710070_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 arty necessary corrections below.
Application must be signed and dated by the Perntittee.
1. Farm Number: 71-0070
Certificate Of Coverage Number: AWS710070
2. Facility Name: Fender I & It
3. Landowner's Name (same as on the Waste Management Plan): l o lside 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: 3766 Halfway
Branch School Rd
City: Ivanhoe
State: NC Zip: 28447
6. County where Facility is located: Pender
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Robert Chase Deaver
A 7 Ll c -iL
N4-ea t. q to - P-B S- M I
11, Lessee's Name (if there is not a Lessee, write "None"): )t/ t7 t1 e_
12. Indicate animal operation type and number
Murphy -Brown LLC
Phone No.: ' I I _ ;l,.5 a- 7L/7yOIC #: 1002647
Current Permit: Operations Type
Allowable Count
Swine - Wean to Feeder
800
Swine - Feeder to Finish
2,000
Swine - Farrow to Wean
7,200
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Dry Poultry
Other Types
Non Laying Chickens
Horses -Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following infommtion is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, S)ntheue,
Unknmvn)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
HOLDING 2Iffi('„iI
PENDER I
C_
CIO ( Lit,
,1.i6o.2,1E3
Z`e::"%y `? I
..
PENDER2
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. 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 CAWDIP items above to: 2019PerrnitRenewal*ncdem-.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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: 14 LJra �0n Title:
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
GW'ernnP
MICHAEL S. REGAN
se"'t.ry
LINDA CULPEPPER
la,ectot'
w SN7r r
.�ryN gtiN `vYtY��.
NORTH CAROLINA
Environmental Qualify
February 27, 2019
Ironside Investment Management LLC
Pender I & II
PO Box 1139
Wallace, NC 28466-1139
SnbjecC Application for Renewal of Coverage for Expiring Slate General Permit
Dear Pemtittee:
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'/Ideg nc Rotdabout/divisioiis/tvater-resources/tva(er-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: 1919) 707-9100
In order to assure vour continued coverage underthe State Non -Discharge General Permits_ von must submit an application for
permit coverage to the Division Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered b) an
FNpiring State Non -Discharge General Permit" 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 Manaizement Plan (CAR'nIP) with the
completed and signed application form A list of items included in the CAWMP can be found on page 2of 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 ),our facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section
]lender County Soil and Water Conservation District
AFOG Section Central Files - AWS710070
Murphy -Brown LLC
North Carina Depa am ntof Envio-wmemai Qu a!ty I Dive.n of Wst_r Re sources
D 512 N bu@' St 1 16861 a Se,. Cuntir I Re i;h, Narth, Caro tna 276s1666

WASTE UTILIZATION PLAN
PRODUCER: PENDERI&II SOW FARM
LOCATION: 3766 HALFWAY BRANCH SCH. RD, IVANHOE; PENDER CO.
TELEPHONE: [phone]
TYPE OPERATION: FARROW - WEAN
NUMBER OF ANIMALS: 7200
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 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
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft., tons. etc.)
7,200 animals X 3203 (gallons) waste/animal/year = 23,061,600.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,200 animals X 1_2 lbs. PAN/animal/year = 27,673.9 lbs. PAN/year.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to
apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T733
1A
NoA-B
Bermuda
295
9.98
2944.10
March -Sept
T733
1A
NoA-B
Cover
50
9.98
499.00
Se p - March
T733
1 B
NoA-B
Bermuda
295
14.79
4363.05
March -Sept
F733
1 B
NoA-B
Cover
50
14.79
739.50
Sep - March
T733
Pivot 14
GoA
Bermuda
300
46.38
13,914,00
March -Sept
T733
Pivot 14
GoA
Cover
50
46.38
2,319.00
Sep - March
T733
15
GoA
Bermuda
300
1.54
462.00
March -Sept
T734
1 15
GoA
lCover
501
1.54
77.00
Sep - March
T733
Pivot 1
GoA
Bermuda
300
23.52
7,056.00
March -Sept
T733
Pivotl
GoA
Cover
50
23.52
1,176.00
Sep - March
T733
3
NoA
Bermuda
300
13.30
3,990.00
March -Sept
T733
3
NoA
Cover
50
13.30
665.00
Sep - March
T733
4
Rains
Bermuda
195
12.10
2,359.50
March -Sept
T733
4
Rains
Cover
50
12.10
605.00
Sep - March
T733
5
Rains
Bermuda
195
3.81
742.95
March -Sept
T733
5
Rains
lCover
50
3.81
190.50
Sep - March
T733
6
GoA
Bermuda
300
8.26
2,478.00
March -Sept
T733
6
GoA
Cover
50
8.26
413.00
Sep - March
T733
7
GoA
Bermuda
300
9.80
2,940.00
March -Sept
T733
7
GoA
Cover
50
9.80
490.00
Sep - March
T733
Pivot 2
GoA
Bermuda
300
20.82
6,246.00
March -Sept
T733
Pivot 2
GoA
Cover
50
20.82
1,041.00
Sep - March
T733
Aerway 1
NoA-B
Bermuda
295
20.00
5900
March -Sept
T733
Aerway 1
NoA-B
Cover
50
20.00
1000
Sep - March
Season 1 Total
182.761
62,610.60
'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 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
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreen entw ith adjacent landownerm ustbeattached)
(Requiredony ifoperabrdoesnotownadequate land [see
Required S pecifiration 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 182.76 62,611
Total 182.76 62,611
Amount of N Produced 27,674
Surplus or Deficit (34,937
NOTE: The W asb U til¢a tb n P hn m ustcon to h p tovs ions b rp erbd c bnd app Ica tbn o fs edge a tag mnorn i
rates. The sUdgewAlbenufrlentrchand willrequre precautbnarymeasums b preventoverapplcathnof
nutrien to ro h ere Ian enls.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1A
NoA/B
Bermuda / Small Grain
0.5
1
1 B
NoA/B
Bermuda / Small Grain
0.5
1
Pivot 14
GoA
Bermuda / Small Grain
0.5
1
15
GOA
Bermuda / Small Grain
0.5
1
Pivot 1
GoA
Bermuda / Small Grain
0.5
1
3
NoA
Bermuda / Small Grain
0.5
1
4
Rains
Bermuda / Small Grain
0.4
1
5
Rains
Bermuda / Small Grain
0.4
1
6
GoA
Bermuda / Small Grain
0.5
1
7
GoA
Bermuda / Small Grain
0.5
1
Pivot 2
GOA
Bermuda / Small Grain
0.5
1
Aerway 1
NoA/B
Bermuda / Small Grain
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.
** 2 Lagoons
Your facility is designed for 90-1 & 180-II 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 gauges.
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: This farm utilizes irrigation reel and pivots.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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.
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.
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).
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.
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 a 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 than2 5 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 2 00 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
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 courses 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 propellant with no further applications animal
waste during the crop season.
0411
Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 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. Z inc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal 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.
Page 7

( WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Fender I & II
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 the2 5-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: 7
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) AJ Linton
Affiliation: Murphy Family Ventures LLC
Address (Agency): P.O. Box 1139
Wallace NC, 28466
Signature: e s 11 Date:
Page 8

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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy Family Ventures - Pander I & II Farms; AWS710070 County: Pander
Address: 2-Pivot Additions. - As -Built
Date: 4/1/2019
Telephone:
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
.. ..
-� .. ... '. .. �0'

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Zimmatic Pivots - both Model 8500P
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
• ir3 • • • • frIIlIIi1'L•�1�

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
I rrigation Gun
Irrigation
Flow Rate of Sprinkler pm)
0
0
Operating Pressure at Pump psi
#DIV/0!
#DIV/0!
Design Precipitation Rate (in/hr)
#DIV/01
0.00
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, En ine, Electric)
En ine
En ine
Pump Power Requirement h)
#DIV/0!
#DIV/0!
Pivot
Irrigation
SEE MANUFACTURERS SPECIFICATIONS SHEETS
(ATTACHED)
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA sq. ft.)
AREA (sq. ft.)
AREA (sq. ft.)
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name.
Micah Kevin Weston, CID
Company:
Murphy -Brown, LLC dba Smithfield Hog Production
Address:
2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone:
(910) 2933434
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinklers).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and ail
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
n is for an as -built addition of two center pivots for an existing facility. The acres were computer
based on the equipment specified and manufacturer's charts. This design makes no changes to
irrigation system on this farm.
design and installation of these center pivots was done by Quality Equipment, LLC.
to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of

Pender I Ponder I & II
AWS%i0070
o Pivot AcW$t.
Lagoon (AS—Bult)
© J
Specifications: Pender I —Pivot 2
0 Zimmatic Pivot 8500P
Machine Length — 494.42'
End Gun Radius 120'
Existing Pivot Field
a
Pender 1—Pivot 2
17.63 Ac. w/o End Gun
22.04 Ad. w/End Gun
End Gun Runs 166 Degrees
GRAPHIC SCALE
600 0 300 600 1200
( IN FM )
1 inch = 600 ft.
Pender II
Specifications: Pender II —Pivot 1
Zimmatic Pivot 8500P
Machine Length — 461.42'
End Gun Radius 120'
Pender 1—Pivot 1
15.36 Ad. w/o End Gun
21.02 Ac. w/End Gun
End Gun Runs 226 Degrees

Ltuaury cquipmem, LLL
=; 504 Faison Highway
Clinton, NC 28328
" ` �f Office: 910.923-9954; (2): 910-237,2350
[e-mail]
64 50 / 153.60
239.00 / 9.80
Murphy Family Ventures
-- 2 span pender 1 pivot 2 ----
Pivot Point: 34.591238°-78.166315°
64 50 / 153 60
239 00].9 $0
Page 6 of 7
34 5900/-78 1655 2.39
f ' �34 5925 /-781660 3.51

Quality Equipment, LLC
504 Faison Highway
Clinton, NC 28328
Office: 910-923-9954; (2): 910-237-2350
[e-mail]
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Page 5 of 8

504 Faison Highway
Clinton, NC 28328
Office: 91ce: 0-923-9954; (2): 910-237-2350
4 [e-mail]
Murphy Family Ventures
......... pender 2 - 2 span --------
Pivot Point: 34,588164* -78.152720'
Area:
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.35 acres
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Page 7 of 7

u
Quality Equipment, LLC
504 Faison Highway
Clinton, NC 28328
Office: 910-923-9954, (2): 910-237-2350
[e-mail]
.- r-
Sold Tc : U?phy Fatiiily Ventures =--_: _ -Ship To. - "
1
0155970 -
1-5/8' Compact Standard Non low 8500P
Non -Taw, 845 X845 ;17,5 Anchor Bolls included � '�. ,';-- '- :ci.
1 0155900 --.-Compact
1 ;-
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BASIC 400V SO wire cR Low Pressure, B500P " ( -
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Fuse, 8 Amp 600 Volg Class CC - .
65/9' 201 (67.28ml, Solid 90 Spacing 8500P ^-�
2 " I 0165740
6165800_u
59/16%55 (16.76m) Overhang SWF Spacing 8500P_ -
1 "' 1
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SR10g, Nozzle Valve Electric, All Overhang"-
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... 1 I ... 0165570 L.
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Plug, 4ulck Draln,20-75 PSI, Mulh Pressure (Red]
Tower Control Next-Ta Last 8 51E 8 6 5/8 &—.--
3 _ �_ 0121681 'r
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2
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114 AWG; 20V (6L:18mi, 10 wire, Span Cable - —
47 ( 0169570 All Poly Red Memory brays FxM@Truss Length 96 '(
47 '; 1 015171b Gooseneck SenMpger, LED Deg Fx Mw/ Poly Nipple Inserted M x M
I -di' 1 ,0185930 Nelson R3030 Rotator
Page 7 of 8

D). Application and Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
X New, expanded, or existing facility without existing waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan). Pender I & II — Pender I -Pivot 2 Add'1. & Pender II -Pivot I Add'i.: AWS710070
New, expanded or existing facility without existing waste application equipment for land spreading not using spray
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy -Brown, LLC dba Smithfield Hog Prod. Date Work Completed: 11/28/20t6
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: [phone]
Signature: 1-ti�14 A✓4- Date: V/
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD
SI, WUP, RC or A
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006 3

4/2/2019 3766 Halfway Branch School Rd - Google Maps
pe Maps 3766 Halfway Branch School Rd
Pender'I & 2
Imagery 02019 Google, Map data ©2019 Google 500 ft e -.........
3766 Halfway Branch School Rd
Ivanhoe, NC 28447
a
... HRWM+7P Ivanhoe, Franklin, NC
0
https://www.google.com/maps/place/3766+Halfway+Branch+School+Rd +Ivanhoe,+NC+28447/@34.5934498,-78.1624476,1509m/data=!3mi!le3!4m... 1/2

Facility: Penderl-006344
Phone Number: 910-283-9326
911 Address: 3766 Halfway Branch School Road, Ivanhoe, NC. 28447
Directions to Farm: From Hwy 421, take Shiloh Church Road. Travel 1 mile and turn left onto Tucka hoe
Road. Travel 1 9/10 miles, turn right onto Halfway Branch School Road. Farm entrance is 1 3/10 miles
on the right. Farm post with Pender 1 and farm #6344.
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) Chase
2) Kendall Huffman
3) A.J. Linton
4) Braston Hairr
S) Dave Majeski
6) Greg Wulf
Office# Mobile# Home#
919-252-7474
252-526-1446
910-285-1357 910-271-0361
910-282-7084
910-876-7005
910-285-7002 910-271-0994 910-892-1755
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 1 week -
Sow Herd Size
2400 3800 7200 4400
>10% in one location ( barn, row, or room )
16
12

Weekly Stillborn % -
Weekly PWM -
Sow Mortality -
Nursery and Finishing -
10% 10% 10% 10%
20% 20% 20% 20%
10% 10% 10% 10%
> 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) Braston Hairr
910-282-7084
2) Dave Majeski
910-876-7005
3) Randy Jolly
910-271-1250
4) Greg Wulf
910-285-7002 910-271-0994 910-892-1755
5) Terry Tate
910-285-1352 910-271-1335
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) Braston Hairr
2) Mike Brown
3) Dave Majeski
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital-Pender
8) (Area) Clinic -Black River
9) Poison Control
10) Highway Patrol
Location of main electrical shut off:
Location of main gas shut off: At
Electric Company: Four
Electric
Pager#
Mobile# Home#
910-282-7084
910-285-7037
910-271-2302
910-876-7005
911
911
911
[phone]
[phone]
[phone]
911
Across farm path from feed bins
ne tanks across from feed bins
Account/Meter # : 28771
Phone # : [phone]

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
• Accumulation of solids
Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
M/Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids Q/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 Mr 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.
Feeders
• Feed spillage
AMC - November 11, 1996, page 1
O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed ❑
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)
❑
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal ❑
Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
❑
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed
Dry manure handling • Accumulations of animal ❑
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
❑
Provide for adequate drainage around manure
stockpiles
❑
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 Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production CST" Vegetative or wooded buffers
Gi Recommended best management practices
C(Good judgment and common sense
Animal body • Dirty manure -covered Dry floors
surfaces animals
Floor surfaces • Wet manure -covered floors Slotted floors
M Waterers located over slotted floors
5� Feeders at high end of solid floors
d Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection . Urine Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases L9'Fan maintenance
fans . Dust LR'Efficient air movement
Indoor surfaces • Dust 0' Washdown between groups of animals
O Feed additives
D Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater O Box covers
collection or junction conveyance
End of drainpipes • Agitation during wastewater O Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing 9_1�Correct lagoon startup procedures
• Agitation 0 Minimum surface area -to -volume ratio
93" Minimum agitation when pumping
0 Mechanical aeration
0 Proven biological additives
Irrigation sprinkler • High pressure agitation
nozzles • Wind drift
Storage tank or • Partial microbial
basin surface decomposition
• Mixing while filling
• Agitation when emptying
AMOC - November 11, 1996, page 2
on dry days with little or no wind
WMinimum recommended operating pressure
C/Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon
0 Bottom or midlevel loading
0 Tank covers
0 Basin surface mats of solids
0 Proven biological additives or oxidants

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

Additional Information: Available From:
Swine Manure Management; .0200 RuleBMP 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
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—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.
Primary secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
0 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
F1 El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El D Any method which, in the professional opinion of the State Veterinarian; would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. .
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
CG�
gnature of Farm Owner/Manager
Signature of Technical Specialist
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:
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 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 inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
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).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the additinn of
wastewater.
6. Maintain a periodic check on the I'agoon 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.
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:
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.
'1100202041517
1

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.
M00202041518

FARM NAME:
# OF ANIIViALS
FINISHER
NURSERY
SOWS
Pender Sow Farm
1000
400
3781
DATE: 05/28i96
DONE BY: WGS
%OF
STORAGE %I-nl
REQUIRED
ACTUAL
REOU19ED
DEPTH
F,c-ebo,,-4
1,00 J
TREATMENT =
1653199
1653199
100.0096
9.68
STORM =
148963
148963
100.00°/a
0.68
TEMPORARY =
3568W
356mo
100.51%
1,09
TOTAL USEABLE VOL =
2159048
2160853
100.08°!a
12.05
loio� j,�P9�
GAYS OF TEMPORARY STORAGE
DEPTH OF SLUDGE:
m
m
0,0-
SYQr+ VMf Zd
JJ
Sm,P I/MP z `t0. �v
rtinTT::TREn rnnFniT vni i MnE:
HAS BEEN CALCI ILATED Uv!Nf3-
0.92 CF PER POUND OFANIMAL LIVE WEjGHT FOR SOWS
NO T E: THE ACTUAL VOLUMES DISPLAYED ON THIS Si-!EE T Arm CALCULATED
U,911NG THE AREAS CF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 2160135
M00801081081

'., '., I +lGf./SD/l!/b' CLGV / ��-Y)CJ✓
M00801081083
p
o PAL A7SDPl
�! 83 Saw 7 pray
)l,'ZJi� �xti i

'olunle of 25 year -- 2-4 hour storm
Volume °° 8.0 inches / 12 inches per foot * DA
VO.I.11llle = 225400.0 cubic feet
TOTAL REQUIRED TEMPORARY STORnGE
5A.
417301
cubic
feet �—
5
0
cubic
feet
SC.C.
197225
cubic
'Feet �/(/ (�✓lam
5D.
225400
cubic
feet
TOTAL 839926 cubic feet
SUMMARY
Temporary storage period____________________)
180
days
Rail-1fall in excess of evaporation=====_==___)
7.0
inches
25 vear - 24 hOU'r rainfall====______________>inches`
1=' Pee boa'rd____________________:____=_________>
k0
`­�I
feet //
3 I
Side sl.opes__________________'_______________>
: 1
Inside top length=====______________________>
690.0
feet
Inside top wi.dth=====_______________________>
490.0
feet
Top of dike elevation_______________________)
103 1
feet
Dott:om of lagoon elevation==================>
93.1
feet
*Total required volume_______________________)
2548726
CU. ft.
Actual design ve].!tme=====___________________>
2704428
cu„ ft.
Seasonal high wa'tertable elevation (SHWT>===>
98.5
f-=et
Stop pumping elev.====_____=________________>
39.1
feet
i
Must be > or = to the SHWT elev.====_=___=>
98.5
feel.
Must be > o'r = to min. req. treatment el.=>
99.1
feet
Required mil-limum treatment volume=====_=____>
1708300
cu., ft.
Volume at stop pumping e1.evati.ol7=====__=_=__)
1742472
CU. ft.
Start pumping elev._________________________)
101.2
feet -
Must be at bottom of freeboard R 25 yr. -rainfall
ACtLtal Volume less 25 yr.- 24 h'r, rainfall==>
2479028
cu., ft.
VOILLIle at start punlpi.ng elevation=====__=___>
2409307
cl.t. ft.
Required volume 'to be pumped===========-====>
G1452L-
CU. ft.
Actual volttme planned to be pumped==========>
666835
cls. ft.
Min. thickness of soil liner when req_tired�=jj=>>
1.5
feet
DES I:GNED DY: �,/'/ytt�(-'t_ t
� APPROVED BY:
DATE: Z/zZ/ys DATE: 002/-Z
MOTE: -SEE ATTACHED WASTE UTILIZATION PLAN
C 01"I 1117 N T'.:i :
IS 3 M00801081132
4 8-y

0
NITRIFICATION POND
DATA
TOP OF DIKE ELEV.
= 103.10
MAX.
STORAGE ELEV.
= 101.10
MIN.
STORAGE ELEV.
= 96.10
FIN.
BOTTOM ELEV. =
93.10
MAX
STORAGE = 352876 GAL
IMS.
175' X 77'
TOP OF DIKE ELEV. =
103.10
BEGIN PUMPING ELEV.
= 101.20
END PUMPING ELEV.
= 99.10
FIN. BOTTOM ELEV. =
93.10
MAX STORAGE = 18,543,129
G L
DIMS. 690' X 490'
TOP OF DIKE ELEV. = 103.10
MAX. STORAGE ELEV. = 101.10
MIN. STORAGE ELEV. = 96.10
FIN. BOTTOM ELEV. = 93,10
MAX STORAGE = 610,487 GAL
L pinnc 7Rn' V 77'
LI
- � - ill l II�IIII,II
I IIIII IIIII
-___ __ ____-
rIN. BOTTOM ELEV. = 93.10
MAXSTORAGE = 107,532 GAL
DIMS. 75' X 77'
I
Ipjl j i ,I
I Iljl
I Iljl ,
I Ili
II
EAN WATER
BUILDING

0
ff I
1VIURPHY
F A M I L Y F A R M S
April 5, 1999
NC Dept. of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Dear Ms. Sue Homewood:
The enclosed information is being submitted in order to notify you of the intent to place a
system which will further treat lagoon effluent on Pender II Sow Farm No. 71-70. The
system will involve the construction of a nitrification / denitrification pond along with the
addition of aeration equipment. All setback and construction requirements of the NRCS
standard 359 for Waste Treatment Lagoons have been satisfied with this design. This is a
pilot system which will not affect the management of the existing lagoon or waste
management plan. The resulting effluent will be monitored and documented measuring
the nutrient reduction which may be obtained in the effluent being land applied.
Due to the anticipated improvement of the effluent water quality, by using this system,
we look forward to beginning the construction of this project upon your approval. The
design plans and drawings are enclosed. If you need any additional information please
call me at [phone] ext. 4529.
Very Truly yours.
David S. Elkin, P.E.
M00801081180
Pnsl Office Box 759, Rose Hill, NorLh Carolina 28458, f910) 289-2111, FAX [phone],100

I
Nutrient Water Treatment System
For Pender Sow Farm
Prepared by
Prince N. Dugba, Ph.D. and David Elldn, PE
Environmental EnPineer
Murphy Family Farms
March 1999
LU
rer iLr IANN9
Post Office Box 393, 121 S. Washington, Nevada, MO 64772, [phone], FAX [phone]

TABLE OF CONTENTS
0.0 Introduction............................................................................................................ 2
1.0 Objectives............................................................................................................... 2
2.0 Nutrient Water Characteristics................................................................................ 3
3.0 Primary Treatment with BioSun®...................................................................... 3
4.0 Nitrification/Denitrification............................................................. 4
4.1 Aeration Design................................................................. 5
5.0 Design Summary .................................................................................................... 5
References.......................................................................................................................... 5
0.0 INTRODUCTION
This paper proposes a treatment system for the nitrification and deaitrification of the Pender sow
farm wastewater. The farm is a 3,600-sow operation with 1,000 finishers and about 500-head
nursery. The manure treatment system is currently a single -stage lagoon with total solids,
ammonia, and BOD; at about 4,100 mg/L, 410 mg/L and 620 mg/L, respectively. The primary
lagoon will be treated with proprietary additives from BioSun® (please see section 3.0 for
details). A Nitrification/denitrificatioa system, using the sequencing batch reactor technology,
will be installed to convert 70 to 85% of the organic and inorganic nitrogen into nitrogen gas.
BioSun additives have been shown to remove about 30-65% of total suspended solids and BOD,
from livestock lagoons (BioSun Inc.) The Pender lagoon will be treated with the BioSun
additives as a primary treatment. The lagoon water will then be baffled to remove grits and other
large -size particles. About 20% of TS are expected to be removed by the baffle. Screened lagoon
water will be fed into an activated sludge pond for nitrification and denitrification. The pond
will be maintained at about 3500 mg/L of suspended biosolids (Metcalf and Eddy, 1991), and
operated in the sequencing batch reactor (SBR) mode. The SBR is a fairly new approach to
achieving high bacteria retention time (BRT) through internal settling instead of external
clarification and solids re -cycle. The system will be designed to achieve the objectives below.
1.0 OBJECTIVES
Convert 70 — 85% of the total organic and inorganic nitrogen into nitrogen gas from the
Pender sow farm wastewater treatment system.
Minimize odorous emission from the Pender sow farm.
M00801081182

I
2.0 CURRENT LAGOON CHARACTERISTICS
Table 1 shows the characteristics of the current single -stage lagoon as analyzed by Vann
Laboratories (reference # 4).
Table 1 Characteristics of lagoon water to be treated
Parameter
Symbol
Unit
Vann Results
Design
Total Solids
TS
mg/L
2,060 — 3,500
3,500
Total Suspended Solids
VS
mg/L
400 - 1400
1,400
Biochem. Oxygen Demand
BOD;
mg/L
571 - 1173
900
Chemical Oxygen Demand
COD
mg/L
1284 - 2389
2,000
Ammonia
NH3-N
mg/L
322 - 651
600
Total Kjeldahl Nitrogen
TKN
mg/L
393 - 770
700
Volatile Acids
VA
mg/L
130 —1,420
800
Phosphorous
P
mg/L
300
Potassium
K
mg/L
600
pH
PH
-
7.1
3.0 PRIlVIARY TREATMENT WITH BIOSUNO
BioSun® additive treatment system is a proprietary system that has been successfully used in
Minnesota and other states to treat livestock lagoon. The primary lagoon will be treated with
BioSun 2300 and 25000. Both additives are a blend of biological enzymes with strains of
basillus. Before adding the additives, a mixing system using a blower and diffusers will be
installed as shown in the schematic in Figure 1.
Blower
Polyshed BioSun Products:21-00
'W' hoses (12 pc) 800gallons); 2500 (800 lbs) t4�� / Diffusers (8-10 pc)
system
Figure 1 Primary lagoon with BioSun© system
A reduction of 30-65% in total suspended solids and BOD will be achieved in the primary
lagoon with the BioSun treatment. Nutrient water from the treated lagoon will be pumped into
the sequencing batch reactor for nitrification and denitrification.
4.0 Nitrification and Denitrification Pond
M00801081183

11
The primary biological activity in the niti fication/denitrification pond (also refereed to here as
sequencing batch reactor or SBR) will be the removal of nitrogenous DOD from the wastewater
stream. A minimum level of carbonaceous DOD removal will also be achieved in SBR as a
precursor for nitrification. The biochemical reaction for this first step is summarized below
(Metcalf and Eddie, 1991):
Bacteria
COHNS + 0, + nutrients ♦ CO2 + NH, + CSH,NO, + other end products
new bacteria tell
The nitrification and denitcification process could be summarized as follows:
(COMNS _ nutrients) + Bacteria
NH4* + 20, N0; + 2II + H,0 +other end products
N0; --> NO, —> NO --), NZO -+ NZ
The SBR will use an intem.J1 settlina to achieve at least 10 days bacteria retention time at a much
shorter hydraulic loading mre (HRT), as computed below:
Volme of SBRI . V SRT. Q. Y. (BODm — BOD,nn)
�R' _ — MLSS. (1 + kd. SRT)
where (Metcalf and Eddie, 1991): SRT = solids retention time = 25 days; Q = daily
flow rate=100,000 gal/day; Y = yield coefficient = 0.5 mg cell/mg BOD;; BODi _
influent BOD, (C + N) = 1600 mg/L see Table 1; DOD., = effluent BOD, = 50 mg/L;
MLSS = mixed liquor suspended solids = 2500 mg/L; kd = kinetic constant = 0.006
1/day.
Substituting and solving,
Volume of SBR, V5BRt = 310,000 gallons.
Sludge production = 0.3 x Q x (BODin - BOD, jx(S.34)
= 2371b/day
Allowing for sludge volume and aeration efficiency, volume of first SBR cell
= 400,000 gallons.
NOTE: The above design is for a completely -mixed liquor suspended media reactor.
Use of the sequencing batch reactor technology is expected to be significantly more
efficient than the traditional design above. Including allowance for rain, free board and
other considerations, the dimensions and actual volume of the pond are attached with
other engineering specifications. In addition, the design ignores the significant DOD
reduction with the BioSun® additives, which is considered as a safety factor.
4.1 Aeration Horsepower Requirement for the SBR
M00801081184

Using the carbonaceous and nitrogenous BOD values given above, and using a blower with a
fine -bubble diffuser system, developed at Murphy Farms, a 10 hp blower will be required. The
system will deliver 120 SCFM of air at 8 pounds.
3.9 Design Summary
Please refer to section 0.0 (introduction) for design summary. Key dimensions are bold faced
above for easier reference.
References
1. AWWA (American Water Works Association). 1990. Water Quality and Treatment. 4th
Edition. McGraw Hill, Inc, New Fork.
2. BioSun® Systems Corporation, 5775 Wayzata Boulevard, Suite 700, Minneapolis, MN
55416. Phone: [phone]. Fax: [phone]. Email: [e-mail].
3. Metcalf and Eddy, Inc. 1991. Wastewater Engineering: Treatment, Disposal and Reuse.
3rd ed. McGraw-Hill, Inc. New Fork, NY.
4. Vann Laboratories, P.O Box 668, Wallace, N.C. 28466. Phone: [phone]
5. Zhang, R. H. and P. W. 1997. Westerman. Solid -Liquid Separation of Animal Manure
for Odor Control and Nutrient Management. Transactions of the ASAE. Vol. 13(3): 385-
393.
M00801081185

Grower: FENDER 2 SOW FARM — Randy Stoecker Designed By: DSE
Address: 2802 Half Branch School Road Checked By: DSE
1 / Ivanhoe, NC 28441 Date: 04/02/99
County: FENDER Sheet 1 of 6
` SECONDARYTREA VENT
NITROFICATION/ DENITROFICATIONPOND DESIGN
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Volume Required (see report)
Additional Drainage Area:
'TO RAGE INFORMATION
Seasonal High Water Table Elev:
Freeboard:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Max Storage Elevation:
Min Storage Elevation:
Farm Population:
-------------------
Not Applicable
-------------------
-------------------
-------------------
STORAGEVOLUME REQUIREDVOL.
Storm Stor =
Temporary =
Permanent =
13475 (Cu.Ft.)
54021 (Cu.Ft.)
0 (Cu.Ft.)
otal Volume = 67,496 (Cu
Min. Required Liner Thickness
and Surface Area: (Inside TOD)
DESIGN VOLUMES
14,793 (Cu.Ft.)
67,318 (Cu.Ft.)
18,035 (Cu.Ft.)
100,146 (Cu.Ft.)
Murphy Family Farms Engineering P, O, Box 759, Rose Hill NC 28458
500 Hd.
1000 Hd.
3600 Hd.
7.5 In.
0.0
7.0 In.
310000 Gal.
0
97.00 Ft.
1.0 Ft.
3 :1 (H:V)
280.0 Ft.
77.0 Ft.
103.10 Ft.
93.10 Ft.
101.30 Ft.
96.10 Ft.
% REQ'D
109.78%
124.62%
148.37%
1.5 Ft.
21,560 S.F.
M00801081186
[phone]

Grower: FENDER 2 SOW FARM - Randy Stoecker
Designed By:
DSE
Address: 2802 Half Branch
School Road
Checked By:
DSE
Ivanhoe, NC 28441
Date:
04/02/99
;ount : FENDER
Sheet 2 of 6
ACTUAL DESIGN VOLUME CALCULATIONS
POND STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT) Cumul. Vol.
(Cu. FT)
93.10
3,740
94.00
5,049
3,955
3,955
95.00
6,572
5,810
9,765
96.00
8,167
7,369
17,135
97.00
9,833
9,000
26,135
98,00
11,572
10,703
36,837
99.00
13,383
12,478
49,315
100.00
15,266
14,324
63,639
101.00
17,221
16,243
79,882
102.00
19,247
18,234
98,116
103.00
21,346
20,297
118,413
103.10
21,560
2,145
120,558
M0080108118
These volumes were calculated using the vertical average end
area method.
TOTAL REOD VOLUME:
67,496 CF
CUMULATIVE
VOL.
ZONE VOL
148.370/.
.AD PUMP = _ _ _ >
96.10 FT
18,035 CF
PERM
18,035
START PUMP = _ _ >
101.30 FT
85,353 CF
TEMP
67,318
124.62%
MAX STORAGE _ _ >
102.10 FT
100,146 CF
STORM
14,793
109.78%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Urower: HLNULH 2 SUW FARM — Randy Stoecker Designed By: DSE
Address: 2802 Half Branch School Road Checked By: DSE
Ivanhoe, NC 28441 Date: 04/02/99
County: FENDER Sheet 3 of 6
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Pond Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (21560 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 12,577
Storm Storage:
Vol.=(Pond Surf. Area+- Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (21560 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volumefor 25Yr.-24Hr. Storm Event (cu.ft)= 13,475
"Heavy Rain" Storage:
Vol.=(Pond Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (21560 sq.ft + Osq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
Vol. = 310000gals. * 1 cu.ft/ 7.48 gals.
Total Required Volume For Additional Water Disposal = 41444 (cu.ft.)
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 13,475 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 54,021 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED VOLUME= 67496 (CU.FT.)
M00801081188
mu�ruy , a""'y , .""� �"VI'l vi'lly r.v. OOX /0J, MOSe r1/11 /VU ZU45t1 [phone]

urower: h- tz[NUCH z SUVV t-AHM — Han(
Address: 2802 Half Branch School Road
Ivanhoe, NC 28441
POND DESIGN SUMMARY
Checked By: DSE
Date: 04/02/99
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation — — — — — — — — — — — — — — — — — — —
Top of 25 yr/24 hrStorm Storage -------------------
Top of "Heavy Rain" Storage -------------------
Max Storage Elevation -------------------
Min Storage Elevation -------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area — — — — — — — — — — — — — — — — — — —
`n. Liner Thickness (if required) — — — — — — — — — — — — — — — — — — —
, eeboard Depth -------------------
Temporary Storage Period — — — — — — — — — — — — — — — — — — —
Zone Depths:
4 of 6
103.10 FT.
Not Applicable
102.10 FT.
Not Applicable
101.30 FT.
96.10 FT.
96.10 FT.
97.00 FT.
93.10 FT.
280.00 FT.
77.00 FT.
3:1 H:V
21,560 SF
1.5 FT.
1.00 FT.
5 Days
TOTAL DESIGN VOLUME — 100146 (CU.FT.)
Permanent / Sludge Storage Zone Depth ----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth-----------
3.0 FT.
5.2 FT.
1.8 FT.
10.0 FT.
Mo08o1081189
murpny ramny rarms cnglneenng P. U, Hox 759, Hose Hill NG 28458 [phone]

Grow_ PENDER 2 SOW FARM — Randy Stoecker
Address: 2802 Half Branch School Road
Ivanhoe, NC 28441
ZONE ELEVATIONS
Checked By:
Date:
Sheet 5 of 6
TOP OF DIKE ELEV = 103.10
/ \ TOP OF STORM ELEV = 102.10 /
STRT PMP EL.= 101.30 \ TOP OF TEMP STORAGE ELEV = 101.30 /
END PMP EL. = 96.10 \ TOP OF PERM ELEV = 96.10 / SHWT = 97,00
FINISHED BOTTOM ELEV = 93.10
M00801081190
DSE
04/02/99
Farms Engineering - P.O. Box 759, Rose Hill NC 28458 [phone]

Urower: PENDER 2 SOW FARM — Ran,
Address: 2802 Half Branch School Road
Ivanhoe, NC 28441
Checked By: DSE
Date: 04/02/99
of 6
This nitrification / denitrification pond is designed to further treat waste water received from
a properly sized single stage lagoon. The design has been done in accordance with all
construction and setback requirements set by the North Carolina Natural Resources
Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
A drainage pipe shall be installed with filter sock at a distance greater than 25 feet beyond the
toe of the dike to lower the seasonal high water table.
NOTE: See attached Waste Utilization Plan '�a`^"""'"
,�� �H CARD
:��Z�FESS/pi
DESIGNED: a SEAL
02a994
DATE: Z ._� 4'
COMMENTS:
M00801081191
Murphy Family Farms Engineering P 0. Box759, Rose Hill NC 28458 [phone]

WASTE UTILIZATION PLAN
PRODUCER: FENDER I & II SOW FARM
LOCATION: 3766 HALFWAY BRANCH SCH. RD, IVANHOE; PENDER CO.
TELEPHONE: [phone]
TYPE OPERATION: FARROW - WEAN
NUMBER OF ANIMALS: 7200 SOWS
(Design Capacity) 800 Nursery
2000 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 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
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons ft., tons etc.)
77,200 animals: 3203 (gallons) waste/animal/year 23,061,600.0
800 191 152,800.0
2-,000 927 1,854,000.0
Total 25,068,400.0
Amount of Plant Available Nitrogen (PAN) Produced Per Year
77,200 animals ;1_2 lbs. PAN/animal/year =
800 1.8
2 1.8
Total
(amt.) waste/year.
27,673.9 lbs. PAN/year.
275.0
3,337.2
31,286.2
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:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Acre Utilized Application
Total 0.00
*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 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 Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES OWNED BY PRODUCER - Year 1 Rotation
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre* Utilized Annliratinn
T733
1A
jNoA
Corn
111
9.98
1107.78
Feb 15 - Jun
T733
1A
NoA
Wheat
62
9.98
618.76
Se - Mar
T733
1A
NoA
Soybeans
9.98
0.00
Apr - Sep 15
T733
1 B
NoA
Corn
111
14.79
1641.69
Feb 15 - Jun
T733
1B
NoA
Wheat
62
14.79
916.98
Se -Mar
T733
1 B
NoA
Soybeans
14.79
0.00
Apr - Sep 15
T733
P 14
GoA
Corn
128
46.38
5,936.64
Feb 15 - Jun
T733
P 14
GoA
Wheat
68
46.38
3,153.84
Se -Mar
T733
P 14
jGoA
Soybeans
46.38
Apr - Sep 15
T733
15
jGoA
Corn
128
1.54
197.12
Feb 15 - Jun
T733
15
GoA
Wheat
62
1.54
95A8
Se - Mar
T733
15
GoA
Soybeans
1.54
-
Apr - Sep 15
T733
P 1
Rains
Corn
115
23.52
2,704.80
Feb 15 - Jun
T733
P 1
Rains
Wheat
53
23.52
1,246.56
Se - Mar
T733
P 1
Rains
Soybeans
23.52
-
Apr - Sep 15
T733
3
NoA
Corn
13.30
-
Feb 15 - Jun
T733
3
NoA
Wheat
53
13.30
704.90
Se - Mar
T733
3
jNoA
Soybeans
137
13.30
1.822.10
Apr - Sep 15
T733
4
Rains
Corn
12.10
-
Feb 15 - Jun
T733
4
Rains
Wheat
53
12.10
641.30
Se - Mar
T733
4
Rains
Soybeans
143
12.10
1,730.30
Apr - Se15
T733
5
Rains
Corn
3.80
-
Feb 15 - Jun
T733
5
Rains
Wheat
53
3.80
201.40
Se - Mar
T733
5
Rains
Soybeans
143
3.80
543.40
Ap r - Sep 15
T733
6
GoA
Corn
8.26
-
Feb 15 - Jun
T733
6 jGoA
Wheat
68
8.26
561.68
Se - Mar
T733
6
GoA
Soybeans
149
8.26
1,230.74
Apr - Sep 15
T733
7
GoA
Corn
9.80
-
Feb 15 - Jun
T733
7
GoA
Wheat
68
9.80
666.40
Se - Mar
T733
7
GoA
Soybeans
149
9.80
1,460.20
Apr - Sep 15
T733
P 2
GoA
Corn
20.82
-
Feb 15 - Jun
T733
P 2
GoA
Wheat
68
20.82
1,415.76
Se - Mar
T733
P 2
GoA
Soybeans
149
20.82
3,102.18
Apr - Sep 15
T733
Aerway 1 jNoA
Corn
20.00
-
Feb 15 - Jun
T733
Aerwa 1
NoA
Wheat
62
20.00
1,240.00
Se - Mar
T733
Aerway 1
NoA
Soybeans
137
20.00
2,740.00
Apr - Sep 15
TOTAL
Page 2a
184.29 35,680.01

WASTE UTILIZATION PLAN
Table 2:
Tract Field Soil
# No. Tvue
ACRES OWNED BY PRODUCER - Year 2 Rotation
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Annlication
T733
1A
NoA
Corn
9.98
0.00
Feb 15 -Jun
T733
1A
NoA
Wheat
62
9.98
618.76
Se -Mar
T733
1A
NoA
Soybeans
137
9.98
1367.26
Apr - Sep 15
T733
1B
NoA
Corn
14.79
0.00
Feb 15 - Jun
T733
1 B
NoA
Wheat
62
14.79
916.98
Sep - Mar
T733
1 B
NoA
Soybeans
137
14.79
2026.23
Apr - Sep 15
T733
P 14
GoA
Corn
46.38
-
Feb 15 - Jun
T733
P14
jGoA
Wheat
68
46.38
1 3,153.84
Se -Mar
T733
P 14
GoA
Soybeans
1 149
46.38
6,910.62
Apr - Sep 15
T733
15
GoA
Corn
1.54
-
Feb 15 - Jun
T733
15
GoA
Wheat
62
1.54
95.48
Se - Mar
T733
15
GoA
Soybeans
149
1.54
229.46
Apr - Sep 15
T733
P 1
Rains
Corn
23.52
-
Feb 15 - Jun
T733
P 1
Rains
Wheat
53
23.52
1,246.56
Se - Mar
T733
P 1
Rains
Soybeans
143
23.52
3,363.36
Apr - Sep 15
T733
3
jNoA
Corn
111
13.30
1,476.30
Feb 15 - Jun
T733
3
NoA
Wheat
53
13.30
704.90
Se - Mar
T733
3
NoA
Soybeans
13.30
-
Apr - Sep 15
T733
4
Rains
Corn
115
12.10
1,391.50
Feb 15 - Jun
T733
4
Rains
Wheat
53
12.10
641.30
Se - Mar
T733
4
Rains
Soybeans
12.10
-
Apr - Sep 15
T733
5
Rains
Corn
115
3.80
437.00
Feb 15 - Jun
T733
5
Rains
Wheat
53
3.80
201.40
Se -Mar
T733
5 IRains
Soybeans
3.80
-
Apr - Sep 15
T733
6 jGoA
Corn
128
8.26
1,057.28
Feb 15 - Jun
T733
6
GoA
Wheat
68
8.26
561.68
Se - Mar
T733
6
GoA
Soybeans
8.26
Apr - Sep 15
T733
7
GoA
Corn
128
9.80
1,254.40
Feb 15 -Jun
T733
7
GoA
Wheat
68
9.80
666.40
Se - Mar
T733
7
GoA
Soybeans
9.80
Apr - Sep 15
T733
P 2
GoA
Corn
128
20.82
2,664.96
Feb 15 - Jun
T733
P 2
GoA
Wheat
68
20.82 1
1,415.76
Se - Mar
T733
P 2 jGoA
Soybeans
20.82
-
Apr - Sep 15
T733
Aerway, 1
NoA
Corn
111
20.00
2,220.00
Feb 15 - Jun
T733
Aerway 1
NoA
Wheat
62
20.00
1,240.00
Se - Mar
T733
Aerway 1
NoA
Soybeans
20.00
-
Apr - Sep 15
TOTAL
Page 2a
184.29 35,861.43

WASTE UTILIZATION PLAN
Table 2: 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
Total _
See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 yl 184,29 35,680
Total 184.29 35,680
Amount of N Produced 31,286
Surplus or Deficit (4,394)
Table 1
Table 2 y2
Total
Amount of N Prod
Surplus or Deficit
Acres Lbs. N
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.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No.
1A
1B
Pivot 14
NOA
NoA
GoA
—A
Corn/Wheat/Soybeans
Corn/Wheat/Soybeans
Corn/WheaUSoybeans
i I
0.5
0.5
0.5
Amuun[tln.)
1
1
1
15
(To
Corn/Wheat/Soybeans
0.5
1
Pivot 1
GoA
Corn/Wheat/Soybeans
0,5
1
3
NoA
Corn/Wheat/Soybeans
0.5
1
4
Rains
Corn/WheaUSoybeans
0.4
1
5
Rains
Corn/Wheat/Soybeans
0.4
1
6
GoA
Corn/Wheat/Soybeans
0.5
1
7
GOA
Corn/Wheat/Soybeans
0.5
1
Pivot 2
GoA
Corn/Wheat/Soybeans
0.5
1
Aerway 1
NoA
ComfWheat/Soybeans
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.
** 2 Lagoons
Your facility is designed for 180-1 & 90-II 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 gauges.
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:
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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.
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.
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 propellant with no further applications animal
waste during the crop season.
P411
Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21
Waste shall be tested within 69 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 soil shall be monitored and alternative crop sites
shall be used when these metal 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.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Pender I & II
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) p p
Signature: Q� Date:
Name of Manager (If different from owner):
Signature:
Name of Technical Specialist: (Please print)
Date:
AJ Linton
Affiliation: Murphy Family Ventures LLC
Address (Agency): P.O. Box 1139
Wallace NC, 28466
Signature: 'G Date:
Page 8