K50
account # 253-042-6374 Meter #ZZZ TF3111 LT6
account #010-751-8607 Meter #TR4867

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
—/ Liquid Systems
• Accumulation of solids cd Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0/Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
"Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation Cd 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
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed O 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)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal 0 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
0 Provide for adequate drainage around manure
stockpiles
O 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.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
t Vegetative or wooded buffers
GY Recommended best management practices
• Good judgment and common sense
Animal body
surfaces
• Dirty manure -covered
animals
Er Dry floors
Site Specific Practices
Floor surfaces • Wet manure -covered floors
Slotted floors
Q/ Waterers located over slotted floors
Feeders at high end of solid floors
d Scrape manure buildup from floors
❑ Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
E/ Frequent manure removal by flush, pit recharge,
or scrape
❑ Underfloor ventilation
Ventilation exhaust • Volatile gases EV Fan maintenance
fans • Dust
EY'Efficient air movement
Indoor surfaces • Dust
Y Washdown between groups of animals
❑ Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
O Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank
filling and drawdown
O Sump tank covers
Outside drain •
collection or junction
boxes
Agitation during wastewater
conveyance
O Box covers
End of drainpipes
at lagoon
• Agitation during wastewater
conveyance
O Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
'Proper lagoon liquid capacity
g7Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
21' Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
'Irrigate on dry days with little or no wind
Pr Minimum recommended operating pressure
0/Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
AMOC - November 11, 1996, page 2
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
0 Proven biological additives or oxidants

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

Additional Information:
Available From:
Swine Manure Management; .0200 Ru1eBMP 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 Equipment; 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 Proceedings
AMOC - November 11, 1996, page 4
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 Extension

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.
P imary Secondary Routine Mortality
7 71, 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.
i l n Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® PI Rendering at a rendering plant licensed under G.S. 106-168.7.
nI I Complete incineration according to 02 NCAC 52C .0102.
n n 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.
(�j ("1 In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
' I I I NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
n n 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).
I I Mass Mortality Plan
•
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for Guidance:
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
gnature of of Farm Owner/Manager
Date
.2-/- /g
Signature of Technical Specialist
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
MOO 202041513

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalis, 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
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in thee amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 1w1002020¢1515

• 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:
5
M00202041516 1

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that, liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
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.
6
14o020204Z517

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7
M00202041518

Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 1 of 12
ANAEROBIC WASTE
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 DESIGN lst STAGE
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to 9/96?
Is Drain Tile Req'd to Lower SHWT?
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:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
167537 (Cu.Ft.)
0 (Cu.Ft.)
1515500 (Cu.Ft.)
Depth
9.57 Ft.
20.4 In.
30 In.
Y
N
Y
N
0
0
0
3500 Hd.
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
1.0 Ft.
0.0
87.57 Ft.
78.00 Ft.
85.87 Ft.
85.07 Ft.
DESIGN VOLUMES % REQ'D.
168,224 (Cu.Ft.)
185,956 (Cu.Ft.)
1,515,905 (Cu.Ft.)
100.41%
100.03%
Total Volume= 1,683,037 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
1,870,085 (Cu.Ft.)
1.5 Ft.
268,059 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398 [phone]

Elevation (FT.)
78.00
79.00
80.00
81.00
82.00
83.00
84.00
85.00
86.00
87.00
87.57
Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 2 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: 3 4 Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
145,027
169,365
183,282
192,878
201,712
210,113
218,658
227,742
237,149
247,082
268,059
Incr. Vol. (Cu. FT)
157,196
176,324
188,080
197,295
205,913
214,386
223,200
232,446
242,116
146,815
Cumul. Vol. (Cu. FT)
137,241
294,437
470,761
658,841
856,136
1,062,048
1,276,434
1,499,634
1,732,079
1,974,195
2,121,010
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,683,037 CF
CUMULATIVE VOL.
ZONE VOL. 111.11%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
85.07 FT
85.87 FT
86.57 FT
1,515,905 CF TR'MT
1,701,861 CF TEMP
1,870,085 CF STORM
1,515,905 100.03%
185,956
168,224 100.41%
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
ANAEROBIC WASTE
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:
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 3 of 12
LAGOON DESIGN 2nd STAGE
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to 9/96?
Is Drain Tile Req'd to Lower SHWT?
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:
(Y/N)
(Y/N)
(Y/N)
REQUIREDIIIIIII
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
330727 (Cu.Ft.)
1655606 (Cu.Ft.)
0 (Cu.Ft.)
Depth
11.80 Ft.
28.2 In.
123.24 In.
DESIGN VOLUMES
332,953 (Cu.Ft.)
1,655,685 (Cu.Ft.)
265,620 (Cu.Ft.)
Y
N
Y
Y
740 Hd.
0
2000 Hd.
7000 Hd.
0
0
0
180 Days
7.5 In.
7.5 In.
7 In.
0
268,059 S.F.
86.47 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
0.0
0.0
93.70 Ft.
81.90 Ft.
91.35 Ft.
83.43 Ft.
% REQ'D.
100.67%
100.00%
Total Volume = 1,986,333 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
2,254,257 (Cu.Ft.)
113.49%
1.7 Ft.
261,104 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398 [phone]

Elevation (FT.)
81.90
82.00
83.00
84.00
85.00
86.00
87.00
88.00
89.00
90.00
91.00
92.00
93.00
93.70
Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
BASE VOLUME:
ACTUAL DESIGN VOLUME
(Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
167,508
168,221
175,424
182,765
190,243
197,858
205,612
213,503
221,530
229,696
238,000
246,439
255,018
261,104
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 4 of 12
CALCULATIONS
Incr. Vol. (Cu. FT)
16,786
171,823
179,095
186,504
194,051
201,735
209,558
217,517
225,613
233,848
242,220
250,729
180,643
Cumul. Vol. (Cu. FT)
0
16,786
188,609
367,703
554,207
748,258
949,993
1,159,550
1,377,067
1,602,680
1,836,528
2,078,747
2,329,476
2,510,119
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,453,751 CF
CUMULATIVE VOL.
ZONE VOL. 113.49%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
83.43 FT
91.35 FT
92.70 FT
265,620 CF TR'MT
1,921,305 CF TEMP
2,254,257 CF STORM
265,620
1,655,685
332,953
100.00%
100.67%
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storage:
Required
Sludge Sto
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
3,500
433
1.00
1,515,500
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft )_
1,515,500
Animal Type Capacity * ALW * (cult/lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
3,500
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.00
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf: Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (268059 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (268059 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
0
167,537
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 167,537 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,515,500 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 1683037 (CU.FT.)
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
Temporary Storage Volume:
Manure Production:
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 6 of 12
Animal Type Capacity * Sto. Period = Total
Nursery
740
180
0.30
40,552
Wean to Finish
0
180
1.17
0
Finishing
2,000
180
1.37
493,200
Farrow to weanling
7,000
180
4.39
5,536,627
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
6,070,379
811,548
Animal Type Capacity * Sto. Period = Total
Nursery
740
180
0.20
26,640
Wean to Finish
0
180
0.00
0
Finishing
2,000
180
0.90
324,000
Farrow to weanling
7,000
180
2.90
3,654,000
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
4,004,640
535,380
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Magnolia Farm 1 Two -Stage
Address: PO Box 1139
Wallace NC 28466
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 7 of 12
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (268059 sq.ft. + 261104 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
308,678
Storm Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area * 25Yr./24Hr Storm(in.)/12in./fi
Vol.= (268059 sq.ft + 261104 sq.ft. + 0 sq.ft.) * 7.5 in.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 330,727
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in) / 12in.A
Vol.= (268059 sq.ft + 261104 sq.ft. + 0 sq.ft.) * 7.5 in. /12 in./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
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 330,727 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Stora 1,655,606 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 1986333 (CU.FT.)
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 (910) 293-34J

Grower: Magnolia Farm 1 Two -Stage Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace NC 28466 Date: 05/27/08
County: Duplin Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. 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
Zone Depths:
TOTAL DESIGN VOLUME = 1870085 (CUFF.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
87.57 FT.
Not Af Applicable
86.57 FT.
Not Applicable
85.87 FT.
85.07 FT.
Not Applicable
0.00
78.00 FT.
Not Applicable
Not Applicable
3.0:1 H:V
268,059 SF
1.5 FT.
1.00 FT.
180 Days
7.1 FT.
0.8 FT.
1.7 FT.
9.6 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia Farm 1 Two -Stage Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace NC 28466 Date: 05/27/08
County: Duplin Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. 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
Zone Depths:
TOTAL DESIGN VOLUME = 2254257 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
93.70 FT.
Not Applicable
92.70 FT.
Not Applicable
91.35 FT.
83.43 FT.
Not Applicable
86.47 FT.
81.90 FT.
Not Applicable
Not Applicable
3.0:1 H:V
261,104 SF
1.7 FT.
1.00 FT.
180 Days
1.5 FT.
7.9 FT.
2.4 FT.
11.8 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 (910) 293-343

Grower:
Address:
County:
Magnolia Farm 1 Two -Stage
PO Box 1139
Wallace NC 28466
Duplin
ZONE ELEVATIONS 1st STAGE
TOP OF DIKE ELEV = 87.57
Designe KBW
Checker DSE
Date: 05/27/08
Sheet 10 of 12
STRT PMP EL.= 85.87
END PMP EL. = 85.07
TOP OF STORM ELEV = 86.57
TOP OF TEMP STORAGE ELEV = 85.87
TOP OF TREAT ELEV = 85.07
FINISHED BOTTOM ELEV = 78.00
/ \
/
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Magnolia Farm 1 Two -Stage
PO Box 1139
Wallace NC 28466
Duplin
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 93.70
Designe KBW
Check& DSE
Date: 05/27/08
Sheet 11 of 12
STRT PMP EL.= 91.35
END PMP EL. = 83.43
TOP OF STORM ELEV = 92.70
TOP OF TEMP STORAGE ELEV = 91.35
TOP OF TREAT ELEV = 83.43
FINISHED BOTTOM ELEV = 81.90
I\
/ \
/
SHWT = 86.47
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia Farm 1 Two -Stage Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace NC 28466 Date: 05/27/08
County: Duplin 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
DESIGNED: �'Q
DATE: ✓�/2-yag
$O,P```�U nuir,rr (R 194 ,
•sFESS/•••.�/ .
'e SEAL 9.
023994
•
r r r rs i'''''
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape. The second stage has additional water
storage for Magnolia 1 & 2. Lagoon water from Magnolia 1' & 2 shall be transferred via
irrigation pipe as needed. -TA,-TA, /ngp7.. ie A rQ J rec')S 'Ae. t.-fa e/
4.-01 skint P t/erie o-i$ b.i foes AorS reeds. *'4e
Murphy -Brown, LLC Engineering P.O. Box 856, arsaw NC 28398' (91b) 293-3434
4 rrq e err,Tr, Ge't o A 0P hne /" co„ S+rvcro re_

Grower: Magnolia #2 Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/30/08
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: 740 Hd.
Wean to Finish: 0
Finishing: 2000 Hd.
Farrow to weanling: 3500 Hd.
Farrow to feeder: 0
Farrow to finish: 0
Boars: 0
Storage Period: 110 Days
25 Yr. / 24 Hr Storm Event 7.5 In.
"Heavy Rain" Factor 0.0
Rainfall in Excess of Evaporation 7.0 In.
Additional Water Usage: 0
Additional Drainage Area: 0
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 Sept. 1996? (Y/N) Y
Is Drain Tile Req'd to Lower SHWT? (YIN) N
Seasonal High Water Table Elev: 0.00
Freeboard: 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: 3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: Depth 99.60 Ft.
Finished Bottom Elevation: BOTTOM E 15.60 Ft. 84.00 Ft.
Start Pump Elevation: 20.04 In. 97.93 Ft.
Stop Pump Elevation: 45 In. 95.85 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume =
131343 (Cu.Ft.)
392363 (Cu.Ft.)
1807700 (Cu.Ft.)
2,331,405 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
132,731 (Cu.Ft.)
395,825 (Cu.Ft.)
1,811,877 (Cu.Ft.)
2,340,432 (Cu.Ft.)
101.06%
100.88%
100.23%
100.39%
2.3 Ft.
210,148 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Elevation (FT.)
85.00
86.00
87.00
88.00
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
99.60
Grower: Magnolia #2
Address: PO Box 1139
Wallace, NC 28466
County: Duplin
BASE VOLUME:
ACTUAL DESIGN
WWI
I$
VOLUME
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
112,803
123,975
133,296
141,082
148,207
153,750
158,980
164,306
169,790
175,438
180,705
185,861
190,945
196,000
201,292
210,148
Designed By: KBW
Checked By: DSE
Date: 05/30/08
Sheet 2 of 7
CALCULATIONS
Incr. Vol. (Cu. FT)
118,389
128,636
137,189
144,645
150,979
156,365
161,643
167,048
172,614
178,072
183,283
188,403
193,473
198,646
123,432
Cumul. Vol. (Cu. FT)
140,508
258,897
387,533
524,722
669,366
820,345
976,710
1,138,353
1,305,401
1,478,015
1,656,086
1,839,369
2,027,772
2,221,245
2,419,891
2,543,323
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,331,405 CF
CUMULATIVE VOL.
ZONE VOL. 100.39%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
95.85 FT
97.93 FT
98.60 FT
1,811,877 CF TR'MT
2,207,701 CF TEMP
2,340,432 CF STORM
1,811,877
395,825
132,731
100.23%
100.88%
101.06%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Magnolia #2
Address: PO Box 1139
Wallace, NC 28466
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/30/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge St
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
740
30
1.00
22,200
Wean to Finish
0
115
1.00
0
Finishing
2,000
135
1.00
270,000
Farrow to weanling
3,500
433
1.00
1,515,500
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Requi ed Treatment Volume (cu. f .)_
1,807,700
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
740
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
2,000
135
0.00
0
Farrow to weanling
3,500
433
0.00
0
Farrow to feeder
0
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.)=
Temporary Storage Volume:
Manure Pr
Excess Fr
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
740
110
0.30
24,782
Wean to Finish
0
110
1.17
0
Finishing
2,000
110
1.37
301,400
Farrow to weanling
3,500
110
4.39
1,691,747
Farrow to feeder
0
110
5.30
0
Farrow to finish
0
110
14.38
0
Boars
0
110
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
2,017,929
269,777
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
740
110
0.00
0
Wean to Finish
0
110
0.00
0
Finishing
2,000
110
0.00
0
Farrow to weanling
3,500
110
0.00
0
Farrow to feeder
0
110
0.00
0
Farrow to finish
0
110
0.00
0
Boars
0
110
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Magnolia #2 Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/30/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (210148 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (210148 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (210148 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)
Additional Water Storage:
No Additional Water Storage is Required
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 = 2331405 (CU.FT.)
122,586
131,343
131,343 (CU.FT)
392,363 (CU.FT)
1,807,700 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia #2 Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/30/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. 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
Zone Depths:
TOTAL DESIGN VOLUME = 2340432 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
99.60 FT.
Not Ai Applicable
98.60 FT.
Not Applicable
97.93 FT.
95.85 FT.
Not Applicable
0.00
84.00 FT.
Not Applicable
Not Applicable
3:1 H:V
210,148 SF
2.3 FT.
1.00 FT.
110 Days
11.9 FT.
2.1 FT.
1.7 FT.
15.6 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Magnolia #2
PO Box 1139
Wallace, NC 28466
Duplin
Designe KBW
Chockec DSE
Date: 05/30/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.60
STRT PMP EL.= 97.93
END PMP EL. = 95.85
TOP OF STORM ELEV = 98.60
TOP OF TEMP STORAGE ELEV = 97.93
TOP OF TREAT ELEV = 95.85
FINISHED BOTTOM ELEV = 84.00
\
/ \
/
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Magnolia #2 Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/30/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
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
DESIGNED: pfr,
DATE: 5/30/0
COMMENTS: The lagoon has been designed as an irregular shape.
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. Magnolia 2 can gain additional storage
by transferring water to Magnolia 1 & 2 Second Stage lagoon as needed, via irrigation pipe.
This design does not supercede the original lagoon certifcation.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]