820007_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I . Farm Number: 82-0007 Certificate Of Coverage Number: AWS820007
2. Facility Name: Pe�,, L", # 1. #2 & #3
3. Landowner's Name (same as on the Waste Management Plan): Hd3 Farms of the Carolinas LLC
4. Landowner's Mailing Address: PO Box J= Z/ &fj
Citv: Elizabethtown State: NC Zip: 28337-0535
7Y 0 o
Telephone Nuniber: 910-8624�. E-mail:
5. Facility's Physical Address: Peg Leg Rd
City: Turkev State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): jWnalj
11. Lessee's Name (if there is not a Lessee, write "None")
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
NC Zip: 28393
Murohy-Brown LLC
Phone No.: 9 1 O-J92=4TM
'Wr-6)17
Allowable Count
10,200
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
OIC #: _4:z�
16VY 3JFJ
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other
APP 0 117019
VVV-.T ouvift,
11K 7;�Wrll

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
"4-,43"0
2
19 as)-2"a-
-2�
1
3
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
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 Checktist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8.. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal*ncdenr.gov
Wow QUAY

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 14.3-215.613, 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 1601 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:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 7019PermitRenewal*ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ft� Fams
Roy COOP Ep.
0 . ovemor
MICHAEL REGAN
LINDACULPEPPER NORTH CAROONA
DIM~ Environmental qualfty
February 27, 2019
F1d3 Farms of the Carolinas LLC
Peg Leg #1, #2, & #3
PO Box 535
Elizabethtown, NC 28337-0535
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deg.nc.gov/about/divisions/�ater-resources/water-qualitv-rep-ional-oi3erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure �our continued coverage under the State Non-Dischgae General Permits. %ou must submit an application for
permit coverage to the Division. Enclosed �ou will find a "R2guest for Certificate of Coverge Facilitv Currentiv Covered b% an
Exviring State Non-Discharae General Permit." The gUplication form must be completed, signed and returntLby April 3. 2019.
Please note that �ou mus include one �1) copv of the Certified Animal Waste Mana2ement Plan iCAWMPI with the
comnleted and siened analication form. A list of items included in the CAWMP can be found on naize 2 of the renewal
application fo
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,600 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 (,,v/o enclosures): Fa% etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820007
MuMhv-Brown LLC
Wrtt, Zaro re N�parvrs�t gErN",orprerts Qia -ty I ,D ft-Da ofWateT Reso�,ces
512 N_ Se sb-iy St. I Mg Va' SGn�.e =',—W I Ra e'g, Mont Ca-z -a 27699-IS36
SiS.7372C33

I
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 -aind' 14,�-215.611, I a . ny person I who knowingly makes any false statement,
representation, or certifi6ition in any application miy 'be lsu�jed to 6A
pen, ..s per violation. (18 U.S.C.
Section 1001 provides a punishment by a'fme of'n6t'f&re ihaii-�'$16,666,0�1*_` ri ent 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:653 U L
Signature:
�A �,., �, A 4 J4. A 1 14
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE, coNPLETED APPLicAnoN SHOULD BE SENYTO 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]
owifty
FORM: RENEWAL -STATE GENERAL 02/2019

WASTE UTILIZATION PLAN
Thursday, March 28, 2019
Producer: HD3 Farms
Farm Name:
Peg Leg 82-7
PO Box 2107
Elizabethtown, NC 28337
Telephone #
[phone]
Type of Operation
Feederto Finish Swine
Number of Animals:
10200 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
10200 hogs X 1.9 tons waste/hogs/year = 19380 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
10200 hogs X 1.7 Ilbs PAN/hogs/year = 17340 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
DETERMINING PHASE
CODE
8525
1
WAGRAM 0-6%
BH
I-
8525
- 1
WAGRAM 0-6%
SG
8525
1AW
WAGRAM 0-6%
BH
8525
- 1AW
6AGRAM 0-6%
SG
8525
2
WAGRAM 0-6%
BH
8525
- 2
IWAGRAM 0-6%
SG
8525
2AW
WAGRAM 0-6%
BH
8525
- 2AW
WAGRAM 0-6%
SG
8525
3
WAGRAM 0-6%
BH
- 3
WAGRAM 0-6%
SG
LIT525
8525
3AW
WAGRAM 0-6%
BH
8525
3AW
WAGRAM 0-6%
SG
8525
4
WAGRAM 0-6%
BH
8525
4
WAGRAM 0-6%
SG
8525
5
WAGRAM 0-6%
L BH
8 52- -F
5
- 5
WAGRAM 0-6%
SG
8525
5AW
WAGRAM 0-6%
BH
8525
- 5AW
WAGRAM 0-6%
SG
8525
6
WAGRAM 0-6%
BH
8525
- 6
WAGRAM 0-6%
SG
8525
6AW
WAGRAM 0-6%
BH
8525
- 6AW
WAGRAM 0-6%
SG
8525
7
WAGRAM 0-6%
BH
852
WAGRAM 0-6%
SG
_5__:J:::::::�
8525
7AW
WAGRAM 0-6%
BH
8525
7AW
WAGRAM 0-6%
SG
6525
9AW
WAGRAM 0-6%
BH
8525
9AW
jWAGRA 0-6%
SG
YIELD LBSAW COMM ACRES LBSAW APPLIC.
N/ACRE NIACRE
USED
TIME
5.4
264.6
0
5.13
1357.4
MAR-SEP
1
50
0
5.13
256.6
SEP-MAY
5.4
264.6
0
0.87
230.202
MAR-SEP
1
50
0
0.87
43.6.
SEP-MAY
6.4
264.6
0
2.26
697.9961
MAR-SEP
1
.50
0
2.26
113
SEP-MAY
5.4
264.6
0
1.14
301.644
MAR-SEP
1
50
0
1.1 4
57
SEP-MAY
5.4
264.6
0
2.88
762.048
MAR-SEP
1
50
0
2.88
144
SEP-MAY
- 5.4
- 264.6
0
1.421
375.732
MAR-SEP
1
50
0
1.421
71
SEP-MAY
5.4
264.6
0
27.58.
7297.67
MAR-SEP
1
60
0
27.581
1379
SEP-MAY
5.4
264.6
0
7.5
1984.6
MAR-SEP
1
50
0
7.5
. 375
SEP-MAY
5.4
264.6
0
1.6
423.36
MAR-SEP
1
50
0
1.6
80
SEP-MAY
5.4
264.6
0
7.41
1960.69
MAR-SEP
1
50
0
7.41
370.6
SEP-MAY
5.4
264.6
0
4.47
1182.76
MAR-SEP
1
50
0.
4,47
223.5
SEP-MAY
5.4
264.6
0
8.49
2246.45
MAR-SEP
1
50�
0�
�84 9
424.5
SEP-MAY
5.4
264.6:
0
1.87
494.802
MAR-SEP
1
50
0.
1.871
93.5
SEP-MAY
5A
264.6
0
20
5292
MAR-SEP
1
50
01
20
1000
SEP-MAY
TOTALS:
29138.3
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
IBH HYBRID BERMUDAGRASS-HAY
ES6-�_LSIVIALL GRAIN OVERSEEDED
UNITS Las N/UNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES I AND 2
ACRES Les AW
N USED
TABLE 1 1 92.62 29,138
TOTALS: 92.621 29,138
AMOUNT OF N PRODUCED: 17,340
BALANCE -11,798
This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 3774 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AIVIT (inches)
8525 F-3AW, -4,-5,-5AW, -6, IWAGRAM 0-6% SG 0.60
1852-5 +3,3AW, 4,5,5AW, 6,6A� . WAGRAM 0-6% BH 0.60
This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This waste plan re -incorporates field 9 into the plan. Acreages are from the previous waste
plan executed 5/11/04 including the Aerway (AW) acreages. The latest nitrogen co -efficient
and RYE tables were used in the development of this plan.
Page 5 of 9

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

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
Liquid Systems
Page 7 of 9

NAME OF FARM: Peg Log 82-7
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implerpent the specifications and the operation and
maintenance precedures estalished in the approved'animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of'the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to'li3nd apply the animalwaste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF HD3 Farms
SIGNATU E.
NAME OF MANAGER (if different from owner):
please print
SIGNATU
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
SIGNATURE.*—&A77;��— DATE: —
Page 9 Of 9

tell
Site 1 Peg Leb Farm a pson Countyt�(18) 1232
Ply %40W
rK

ql�,11
SWINE PARM WA=t: MANAGEMENT CDOR CONTROL CHECKLIST
Source
Caus e
BMP's -to minimize Odor Site Speciffic Practices
Farms -read
Swine production
(1K.cormmended best management
practices:
od judgment and common sense
Animal body surfaces
Dirty rnanur&-covered arimals
Dry floors
Floor surfaces
Wet manura-covered floors
(L��Iortod floors:
ty�
Vaterers located over slotted floors;
"odors at high and of solid floors;
VScrace manure buildup from floors;
() Underfioor ventilation for drying
Manure collection pits
Urine
tyftrequent manure removal by flush,pir
racharge.or scrape
Parital micarbial decomposition
Underfloor ventilation
Ventilation exhaust farts
Volatile gases;
maintenance;
Dust
!�Fa
E mient air movement
Indoor surfaces
Dust
Vwashdown between groups of animals
Feed additives;
Feeder covers;
Feed delivery downsoout extenders to
feeder covers
F 1_' anks
Agitation of recycled lagoon
I Rush tank covers
licuid whiles tanxs are filling
Extend fill lines to near bottom of
tanks with anti -siphon vents
Underfloor flush with underfioor
convoyanance
ventilation
Pit recharge points
Agitation Of recycled lagoon
Extend rechard lines to near bottom of
liquid while Pits are ni ling
Pits with anti -siphon vents
Lift s ations
Agitation during SUMP tank filling
Sump tank covers
and drawdown
Outside drain collection
Agftation during wastewater
Box covers
or junction box"
conveyance
nd of drainpipes at lagoon
Agitation during waste-amir
E--t.-d di--c-arg. point of­p.O­,,._—
underneath lagoon licuid level
-agoon surfaces
Volatile gas emissions
L��rooer lagoon liquid caoaciry
Biological mixing
&�,dorrect lagoon starrup procedures
Agitation
Minimum surface area-to-voiume ratio
"*nimurn agitation wrien Pumping
Mechanical aeration
Proven biologicat additives
'rigation sprinkler nozzies
High PregsuPa agitation
U-17rigaze on cry days with litte or no wind
Wind draft
U�Minoimum recommended oDeration pressure
N��mo intake near lagoon liouid surface,
Pumr) from second -stage lagoon
MOC—November 11, 1996

age tank or basin Partial microbial decomposition
surface
Bottom or rridlavai lo-ding .
Mixing while filling
Tank covers
Agitation when emptying
Bamin surface Mars of solids
Proven bici"g-icai additives Or oxidants
surt i
Mixing while filling
level
Agitation when emptying
Remove sorted solids regularly
Manure. slurry or sludge Agitation when spreading
SOil injection of sJurrylsiudges
spreader outlets Volatile gas emissions
Wash residual Manure from spreader after use
Proven biologicLel additives or oxidants
Uncovered manure, slurry Volatile gas emissions whiia drying
or sludge on field surfaces
I Soil iniection of slurry/sludges
Soil incorporartion within 48 hours
Spread in thoin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals Carcass decomposition
Proper disposition of carcasses
Dead animal cisoosal Carcass decomposition A:
— - - - — - - - - — - - - - - -
Complete covering of .,cassesin
pits
burial
PrOPer location/consrruction of disposal pits
incinerators Incom.piele cOmOustion
Secondary stack burners
Standing water around ImProPer drainage
4
.acifities
(J�Orade and landscape such that water drains
Microbial decomposition of
away from facilities
organic matter
,M' -e tracked onto public Pooriy maintained access roads
ro,_ rom farm access
Additional Information:
�:iwine Manure Management; 0200 Rule/SMP Packet
Available From:
Swine Production Farm Potential Odor Sources and Remedies, EBAE
Fact Sheer NCSLI-Caunty E=ansion Center
NCSU-BAE
3 wine Production F3ciiiry Manure Management: Pit Racharg&-Lagoon Treatment; ESAE 28-88
1 NCSU-BAE
3 wine Production Facility Manure Management- Underfloor Fluse-Lagoon 7reatment.- ESAE Z9--88
NCSLLBAE
.agoon Desig and Management for Uvestock Manure Treatment and Storage; ESAE 1 03-aa
.alibrarion of Manure and Wastewater Application Equipmerm ESAE
'ontrolling
Fact Sheer NCSU-aAE
Odors from Swine Buildings; PJH-33
NCSLLBAE
nvironmental Assuranc Program: NPPC Manual
NCSLLSwin& Extension
Iritions for Managing Odon a report from the Swine Odor Task Force
NC Park Produces Assoc
NCSU Agri Corrirritirdeations
uisance Concerns in Animal Manure Management. Odors and Files; PRO 107. 1995 Conference Proceedings
Florida Cooperative Extension
he iSSues checked perrain to this operation. The landowner/inTegrator agrees
dOr
control Measures as prac-,ical.
to Use Sound judgment in applying
'artifY the aforemerrdoned Odor control Best Managment Practices have been reviewed with me.
(La nb o
OC-November 11, 1996

Gl-�
I--- INSECT CONTROL CHECKLIST FOR ANIMAL OPERAT10NS
Source Cause 13MP's to Minimize Odor
Site SPecific Practices
(Liquid Systems)
Flush GLrrters Acciurnulation of solids
uA"..h system is dasigned and Operated
sufficiently to remove accumulated
scilds from gutters as designed.
C ) Remove bridging Of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
klil�aintain lagoons, sording basins and
pits where Post bra&ding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches Over more than
30% of surface.
Excessive Vegetative Decaying vegetation
k�k`aintain vegetative control along banks of
Growth
lagoons and other imooundments to prevent
accumulation of decaying vegetative matter
along water's edge on imooundment's perimeter.
(Dry Systems)
Feeders
aintain feed systems (e.g_
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean uo soiiiage on a routine basis (e.g. 7-io day
interval during summer; 15-30 day interval during wirrtar).
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate conrainmenz (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes Eliminate low area that trao moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
Maintain fence rows and filter strips around animail
holding areas to minimize accumulations of wastes
G.e. inspect for and remove or break up accumulated
solids as needed).
MIC—November 11. 12,96

%—I —
Dry Manure Handling AccumuJations of animal wastes Remove Spillage On a routine basis (e.g. 7-10 day
Systems interval during surrimer. 15-30 days interval during
winter) where manure is loaded for land appacedon
or disposal.
Provide for adequate drainag* around manure stockp&es
Inspear for and remove or break up accurrxdated wastes
in -filter stripes around stockpiles and manure huxiling
are" as needed.
I he issues checked perrain to this operation. The landownerfintegrator agrees to use sound judgment in.applying
insect control measures as practical.
I certify the aforemen-tioned insect control Besr Managemenr Prac-rices have been reviewed with me.
�7
:or more infonTwtion contac -d-la Cooperative Extension Service, Department of Entomology, Jaox 7613,.North Carolina State University, Raleigh. NC
:76SS-7613.
kMIC—November 11, 1996

9 �_ --�
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff,
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon Occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing lealks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a S.L.1brTiorsible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes in(]
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon hottom as
soon as possible.
I _' 1 -1 20 0 7

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, after hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, and telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been undertaken and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by DWO and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
12 12 -2007

Version —November 26, 2018
Mortality Management Methods Sc�—
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
5_12 D Rendering at a rendering plant licensed under G.S. 1 06-168.7.
V1.1
Com plete incineration according to 02 NCAC 52C .0 102.
A composting system approved and permitted by , the NG Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC: Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionjof 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 NPIDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bedone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm owner/Manager Date
Signature of Technical Specialist Date

(3rower: IL CJ L E G 't12
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
Designed Dy: JCB
Checked By: DSE
Date: 03/06/09
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Ponulation:
Nursery: -------------
0
Wean to Finish: ........ ..... --..
0
Finishing: ------------
3400 Hd.
Farrow to weanling: — -----------
0
Farrow to feeder: ---------------------
0
Farrow to finish: -------- I-- -------
0
Boars:
0
Storage Period: -------------------
157 Days
25 Yr. / 24 Hr Storm Event ---- — --- — -------
7,0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation --------------------
7.0 In.
Additional Water Usage; -------- —
0
Additional Drainage Area: -----------
20025 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ------------
Y
Does Operator Want Emergency Spillway? REQUIRED!!!M! N
Was This Design Built Prior to Sept. 1996? (Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) ------------
N
Seasonal High Water Table Elev: ----------------------
0.00
Freeboard: —1— --- --------- —
1.0 Ft,
Emergency Spillway Flow Depth:
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottorn Elevation:
Start Pump Elevation:
Stop Pump Elevation:
---------------- Depth
------- 11.13 Ft.
21,36 In.
------- 45.96 In.
END PUM-iP IELPVATION IS TOO LOWII!
LAGOON VOLUME REQUIRED VOL.
Storm Stor=
Temporary =
Permanent =
Total Volume =
DESIGN VOLUMES
3 : 1 (H:V)
0.0
0.0
100.38 Ft.
89.25 Ft.
98.60 Ft.
96.55 Ft.
-/6 RE9-D.
66033
(Cu.Ft.)
66,743
(Cu.Ft.)
101.07%
163802
(Cu.Ft.)
164,141
(Cu.Ft.)
100.21%
459000
(Cu.Ft.)
459,461
(Cu.Ft.)
100.10%
688,835
(Cu.Ft.)
690,346
(Cu.Ft.)
100,22%
112 Treatment Volume = 229.500 (Cu,Ft.)
1/2 Treatment Volume Elevation 93.31 Ft.
90 Temporary Storage Volume Elevation 97.11 Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (inside TOD) -------------------
84,78 In.
39.28 In.
1.6 Ft.
93,175 S.F
Murphy -Brown, LLC Engineering R 0. Box 856, Warsaw, NC 2a398 [phone]

Grower: PEGLEG #2 tiesignea �4-y:
Address: P.O. BOX 856 Checked By:
WARSAW, NC 28398 Date:
County: SAMPSON Sheet 2 of 7--
ACTUAL DESIGN VOLUME CALGULATIONS
BASE VOLUME: Cu. Ft.
DSE
03/06/09
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.j
Area (SF)
Incr. Vol. jCu. FT)
Cumul. Vol. (Cu. FT)
91.00
56,743
87,831
92.00
60,719
58,731
146,562
93.00
64,445
62,582
209,144
94.00
67,875
66,160
275,304
95.00
71,133
69,504
344,808
96.00
74,440
72,787
417,595
97.00
77,803
76,122
493,716
98.00
81,628
79,716
573,432
99.00
85,609
83,619
657,050
100,00
89,631
87,620
744,670
100.38
93,175
34,733
779,403
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 688,835 MULATIVE
E . ND PUMP
96,55
FT
459,461
CF
START PUMP
98.60
FT
623,603
CF
MAX STORAGE
99.38 -.-FT
690,346
CF
VOL.
ZONE VOL.
TR'MT
459,461
TEMPMJ
164,141
STOR 1
66,743
100.22%
100.10%
100.21%
101.07%
Murphy -Brown, LLC Engineering P.O. Box 856,Wersaw, NC 28398 (910) 2,93-3434

Grower: PEGLEG #2
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
Designed By:
Checked By:
Date;
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALC�LL—ATIQNS
Permanent Storage:
Required Treatment Volume:
rM.;—.I 'f %m= ('.pnnnitv ALVV (cu.TtIlb) Totaill
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3,400
135
1.00
459,000
Farrow to weanling
0
1.00
0
Farrow to feeder
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Kequirea i reatment vomme tcu. mj= -4U;7'Uvv
Sludge Storage Volume:
[Nnirna� -ipe Capacity ALW cu. U��) Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
—0
Finishing
3,400
135
---T0-0
Farrow to weanlinq
T- 0 433
0.00
0
Farrow to feeder
0
522
0.00
Farrow to finish
0
11417
0.00
0
-6oars
I L 0
400
0
Total Required 5ludge morage vomme �cu- TE-j�
Temporary Storage Volume:
Manure Production:
�—=W I y p e
Capacity 10. Ne-r -10-d
�!ursegL__..'_,_
Wean to Finish
.
0
0
157
157
Finishing
3,400
157
Tarrow to weanling
0
157
Farrow to feeder
157
Farrow to finish
0 157
Boars
157
Total Manure Production (gals.)=
Total Manure Production (cu-ft.)=
Excess Fresh Water:
0.30
0
1.17
0
1.37
731,306
4.39
6.30___
0
0
14.38
4.06
0
731,306
97,768
JCB
OSE
03/06109
mma ype Capacity' 8—toi-N—riod d./day) Tota
Nursery
0-1
—157
0.00
0
Wean to Finish
157
0.00
0
Finishing
3, ZO " "
0
157
15
L
0.00
0
Farrow to weanling
0
157
0.00
0
Farrow to feeder
0
157
0.00
0
Farrow to finish
0
157
0100
0
Boars
0
157
0.00
0
i otai t-resn vvater cxce5s kqdib-)�
Total Fresh Water Excess (cu.ft.)=
P. 0. Box 856, Warsaw NC 28,
0

Grower: PEGLEG #2 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 03106/09
County: SAMPSON Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (93175 sq.ft. + 20025 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu,ft.)= 66,033
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (93175 sq.ft + 20025 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 66,033
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (93175 sq.ft + 20025 sq.ft,) * 0.0 in. /12 in./ft,
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall) I
Additional Water Storage:
it
No Add 0 ional Water Storage is Required 01
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 66,033 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 163,802 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 459,000 (CU.FT)
TOTAL REQUIRED VOLUME = 688835 (CU.FT.)
NC 28398

Iorower: PEGLEG #2 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 03/06/09
County; SAMPSON Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------- — - — -----
100.38
FT.
Emergency Spillway Crest Elevation -----
Not Al
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
99.38
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation ---------- — -----
98.60
FT.
End Pump Elevation ----------------
96.65
FT.
Top of Sludge Storage
Not
Applicable
Seasonal High Watertable Elev. ---------
0.00
Finished Bottom Elevation --- ---------------
89.25
FT.
Inside Top Length
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes
3:1
H:V
Lagoon Surface Area
93,175
SF
Min. Liner Thickness (if required) -------------- — ---
1.6
FT.
Freeboard Depth - — ---------- ----
1.00
FT.
Temporary Storage Period ...
157
Days
Zone D2pths-.
TOTAL DESIGN VOLUME = 690346 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 7.3 FT.
Temporary Storage Zone Depth ----------- 2,1 FT,
Freeboard I Stomi Storage Zone Depth ------------ 1.8 F-r-
Total Lagoon Depth 11.1 FT�

Grower: PEGLEG42 Designe JCB
Address: P.O. BOX 856 Checke(DSE
WARSAW, NC 28398 Date: 03/06/09
County. SAMPSON Sheet 6 of 7
STRT PMP EL.= 98.60
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.38
TOP OF STORM ELEV = 99.38
TOP OF TEMP STORAGE ELEV 98.60
END PMP EL. 96.55 TOP OF TREAT ELEV 96.55
FINISHED BOTTOM ELEV = 89.25
SHWT 0.00
P.O. Rox 856, Warsaw NC 28398 [phone]

Grower: PEGLEG #2 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 03/06/09
County: SAMPSON Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natu ra( Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan
t
DESIGNED:
Z 4-N
DATE: A-16�1
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. .1 Lis c�esign does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P� 0. Box 856, 'Norsa w NC 26398 [phone]

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

LALyoon surface --- look for:
C2
undesirable vegetative &rowth
2. floating or lodged debns
Embankment --- look for:
1 . settlement, cracking, or "jug" holes
2. side slope stability --- slumps or bulges
3. wet or damp areag on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action, If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts,
Any of these, features could lead to erosion and weakening of the dam, If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should bo.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:
I . recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will Cow 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:
I , adNuatc vegetation
2, diversion capacity
3. ridge berm height

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

Managemeiat:
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 ke ng feeders adjusted. This
will reduce the amount of solids entering nei lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level,
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
St= 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 I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
L=ate 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 fead, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed,
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by,

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

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

� I
Urower: Htz(3LLU#1 Desig-ned BY:
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NG 28398 Date: 04/23/09
County: SAMPSON Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
0
Wean to Finish:
0
Finishing: — ---- — ----- —
3400 Hd.
Farrow to weanling: — ------- — -----
0
Farrow to feeder:
0
Farrow to finish:
0
Boars:
0
Storage Period:
61 Days
25 Yr. / 24 Hr Storm Event
7.3 In.
"Fleavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation — ---- — ---
7.0 In.
Additional Water Usage:
0
Additional Drainage Area: -------------- — ---
20025 S.F.
LAGOON INFORMATION
is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
y
Does Operator Want Emergency Spillway?
REQUIREDHHH!
N
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHW`T?
(Y/N) ------------
N
Seasonal High Water Table Elev:
0.00
Freeboard: -----------------------
1.0
Ft.
E Emergency Spillway Flow Depth: Not Applicable
0
Side Slopes: ------------ --
3
: 1 (H:V)
From Lagoon
Volume Check Contours
0.0
contour areas see sheet 2 of 7-
0.0
Top of Dike Elevation:
Depth
99.24
Ft.
Finished Bottom Elevation:
11.24 Ft.
88.00
Ft.
Start Pump Elevatiom
21.72 In,
97.43
Ft.
Stop Purnp Elevation: --------
37.68 In.
96.10
Ft.
.j_kGOON _VOLUME _ REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 62871 (Cu.Ft.)
63,692 (Cu.Ft.)
101.31%
Temporary = 98689 (Cu.Ft.)
99,145 (Cu.Ft.)
100.46%
Permanent = 459000 (Cu.Ft.)
460,064 (Cu,Ft.)
100.23%
Total Volume = 620,560 (Cu.Ft.)
622,901 (Cu.Ft.)
100.38%
1Tireatrnentvoiuma= 229,500 (Cu.Ft.)
1/2 Treatment Volume Elevation 92.57 Ft.
90 Temporary Storage Volume Elevation 95.86 Ft.
Min. Required Liner Thickness --------------------
Lagoon Surface Area: (Inside TOD) --------------------
Murphy-Browr,, LLC E-n9ineering P.O. Box 656, Warsaw, NC 26398
80.00 In.
40.52 In.
1.6 Ft.
84,037 S.F.
(910) ?93-3434

Grower: PMLL-G". Designed By: ics
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/23/09
County: SAMPSON Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft'
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr, Vol. (Cu. FT)
Cumul. Vol. (Cu, FT)
90.00
50,452
88,884
91.00
53,991
52,222
141,106
92.00
57,338
55,665
196,770
93.00
60,554
58,946
255,716
94.00
63,883
62,219
317,935
95.00
67,283
65,583
383,518
96.00
71,167
69,225
452,743
97.00
75,261
73,214
525,957
98.00
79,403
77,332
603,289
99.00
84,037
81,720
685,009
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 620,560 CF CUMULATIVE VOL. ZONE VOL. 100.38%
END PUMP== 96.10 FT 460,064 CF TR-MT 460,064 100.23%
START PUMP = 97.43 FT 559,209 CF TEMP 99,145 100.46%
MAX STORAGE 98.24 FT 622,901 CF STORM 63,692 101.31%
Murphy -brown, LLC Engineering P.O. Box 856 Warsaw, NC 28398 [phone]

Grower: PEGLEG#1
Address, P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Fe--quired Treatment volume:
Wean to Finish
Finishing
Farrow to weanli
Farrow to feeder
Farrow to finish
Boars
Sludge Storage Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
Capacity ALW (cu.ft./lb) o �ta I
0
30
1.00
0
0
115
1.00
3,400
135
1.00
0
433
522
1.00
1.00
0
0
0
0
1,417
1.00
0
0
400
1,00
0
Total Required Treatment Volume (cu. ft.)=
459,000
[Animal Type Capacity ALW Total
Nursery
0
30
-0.00
0
Wean to Finis�--­
115
0.00
0
Finishing
3,400
135
0.00
0
Farrow to weanlin
0
433
0. 00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
1,417
0.00
Boars
0.000
0
i otai Requirea bluage 3torage Volume (cu. ft.)=
Tem2orary Storage Volume.
Manure Production:
0
Sto. Period ddday) = Total
FTU-rsery
0
61
0
Wean to Finish
0
61
1.17
0
Finishing
Farrow to wea��Iig--
3,400
61
1.37
284,138
0
61
4.39
0
Farrow to feeder
0
61
5.30
0
Farrow to finish
14.38
0
Boars
0
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
284,138
37,986
Fnimal Type Capacity Sto. Period d./day� -= Total
Nursery
61
0.00
0
Wean to Finish
0.00
0
Finishing
3,400
61
0.00
0
Farrow to weanlinq.,
0
6`1
0.00
0
Farrow to feeder
0
61
0.00
0
Farrow to finish
0
61
0.00
0
Poars
0
61 -
_-0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
C L-r1q;l1perinq P. 0.
0
0
JCB
DSE
04/23/09

urower:
Address:
County:
HF-51-EU71
P.O. BOX 856
WARSAW, NC 28398
SAMPSON
Designed By:
Checked By:
Date:
Sheet 4 of 7
JC6
DSE
04/23109
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (84037 sq.ft. + 20025 sq.ft.) * 7 in. /12 in.1ft.
Total Required Volume for Rainfall in Excess of Evap. (cuft)= 60,703
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (84037 sq,ft + 20025 sq.ft.) * 7.3 in. /12 1 n./ft,
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 62,871
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (84037 sq.ft + 20025 sq.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:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr, / 241-1r. Storm +'Heavy Rain')= 62,871 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 98,689 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 459,000 (CU.FT)
TOTAL REQUIRED VOLUME = 620560 (CU.FT.)
P 0- Box 856, Warsaw NC 28398

Grower: PEGLEG#1
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation ---------- - -------
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage ----
Start Pump Elevation ------ - -----------
End Pump Elevation — -----------------
Top of Sludge Storage ---------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation --- ---------- - - -
Inside Top Length ------ - ---- - -
Inside Top Width --------------
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required) --------------
Freeboard Depth ---------------------
Temporary Storage Period ---- - ---- --------
Designed By: JCB
Checked By: DSE
Date: 04/23/09
Sheet5of7
TOTAL DESIGN VOLUME = 622901 (CU.FT.)
Zone DerAhs.
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth ------------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ..........
Murphy-Rrown, LLC Engineering P.O. Box 856, Warsaw NC
99.24
FT.
Not Al
Applicable
98.24
FT.
Not
Applicable
97.43
FT.
96.10
FT.
Not
Applicable
0.00
88.00
FT.
Not
Applicable
Not
Applicable
3:1
H:V
84,037
SF
1.6
FT.
1.00
FT,
61
Days
8A FT,
1. 3 FT.
1.8 FT.
11.2 FT.
0) 293-34.34

Grower: PEGLEG#1 Designe JCB
Address: P,O� BOX 856 Checke(DSE
WARSAW, NC 28398 Date: 04/23/09
Counr.v: SAMPSON Sheet 6 of 7
STRT PMP EL.= 97.43
END PMP EL. = 96.10
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.24
TOP OF STORM ELEV = 98.24
TOP OF TEMP STORAGE ELEV = 97.43
TOP OF TREAT ELEV = 96. 10
FINISHED BOTTOM ELEV = 88.00
f
SHWT 0.00
wn, LLC Engineering P� 0 Box 856, Warsaw NC 28398 [phone]

(:�rower PEGLEG#11 Designed By: JGB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/23/09
County: --SAMPSON Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
"Y
NOTE: See attached Waste Utilization Plan
L
DESIGNED:
_2
DATE:
COMMENTS: The lagoon has been designed as an irregular shape,
.This design is update of start and stop_pymp_el�vati�ns �nqto_show the 1/2
treatment volume level for sludge storage. This desiLij.jo��s �jo�yp��de the
original certification of the farm.
Murphy -Brown as -built 4/13/09
Murphy -Brown, L.LC Engineering P.O. Box 856. Warsaw NC 28398 '[phone]

wP5
:,i6wer: _77777-777's
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
jesignen By: juL-3
Checked By: DSE
Date: 03/10/09
Sheet 1 of 7
ANAEROBIC WASTE LAGOON D
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
----------------
E�IrM Pori ulation:
Is Lagoon Designed as an Irregular Shape?
(Y/N)
------------ Y
Does Operator Want Emergency Spillway?
(Y/N)
------------- N
Was This Design Built Prior to Sept. 1996?
(YIN)
------- — --- Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------ N
Seasonal High Water Table Elev: -----------
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes: -------
Top of Dike Elevation:
Depth
Finished Bottom Elevation: BOTTOM E
11.40 Ft.
Start Pump Elevation: ----------------
21.36 In.
Stop Pump Elevation: ---
46.56 In.
&-iC, PLIMP ELEVA-.1*l0N IS
TOO LOWIII
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUM
0
0
3400 Hd.
0
0
0
0
163 Days
7.0 In.
7.0 In.
0
20025 S,F.
0.00
1.0 Ft.
3 : I (H:V)
0.0
0.0
100.40 Ft.
89.00 Ft.
98.62 Ft.
96.52 Ft.
% REQ'D.
Storm Stor= 65570
(Cu.Ft.)
66,287
(Cu.Ft.)
Temporary = 167074
(Cu.Ft.)
167,296
(Cu.Ft.)
100.13%
Permanent = 459000
(Cu.Ft.)
460,243
(Cu.Ft.)
100.27%
Total Volume 691,644
(Cu.Ft.)
693,826
(Cu.Ft.)
100.32%
1/2 Treatment Volume
229,500
(Cu.Ft.)
112 Treatment Volume Elevation
93.28
Ft.
85.41 In.
90 Temporary Storage Volume Elevation
97.13
Ft.
39.30 In.
Min. Required Liner Thickness 1.7 Ft,
Lagoon Surface Area, (Inside TOD) --------------- --- 92,380 S. F.
Murphy -Brown, LLC Engineering R 0. Box 856, Weirsaw, NC 28398 (910) 293-343.4

u rowe r: HLULLU q�3
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
jesignea tiy:
Checked By:
Date:
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. ;Cu. FT)
91.00
57,169
92.00
61,050
59,110
93.00
64,761
62,906
94.00
68,028
66,395
95.00
71,173
69,601
96.00
74,359
72,766
97.00
77,574
75,967
98.00
81,145
79,360
99.00
84,896
83,021
100.00
88,799
86,848
100.40
02,380
36,236
DSE
03/10/09
Cumul. Vol. (Cu. FT)
89,964
149,074
211,979
278,374
347,974
420,740
496,707
576,066
659,087
745,934
782,170
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
691,644
CF
CUMULATIVE
VOL.
ZONE VOL.
100.32%
END PUMP = = = =
96.52
FT
460,243 CF
TR'MT
460,243
100.27%
START PUMP = =:
98.62
FT
627,539 CF
TEMP
167,296
100.13%
MAX STORAGE =
99.40
FT
693,826 CF
STORMj
66,287
101.09%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: PEGLEG #3 Designed By: JCB
Address: P.0, BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 03/10109
County: SAMPSON Sheet 3 of 7
. .... ------ ----
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal TI ype 0apacFty______7 - ALVV (cu.ft.ilb) :_:::=�Totaj
Nursery
1 0
30
1.00
0
Wean to Finish
0
115
1.00
0
.Finishing
3,400
135
1.00
[-11
459,000
Farrow to weanling
0
433
1.00
0
farrow to feeder
0
522
.'On On
0
farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
i Olaf Kequirea i reatment volume (cu. tt.)= 459,000
Sludge Storage Volume:
jAnimal Type Capacity ALW (cu.ft.ilbj �:=Otal
Nursery
0
30
0.00
0
Ween to Finish
0
116
0.00
0
Finishing.
3,400
135
0.00
0
Farrow to weanling
0-
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
Boars
1,417
0 400
0,00
0.000
—0
0
I Olaf Kequirea ziluage .5torage volume (cu. rt.)=
Temporary Storage Volume:
Manure Production:
a
jAnima� Type Capacity Sto, Period d]day) = Total
Nursery
0
163
0.30
0.
Wean to Fin i
0
1.17
0
flni�hinq
3,400
163
1.37
759,2i�4
Farrow to weanling
0
�63
4.39
0
Farrow to feeder
163
5.30
0
Farrow to finish
0
163
14.38
0
Boars
0
163
4.06
0
Total Manure Production (galls.)=
Total Manure Production (cuft)=
Excess Fresh Water:
759,254
101,505
jAnimal Type Capacity Sto, PeCiod JJday) = Total
'Nursery
0
163
0.00
0
Wean to Finish
0
163
0.00
0
Finishing
3,400
163
0.00
0
Farrow to weanling
0
163
0.00
0
Farrow to feeder
0
163
0.00
0
Farrow to finish
0
0
163
163
, 0.00
1 0,00
0
0
Boars
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
856. Warsaw NC
a
0

L.-I ruwfdr. ttULtU XJ Designed By:
-Jcff -
Address: P.O. BOX 856 Checked By:
DSE
WARSAW, NC 28398 Date:
03/10/09
County: SAMPSON Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 12in./ft
Vol.= (92380 sq.ft. + 20025 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cuft)=
65,570
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storrn(in) 12in./ft.
Vol.= (92380 sq.ft + 20025 sq.ft.) * 7.0 in. /12 infft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)=
65,570
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) ""Heavy Rain" Factor (in) / 121n./ft.
Vol.= (92380 sq.ft + 20025 sq.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:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 65,570 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 167,074 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 459,000 (CU.FT)
TOTAL REQUIRED VOLUME = 691644 (CU.FT.)
w IV(; zd3lyd (91

Grower:
Address:
Countv:
PEGLEG #3
P,O. BOX 856
WARSAW, NC 2839a
SAMPSON
LAGOON DESIGN SUMMARY
Designed By:
Checked By:
Date:
Sheet 5 of 7
�—Cb -- --
DSE
03/10/09
Top of Dike Elevation ------- - ----- - ---
100.40
FT.
Emergency Spillway Crest Elevation
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage
99.40
FT.
Top of "Heavy Rain" Storage ------ - ---- - -----
N ot
Applicable
Start Pump Elevation -------------------
98.62
FT.
End Pump Elevation
96.52
FT.
Top of Sludge Storage - - -----------
Not
Applicable
Seasonal High Watertable Elev, — -----------------
0.00
Finished Bottom Elevation ----------
89.00
FT.
Inside Top Length
Not
Applicable
Inside Top Width --- - --------------
Not
Applicable
Side Slopes
3:1
H:V
Lagoon Surface Area
92,380
SF
Min. Liner Thickness (if required) ----- - - .....
1.7
FT.
Freeboard Depth ---- I ----------------
1.00
FT.
Temporary Storage Period
163
Days
Zone DeDths:
TOTAL DESIGN VOLUME = 693826 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 7.5 FT.
Temporary Storage Zone Depth 2.1 FT,
Freeboard / Storm Storage Zone Depth --------- - 1.8 FT.
Total Lagoon Depth --- Ti-4- r--j-
I

Grower: PEGLEG #3 DesigneJCB --
Address: P.O. BOX 856 Checke(DSE
WARSAW, NC 28398 Date: 03/10/09
County: SAMPSON Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.40
TOP OF STORM ELEV = 99.40
STRT PMP EL.= 98.62 TOP OF TEMP STORAGE ELEV = 98.62
END PMP EL. = 96.52 TOP OF TREAT ELEV = 96.52 SHWT 0.00
FINISHED BOTTOM ELEV = 89.00
wn, LLC Engineering P.O. Box 856, Warsaw NC 28398 ('910) 293-3434

Grower: PEGLEG #3 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 03/10/09
County: SAMPSON Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines,
o
%. A -
NOTE: See attached Waste Utilization Plan
SE
DESIGNED:
021,�� 0-4.
DATE: I . .......
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm,
-Murphy-Brown as -built 3/6/09
Murphy -Brown, LLC Engineeting P, 0. Box 856, Warsaw NC 28398 [phone]

'FA- RMS
E'VCTIIVEERIIVG DEPARTMENT
(o 10) 201) - 2111. fXr. &30 P. a 'PDX 7.50 ROSE HJU,
NOON CAROLWA 2845a
Lit,
CALCULATED 2
Cl If f:
.- 13 1
SCALL
V
.4
. .....
. ... .....
6 4