670021_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.
1. Farm Number: 67-0021
2. Facility Name: Cavie Farms
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 808 Cavie Ln
City: Richlands State
Q�C�-�00
NC
Certificate Of Coverage Number:
Mark F Cavanaugh
Telephone Number: 91 x . E-mail: caviefarms ,1 2mail.com
5. Facility's Physical Address: 180 Louise Ln-
City: Richlands State: NC
6. County where Facility is located: Onslow
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): Mark F. Cavanauuh
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:
Maxwell Foods Inc
Phone No.: 910-330-7000
Allowable Count
8,800
AWS670021
Zip: 28574-0174
Zip: 28574
OIC #: 16235
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
MAR 2 8 2019
w r,,n.0v,v!t,

R©Y COOPER
cwemor
MICHAEL S, REGAIN
Semrory
LINDA CULPEPPER
pireoor
.o`SWtry
NORTH CAROUNA
Envfnonmental Quality
February 27, 2019
Mark F Cavanaugh
Cavie Farms
808 Cavie Ln
Richlands, NC 28574-0174
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 htt s://de .nc.Lov/about/divisions/water-resources/ivater ualitr-regional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits you must submit an 42plication for
permit coverage to the Division. Enclosed k ou will find a "Re uest for Certificate of Covera a Facility Currentlk Covered by an
Expiring State Non -Discharge General Permit." The apVlication f rm must be com leted. signed and returned by April . 2019.
Please note that you must include one 11) com- of the Certified Animal Waste Management Plan (CMPI with the
com Meted and signed application form. A list of items included in the CAWMP can be found on riage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A',�L �'
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section
Onslow County Soil and Water Conservation District
AFOG Section Central Files - AWS670021
Maxwell Foods Inc
Nea tt a'a r e Departrer t aF E-v -w rr ar to Q Ls tr I D vs a- of Water Resources
512 N. Se sbu-y St. 1 163£ Va 3erti"_�e :e^ter I Fie a gt , No;e Cwo ^ a 27699-1£30
919.707 21 J

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)
MRl
87,991.00
MR2
G r, !t
f0 ��' f4110
72,310.00
-
MR3
101
�j y
43,996.00
`ZOA6
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:
1. The most recent Waste Utilization Plan (W (JP), 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 CAWMP.items above to: [e-mail]

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:
Signahi
Name:
itle:
c7
Date: ■
itle:
Signature:
Name:
Date:
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: 2019PermitRenewalC ned en ngov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
ortality 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
a 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 beat 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
® ® Complete incineration according to 02 NCAC 52C .0102.
® ® A composting system approved and permitted by the NC Department of Agriculture & Con-
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
D El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a a 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).
aMass 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. lures or measures for disposal according to G.S. 106-399.4.
Signature of Far Maj2ag Date
Signature of echnical Saecr st Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, June 20,1996
Producer: Mark Cavanaugh
Farm Name: Cavie Farms LLC.
808 Cavie Lane
Richlands,NC 28574
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 8800 hogs design capacity
Application Method: Irrigation
Updated 211512011
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 fPrtili7e.r 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

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8800 hogs X 1.9 tons waste/hogslyear = 16720 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8800 hogs X 2.3 Ibs PAN/hogs/year = 20240 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
3507
1
JAUTRYVILLE ALL
BH
5.5
2751
0 7.92
2178
3507
1
AUTRYVILLE ALL
SG
1
50
01
7.92
396
3507
10
NORFOLK 2-6%
BH
6.1
305
01
3.44
1049
3507
10
NORFOLK2-6%
SG
1
50
0
3.44
172
204
11A
'NORFOLK 0-2%
BH
6.1
305
0
4.34
1324
204
- 11A
NORFOLK 0-2%
SG
1
50
0
4.34
217
185
11 B
WXRVYN 10-15%
BH
6
300
01
1.75
525
185
- 11 B
MARVYN 10-15%
SG
1
50
Oj
1.75
88
185
11 B
NORFOLK 2-6%
BH
6.1
305
0
4.1
1251
185
- 11 B
NORFOLK 2-6%
SG
1
50
0
4.1
205
185
12
NORFOLK 2-6%
BH
6.1
305
0
4.99
1522
185
12
NORFOLK 2-6%
SG
1
50
0
4.99
250
3507
2
NORFOLK 0-2%
BH
6.1
305
0
3.76
1147
3507
2
NORFOLK 0-2%
SG
1
50
0
3.76
188
3507
2
AUTRYVILLE ALL
BH
5.5
275
0
4.5
1238
3507
2
AUTRYVILLE ALL
SG
1
50
0
4.5
225
3507
3
AUTRYVILLE ALL
BH
5.5
275
0
3.1
853
3507
3
AUTRYVILLE ALL
SG
1
50
0
3.1
155
3507
4A
AUTRYVILLE ALL
BH
5.5
275
0
2.791
767
3507
-- 4A
AUTRYVILLE ALL
SG
1
50
0
2.79
140
3507
413
AUTRYVILLE ALL
BH
5.5
275
0
1.86
512
3507
- 413
AUTRYVILLE ALL
SG
1
50
0
1.86
93
3507
5A
NORFOLK 2-6%
BH
6.1
305
0
20.26
6179
3507
-- 5A
NORFOLK 2-6%
SG
1
501
01
20.26
1013
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-SEP
SEP-MAR
MAR-OCT
SEP-MAY
TOTALS: 21683.7
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

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 UNITS LBS NIUNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS Aw
N USED
(TABLE 1 62.811 21,684
TOTALS: L62.811 21,684
AMOUNT OF N PRODUCED: 20,240
***BALANCE -1,444
*** 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 3256 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 1.67 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 (inlhr) AMT (inches)
185
-11B, —12
NORFOLK 2-6%
SG
0.50
*1
185
11B,12
NORFOLK 2-6%
BH
0.50
*1
185
-11B
MARVYN 10-15%
SG
0.50
*1
185
11B
MARVYN 10-15%
BH
0.50
*1
204
-11A
NORFOLK 0-2%
SG
0.50
*1
204
11A
NORFOLK 0-2%
BH
0.50
*1
3507
-10, -5A
NORFOLK 2-6%
SG
0.50
*1
3507
10, 5A
NORFOLK 2-6%
BH
0.50
*1
3507
--2
NORFOLK 0-2%
SG
0.50
*1
3507
2
NORFOLK 0-2%
BH
0.50
*1
3507
-1, -2, 3, -4A, -4B
AUTRYVILLE ALL
SG
0.60
*1
3507
1, 2, 3, 4A 4B
AUTRYVILLE ALL
BH
0.60
*1
JT
2�
i
Page 4

............. ........
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 5

NARRATIVE OF OPERATION
This WUP has been revised to reflect wetted acres by irrigation pulls. The computations are
a result of actual field measurements and in some cases does not correspond with the
original FSA map. Each pull was measured and is reflected in the attached computations.
The WUP has been written by irrigation pull numbers and the map has the pulls shown and
labeled. A D-1 documents the required information. There are an additional 20+ acres that
are not in the WUP that are available for land application if the need arises.
Irrigation pulls #5,#6,#7,#8 were installed with a center pivot irrigation in August -October
2006. Pulls #5,#6,#7,#8 were deleted and changed to #5A. The wettable area has changed
to 20.26 acres provide by Rainman Irrigation. If needed grower can add area in front of barn
and apply waste with his airway.
Page 6

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
Page 7

and from any perennial stream or river (other that 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 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
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Cavie Farms LLC.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement 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 land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF. FACILITY OWNER: Mark Cavanaugh
SIGNATURE: � _ DATE:
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: A &x-DATE:
please print
�1"fir //
Page 10

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: � — 9 — 9 7
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; MFc
2. Two copies of a general location map indicating the location of the animal waste facilities and M �C
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
I1. GENERAL INFORMATION:
1. Farm's name:
2. Print Land Owner's name: Mark Cavanaugh
3. Land Owner's Mailing address: PO Box 398
City: Richlands NC Zip:
Telephone Number:
4. County where farm is located:
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include copy
of a county road map with the location of the farm identified): 14-t i .4t.,..� Ze O 44615�/�-
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): USDA-NRCSGoldsboro Hog Farms
67-21
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION: fc) '
1. Farm No.: ,� 67.21 1447.0E woc�
2. Operation Description: Swine operation �1 7. 3n _ 47
-F +�Rish
Certified Design Capacity
$ OLD
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Tme of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: HoA! E _No. of Animas:
3. Acreage cleared and available for application: 105.70 Required Acreage (as listed in the CAWMP): -94— `14, b
4. Number of Lagoons: .3 ; Total Capacity: l 7"7 0, s,7 = Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity:
5. Is animal waste being applied on any field which has subsurface drains?
6. Are subsurface drains present in the vicinity of or under the lagoon?
I V . APPLICANT'S CER
I, 74a,-k
CATION:
Cubic Feet (ft3)
YES o (please circle one)
YES or*(please circle one)
(Land Owner's name listed in question I1.2), attest that
this application for -' (Farm name listed in question II.1)
has been reviewed by me and is acwf6e 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.
Signature
Date
9
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest that this
application for (Farm name listed in question II.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM.: AWO-G-E 2/26/97 Page 2 of 3

OPERATOR: MR ►-I06-11
COUNTY: 0 NSia'I 11
TYPE OPERATION: 17& 0 HC-An ri NlcI'Al N
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified..
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu.ft.): 35e r-(05 F>r3
Actual Design'Volume (cu.ft.): 367,730 F;7-3
Excavation (cu.yd.):
Clay liner excavation(.cu.yd.
Total excavation (cu.yd.)
1
Pad and Dike Fill (cu.yd.) : to-1i$ Y�3
Clay liner fill (cu:.yd. ) 4so4-fn-3 W(Z,5,14EYeLi'ytoNFL'KwmeACr(vN)
Total fill (cu.yd.)':
fooq qv3
Cut/Fill Ratio: • 81 . t EXCAVA•rET.> riAATvP-4AL WIt_L WOF m�-1r r-11L- C-&-ui'REMeN
Job Class: :MIL
Prepared ' by:
Prepared - . by:
Date: 21 06-r 0ri
•Q %tlW�iPURO NOG Fi1�P�{1�t5 � I N C .
1-tNE1z t;XCdvATtGN Wig►- FZ(r Chi/FILL RATIO AT- 1.14' 6&TIF(1-1-
1VXtN11\tt(M 15 1.2ri: ► ItJIr�I CcmVAe-r►O • ALt- LINER FILL WiL�L F3E CpnniN&
F200A ON-eitTe BARROW AREA
W
'i
�L
V.

0
United States Natural
Department of Resources
Agricultrure Conservation
Service
June 5, 1995
M.R. Hogs
P.O. Box 398
Richlands NC 28574
Dear Mr. Cavanaugh:
Donald A. Halsey Ag.
604 College Street
Jacksonville NC 28540
This letter pertains to the outlined area on the attached
aerial photo map with 1026 form on your property dated
January 25, 1995.
This outlined area is marked (NW) - No hydric or wetland
soils, or (W) - Wetland. The area marked (NW) may be
converted to cropland or other non-agricultural use. Any
alteration of the hydrology or removal of woody vegetation
for the purpose or to have the effect of making commodity
production possible on the area marked (W) would be a
violation of the FSA. This determination Was made for FSA
purposes only. Other federal and/or state permits may be
required.
If I can be of further assistance, please notify.
�f
Harry ( Tyson v
District Conservationist -
pc: Eunice Bizzell

r. name and Address of Person
SCS-CPA-026
drvation Service (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
Name of USDA Agency or Person Requesting Determination
MR Hogs
P.O. Box 398
Richlands NC 28574
2. Date of Request
1/25/95
3. County
Onslow
5. Farm No. and Tract No.
T 35'0 7
SECTION I - HIGHLY ERODIBLE LAND
Is soil survey now available for making a highly erodible land determination? Yes No ❑
FIELD NO.(s) TOTAL ACRES
�;
Are there highly erodible soil map units on this farm? Yes No ❑
r �,.
! ist highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
rop year during 1981-1985.
., -
_ist highly erodible Fle!ds that have been or will be converted for the production of agricultural commodities and,
ccording to ASCS records, were not for
used this purpose in any crop year during 1981-1985; and were not
nrolled in a USDA set -aside or diversion
program.
This Ff hly Erodible Land determination was coin feted in the: Office ❑ Field
SECTION II - WETLAND
Are there hydric soils on this farm? Yes [� No ❑
FIELD NO.(s) TOTAL ACRES
Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands
41.,
may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner
�D1pra.
as they were prior to December 23, 1985, as long as they are not
abandoned.
U�/
2 49 '7 C
Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
Irainage, and alteration
of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
1e area reverts to wetland as a result of abandonment.
artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
o the wetland conservation provisions.
Ainimal Effect Wetlands (MW). These wetlands are to be farmed according to the -minimal -effect agreement signed
t the time the minimal -effect determination was made.
Aitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
)nverted botween December 23, 1985 November
and 28, 1990.
testoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
ovember 28, 1990, or the planting of an agricultural commodity or forage crop.
testoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
lovember 28, 1990, on which an agricultural commodity has not been planted.
—
leplacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
iere the wetland values are being replaced at a second site.
000 I-ann Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
etland has been restored.
onverted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
ar that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
onverted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
ogram benefits until this wetland is restored.
)nverted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
inberries, vineyards or building and road construction.
inverted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
SCS.
ie planned alteration measures on wetlands in fields
th FSA. --
e planned alteration measures on wetlands in fields
,tailed will cause the area to become a Converted Wetland (CW). See item 22 for information on
e wetland determination was completed in the office [] field and was delivered(] mail
ma--rk-s/.
/;4 6C11Z1f/re//� ci �`F-7f C0 ic�i NS lt �rl• ~ oF
7
W 11 We, f/a n/ds 50.41Z5 �to _T 71?C `je o/ ze- er
•rtify that the abore dererrrtlriation is correct and adequate for use in derermininl
bility for USDA program benefits, and that iretland hydrology, hydric soils, and
ophytic regeralion under normal circumstances exist on all areas outlined as
are considered maintenance and are in compliance
are not considered to be maintenance and if
[D.to the person on __ 6 S/¢ S
30. Signature of SCS D
istrict Conservationist
nce and programs of the Sol! Conservation Service available without regard to race, re/191ORV olor, sex, age, or
SCS Copy.
31. Date
��s/9s

,4026 ((16-07-91) UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved - OM8 No. 0560.0004
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1.
Name of Producer
2. Identification Number
3. Crop Year
4.
Do the attached AD-1026A(s) list all your farming interests by county, and show current
YES
NO
SCS determinations? IJ "No", cuntac.•t your County ASCS Of
frce hcfnie eorirpleting this form.
5.
Are you now applying for, or do you have a FmHA insured or guaranteed loan?
6.
Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7.
Are you a landlord oil any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
8.
Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9.
List here or attach a list of affiliated persons with farming interests. See reverse for an
explanation. Enter "Wane' ; if applicable. N0 N Q
If items 7 or 8 are answered "YES", circle the applicable farm number on AD-1026A.
During either the crop year entered in item 3 above, or the term of a requested USDA loan:
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
YES
NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling,
or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shiu_ bg, building
construction, or other non-agricultural use?
V/
"YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
If answers to items number on AD-1026A, or list tract number in item 12 on AD-1026A.' ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, c6hiblete.item 16.
t hereby certify that the above information, and the informaf/oh on attached AD-1026A'd, , is true and correct to the best of my
14. Signature of knowledg an lief.
Producer y -
15. Referral To SCS Enter a if a SCS determination is needed beoausd �.
(Completed by ASCS) "Yes- is answered in item 10, 11, 12, or 13.
Date
Referred Sign tASCS Representative
NOTE: Before signing in item 16, Read AD-1026 Appendix.
l herbby certify that the above hiforniatiori, hrld the informalloh oh attached AD-1026b'e; ` 6 true Ahd.correct td the best of my
knowledge and belief. It Is my responsibility to file a riety ALt4Q261n the event there tare 8ny changes irr my Wming
operatlon(S). In signing this form, I also certify that 1 have-reeelved and will comply With the'b6niplldhce requirements on'
AD-1026 Appendix.
16. Signature of - /� >
Producer ate-. `�� �2� ,
Date
17. Remarks: C/� •. ,
r aS7`�re
SCS COPY

sk
;Nt L Tv
VIN MA,
zr V, �v -1
AM

Operator:MR Hogs
County: Onslow Co.
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 10/21/95
1100.0 feet
0
sows
(farrow to
finish)
x
1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x
522
lbs. =
0
lbs
1760
head
(finishing
only)
x
135
lbs. =
237600
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
0
head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
Total Average Live Weight = 237600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 237600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
"01,VN F_ 9E4c«fs No eUt0GE e,r0RA&6-
Volume = 0: 0 cubic feet 5� V&a �t IL4- 5C- ReFrM0VED A5 NEE1'2&-R
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 305.0
Inside -top width (feet)---------------------- 145.0
Top of dike elevation (feet)----------------- 44.0
Bottom of lagoon elevation (feet)------------ 29.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 299.0 139.0 14.0
AREA OF TOP
LENGTH * WIDTH =
299.0 139.0 41561 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
215.0 55.0 11825 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
257.0 97.0 99716 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
41561.0 99716.0 11825.0 2.3
Total Designed Volume Available = 357238 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
305.0 145.0 44225.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 44225.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 434016 gals. or 58023.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 25797.9 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 29483.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
58024
cubic
feet
5B.
0
cubic
feet
5C.
25798
cubic
feet
5D.
29483
cubic
feet
TOTAL 113305 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
8.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
305.0
feet
Inside top width____________________________>
145.0
feet
Top of dike elevation_______________________>
44.0
feet
Bottom of lagoon elevation__________________>
29.0
feet
Total required volume_______________________>
350905
cu. ft.
Actual design volume________________________>
357238
cu. ft.
Seasonal high watertable elevation (SHWT)===>
36.0
feet
Stop pumping elev.__________________________>
39.9
feet
Must be > or = to the SHWT elev.====______>
36.0
feet
Must be > or = to min. req. treatment el.=>
35.0
feet
Required minimum treatment volume=====______>
237600
cu. ft.
Volume at stop pumping elevation=====_______>
240669
cu. ft.
Start pumping elev._________________________>
42.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
327755
cu. ft.
Volume at start pumping elevation=====______>
324824
cu. ft.
Required volume to be pumped________________>
83821
cu. ft.
Actual volume planned to be pumped=====_____>
84155
cu. ft.
Min. thickness of soil liner when required==>
2.2
feet
7. BY: /"' -
BY:
6-eO a
DATE: 2 i DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

6hhh1' 1 ut* L
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 42.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 39.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 83821 cubic feet or
626984 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
MAR 2 9 2019

—� 1i30'751
1
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r17JO/ JftAlpEr
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2 Petenburg a 1312 3
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/ � s
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130.1
lQ / a+ 1 tiUi y 1307 b •I '..e !308 1
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/Hsr J 301 17 0 POP.82�• 1308 Br 131 i r : '
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WASTE UTILIZATION PLAN
November 13, 1995
PRODUCER: Mark Cavanaugh
LOCATION: 100 Henrian St
Ricklands NC
TELEPHONE:
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 8800 hogs design capacity
PAGE 1
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
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have .different infilitration
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 pre-
cautions, waste maybe 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 require-
ments 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.

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8800 hogs x 1.9 tons waste/hogs/year = 16720 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8800 hogs x 2.3 lbs PAN/hogs/year = 20240 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, soil type and surface application.

WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
PAGE 3
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
185
1
NoB
BH
6.1
305
7.0
2135
MAR-OCT
185
2
NOA
185
3
NoB
204
1 1
NoA
204
1 1
NoB
204
2
NOB
3507
1 lNoA
3507
1
NoB
3507
3507
3
4
NoB
NoB
3507�
4 IMUCKALEE
ALL
3507
5
NoB
3507
BH
6.0
1300 1
12.9 1870
MAR-OCT
BH
6.1
305
1-536.8
11.76
MAR-OCT
BH
6.1
305
1
11.64 �500.2
MAR-OCT
BH
6.1
305
305
11.0
MAR-OCT
BH
6.1
305
1.98 1298.9
MAR-OCT
BH
6.1
305
T.51
1
1155.55
j
MAR-OCT
BH
6.1
305
1.74
1530.7
MAR-OCT
BH
6.1
305
���l�457
OCT
BH
6.1
305
1
1.90 1274.5
MAR-OCT
BH
6.1
305
15.0 11525
MAR-OCT
BH
4.5
1225
11.21 1272.25
MAR-OCT
BH
6.1
305
111.5213513.6
MAR-OCT
BH
6.1
305
1.86 1262.3
MAR-OCT
BH
6.1
305
1
1.14 142.7
MAR-OCT
BH
4.5
1.17
263.25
1225
MAR-OCT
BH
5.5
1275
16'.24
11716
MAR-OCT
BH
5.5
1275
1
�12.69
3489.75
MAR-OCT

WASTE UTILIZATION
PLAN
PAGE 4
3507
11
AUTRYVILLE ALL
BFi
5.5
275
4.51
1240.25
�^
1
1
MAR-OCT
3507
12
NoA
BH
6.1
1305 1
14.14
11262.7
MAR-OCT
3507
18
NoA
BH
16.1
1305 1
12.13
�649.65
MAR-OCT
3506
2
STALLINGS
BH
5.5
.94
1275
1258.5
MAR-OCT
3506
3
STALLINGS
BH
5.5
3.05
�275
1838.75
MAR-OCT
3505
2
STALLINGS
BH
5.5
1275 1
1.84
1231
MAR-OCT
TOTAL 21703.0
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
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.

WASTE UTILIZATION PLAN
PAGE 5
TRACT
IELD
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 specification 2.)
SOIL TYPE & CLASS --
DETERMINING PHASE
CODE
AW N PER
PER AC. AC
ACRES
* LBS
AW
USED
APPLIC.
TIME
TOTAL 0
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
* Acreage figures may exceed total acreage in fields 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
BH HYBRID BERMUDAGRASS-HAY
UNITS
TONS
LBS N
PER UNIT
50

WASTE UTILIZATION PLAN
PAGE 6
TOTALS FROM TABLES 1 AND 2
ACRES
TABLE 1 74.61
TABLE 2 0
TOTAL 74.61
AMOUNT OF N PRODUCED
*** BALANCE
LBS AW N USED-
21703.05
0
21703.05
20240
-1463.05
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding 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
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 3256 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 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
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.

WASTE UTILIZATION PLAN
PAGE 7
If surface irrigation is the method of land application for this plan,
it is the responsibility 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.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:

WASTE UTILIZATION PLAN PAGE 8
Plans and 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 Environmental Management 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 Standard 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 the
wind is blowing.
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 no more than 20 to 25 percent of the leaf
area is covered.

WASTE UTILIZATION PLAN PAGE 9
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. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (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 should not be
applied on grassed waterways that discharge 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. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
18. 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.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. 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.

WASTE UTILIZATION PLAN PAGE 10
NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved 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 access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER:
SIGNATURE : - '/ DATE : / (—
NAME OF MANAGER (if different from owner):
SIGNATURE:
please pr
DATE:
NAME OF TECHNICAL SPECIALIST: George Pettus
AFFILIATION: Goldsboro Hog Farms
ADDRESS (AGENCY): P. O. Box 10009
Goldsboro NC 27532
SIGNATURE: DATE: 13 NOV *9
MAR 2 8 2019

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SEEDING SPECIFICATIONS
-- -------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED'COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------------------------------------------------------
FOUNDATION PREPARATION:
------------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2.2 ft.
------ ---------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN DINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

Total Volumes -by Project
(combined volumes for.each drawing)
Project: MR Hogs
Drawing: Drawing 4
Number: GHF136
Location: Onslow Co.
Bid Date:
Engineer:
Owner: MR Hogs
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/21/95 Time: 10:08:00
Drawing: Drawing 4
Grid cell size: 3.66 by 3.63 Original drawing scale: 100.00 ft/in
CUT i FILL I EXCUTded I Expanded
-------------------------------------------------------------------------------
Proposed I 8888.621 10918.08I 8888.621 13647.60
Existing ( 0.00%) ( 25.00%)
-------------------------------------------------------------------------------
Net: 1 1 2029.461 1 4758.98
Project: MR Hogs
Expanded Expanded
CUT I FILL I CUT FILL
-------------------------------------------------------------------------------
Project Totals: 8888.62 10918.08 . 8888.62 13647.60
Average Shrink/Swell Percent I I I ( 0.00%) ( 25.00%)
-------------------------------------------------------------------------------
Project Net: ( 1 2029.461 1 4758.98

Orientation: -45.0
..........
45.0
40.
35. 00
30. 001--
25.
Lower Left
7 0 -2
30 Mesh Surface
Proposed
Project: MR Hogs
Drawing: Drawing 4
Number: GHF136
Location: Onslow Co.
Bid Date:
Engineer;
Owner: MR Hogs
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/21/95 Time: 10:24:54
T--1 1-+l--- PM M
ju mesn burtace

.00
4.00
34. n
Report: Plan View Cross-section Locations
Project: MR Hogs
Drawing: Drawing 4
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/21/95 Time: 10:10:33
0 70 140 Scale: 70 Win

49.1
47.1
45.1
43.1
41.1
39.1
37.1
35.1
33.1
Cross -Section Plots
Digitized Points
Horiz. scale: 60 Win Vert. scale: 4 ftiin
Project: MR Hogs
Drawing: Drawing 4
Number: GHF136
Location: Onslow Co.
Bid Date:
Engineer:
Owner: MR Hogs
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/21/95 Time: 10:14:06
A - A'

47.6
45.6
43.6
41.6
39.6
37.6
35.6
33.6
31.6
29.6
27.6
25.6
Cross -Section Plots
❑igitized Points
Horiz. scale: 60 Win Vert. scale: 4 Win
Project: MR Hogs
Drawing: Drawing 4
Number: GHF136 '
Location: Onslow Co.
Bid Date:
Engineer:
Owner: MR Hogs
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 10/21/95 Time: 10:18:01
R - R'

AGREEMENT
THIS AGREEMENT, made this �4 day of November, 1995, by and between
KEITH CRITCHLOW (herein after called "Grantor"), and MARK CAVANAUGH, dba
M.A. HOGGS (herein after called "Grantee").
THAT, WHEREAS, the Grantor and Grantee are the owners of parcels of land
in Onslow County, North Carolina, with a common boundary line, and
WHEREAS, Grantee has requested that the Grantor allow him to operate a hog
operation within 1500' of the residence owned by Grantor, and to construct a hog
operation within one hundred (1001) feet of said common boundary line and;
AND WHEREAS, Grantee has agreed to operate said hog operation within the
distance restrictions herein above mentioned;
NOW, THEREFORE, based upon valuable consideration and the agreement
contained herein, Grantor agrees to and hereby grants to Grantee permission and
an easement to allow Grantee to construct and operate a hog operation within one
hundred (1001) feet of the common boundary line and fifteen hundred (1500) feet of
the Grantor's residence.
( Seal)
Keith Critchlow, Grantor
( Seal)
Mark Cavanaugh, d/b/a/ M.R. Hoggs

North Carolina,
County of "�
I, Worrp-1 , a Notary Public of the County and State
aforesaid certify that Keith Critchlow and Mark Cavanaugh, d/b/a/ M.R. Hoggs
personally appeared before me this day and acknowledged the execution of the
foregoing agreement. Witness my hand and official stamp of seal this -7-1-4 day of
A/6y4� 1995.
My commission expires 9 Ppao
Notary Public

�
^
Pleas6 review the attached plan and specifications
carefully. Rethin this copy for your use and records. It is
important that everyone; you, your'Cuntractor, and Soil
Conservation Service personnel, understand what is expected so
that fIna1 construction meets plan and specifications.
The actual amount of material required for pads and dike
may vary froM the estimates. The design will attempt tn
balance cuts and fills as close as possible' If addition,l
material is required after construction is complete on ]ag"om,
the contractor and owner will negotiate on tho price and
location of the bbrrow area.
.
.~
Design Requirement: cu.ft. =z_cu'yds.
_ Estimate of Excavation: cu.�t. =_? 7 _cu.yds.
Estimate of CompActed
Clay BackfilX: ' cu.ft. =________cu.yds.
4
Cut:Fill Ratib: -Z.to7: /
Job Class:
' Additional Notes:_____�______________________ _..... _..... ... ___
---------------------------------------------------------------
-____-___________________W__-________-___-___________-____-__-
�
-------------------------------------------------------'----
~
` .
/
/

rwtOr:Mark Cavanaugh County: Onsl-ow Irate: 00/26/y4
Vince to nearest residence (other than owner): 8,11),U taFt
IAVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
r 1417
lbs.
L
1.n
0 sows (farrow to
feeder)
x 522
lbs.' =
0
It,s
20 head (finishing
only)
x 135
lbs. =
4T5.)01)
Ihs
�3
0 sows (farrow to
wean)
x 433
lhs. =
0
1hs
0 head (wean to feeder)
x 30
lbs.
Describe other
_ _
0
Total Average Live Weight =
475200
it -
4MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
475200 lbs. ALW x Treatment Volume(CF1 Ih. AI.W
Treatment
Volume(CF)/lb. ALW = 1
CF/lb. ALW
Volume =
475200 cubic feet
'..STORAGE
VOLUME
FOR SLUDGE ACCUMULATION
'
Volume =
0.0 cubic feet
,.TOTAL
DESIGNED
VOLUME
F�
Inside top
length (feet)---- ---- -- ---- - -
40f),I)
Inside top
width (feet)-----------------------
220.0
Top of dike
elevation (feet)-------------- -
48.0
`t=
Bottom of
lagoon elevation (feet)------------
36.0
Freeboard
(feet)----------- ----------------
1.0
Side slopes
(inside lagoon) - - - - - - - - - - - - - - -•- --
3.0 I
Total design
volume usinq prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LF'NG1H WIDTH
3.0 3.0 3.0 3.0 394.0 ,' 1 4. 0
AREA OF TOP
LENGTH * WIDTH =
394.0 214.0 84316 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
328.0 148.0 48544 (AREA OF BOTTOM)
D1:rIif
I I . 0
AREA OF MIDSECTION
LENGTH * WIDTH *'4
361 .0 181 .0 261 3h4 (AREA 01: r11 I)SF 1. 1 1 ttr. t
CU. FT. = [AREA TOF' (4*AREA MIDSECTION) + ARFA R0110r)]
84316.0 G61 3h4.0 ' 4ic ttI. - I) -
Total Designed Volume Avail hie 744 'I r
r.

n
POAARY STORAGE REQUIRED
&
�
� ^
�
DRAINAGE AREA:
' Lagoon (top of dike)
�
Length * Width =
400.0 220.0 88000'0 square feet
'
41".. Bui{dings (roof and Lot water)
0.0 square feet D-psc1 be a'p^
TOTAL 0A 88000'0 square feet
` ^
Design temporary storage period to he 180 days.
~ .
mme of waste produ�ed '
�
peoes & urine production in gai./day per 135 ih' ALH 1'7)1
Vo[ume = 475200 ibo' ALW/135 Lbs. ALW * 1'37 gat./day 180 days
VoLumm = 868032 goio. or 116047'1 cubic feet
mme of wash water
This is the amount of fresh water used for washing fioory or vo'v*~
�
of fresh water used for e fivah system. Fiush systems that reci'v,//at
the Lagoon water are accounted for in 5A.
VoLume = O'O gaiions/day * 180 days storage/748 gn/o`
�
VnLume = 0.0 oubio feet
'
IoLume of rainfaii in excess of evaporation
Use period of time when rainfaii exceeds evaporation by Larg-est a^/"o/`f
�
.180 days excess rainfaii = 7.0 inches
^ VoLume = 7.0 in * 0A / 12 inches per foot
VoLumm = 51333.3 cubic feet
^
`
u
�
'

S
Lume of 25 year - 24 hour storm
"Volume = 8.0 inches / 12 inches per foot * UA
:-;Volume = 58666.7 cubic feet
.TOTAL R_E4UIRED TEMPORARY STORAGE
5A.
116047
cubic
feet
5B.
0
cubic
feet
5C.
51333
cubic
feet
5D.
58667
cubic
feet
TOTAL 226047 cubic feet
IMMARY
'
Temporary storage 9 ,Period____________________>
180
days
Rainfall in excess'of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
8.0
inches
Freeboard===================================>
1.0
feet
`:.
Side.slopes=================================>
5.0
. 1
Inside top length===========================>
400.0
feet
Inside top width============================>
220.0
feet
Top of dike elevation=======================>
48.0
feet
Bottom of lagoon,elevation==================>
36.0
feet
Total required volume=======================>
701247
cu. ft.
Actual design volume========================>
722744
cu. ft.
Seasonal high watertable elevation (SHWT)==='>
40.0
feet
Stop pumping elev.==========================>
43.9
feet
Must be > or = to the SHWT elev.==========>
40.0
feet
Must be > or = to min. req. treatment el.=>
42.0
feet
Required minimum treatment volume===========>
475200
cu. ft,
Volume at stop pumping elevation============>
478536
cu. ft.
Start pumping elev.===========--============>
46.2
feet
Must be at bottom of freeboard & 25 yr. rainfalt
Actual volume Less 25 yr.- 24 hr. rainfall==>
664077
cu. ft.
Volume at start pumping elevation===========>
656452
Cu. ft.
Required volume to be pumped================>
167380
cu. ft.
Actual volume planned to be pumped==========>
1T7917
Cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
;SIGNED BY: APPROVED BY:
DATE: DATE:
p
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
i I
:►
k,

S11Eli 1 OF
OPERATION AND MAINTENANCE PLAID
-------------------------------
.. .
Lagoon is designed for waste -treatment (permanent storage) an
5 180 days of temporary storage_ The time required for thF W gun i
;luid level (permanent and temporary storage) to be reached may vary
Ue to site conditions, weather, flushing operations, and rhe• .1mourrt
0fresh water- added to the system.
,.•
he.designed temporary storage consists of 180 days storage f-)r:
_;..
1;)-waste from animals and (2) excess rainfall af-ter evaporation. Also
.ncluded is storage for the 25 year - 24 hour storm for the l.o4:atinn.
,JK,w.voLume of waste generated from a given number of animals will he
j,kirly constant throughout the year and from year to year, but excess
einfaLL will vary from year to year. The 25 year rainfall will not
06,'a factor to consider in an annual pumping cycle, but this storagr-
r►ioLume must always be available.
*;:.maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(,) from
1Uilding(s). If the outlet pipe is not installed at the elevation to
;,#gin pumping, a permanent marker must be installed at this elevation
indicate when pumping should begin. An elevationn must be eslabl ish;>'I
v't0 stop pumping to maintain Lagoon treatment depth.
limping can be started or stopped at any time between these two
ovations for operating convenience as site conditions permit, such rs
ather, soils, crop, and equipment in order to apply waste without
r4noff or. leaching.
4nd application of
othod of disposal.
enter pivot, guns,
aken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Carey ;hould he
waste to prevent damage to crops.
e following items are to be carried out:
It is strongly recommended that the treatment lagoon be pre -
,barged to 112 its capacity to prevent excessive odors
duriny
{'tart -up. Pre -charging reduces the concentration of the initial
�;lste entering the lagoon thereby reducing odors. Solids should be
Avered with effluent at all times. When precharging is complete,
"Lush buildings with recycled Lagoon liquid. Fresh water should not
le used for flushing after initial fiLLing.
h2, The attached waste utilization plan
`'ptan recommends sampling and testing of
lbefore land application.
shall be followed. This
waste (see attachment)
,. Begin temporary storage pump -out of the Lagoon when fluid level
;;.
caches the elevation 46.C-as marked by permanent marker. Stop tarrmp
.
FA ut when the fluid Level reachbs_, elevation 43.9 Ttr is teml)or•ar'V
,torage, less 25 yr- 24 hr storm, contains 167380 cubic feet or
.
•f1252005 gaLLoris .
Y
N

SHEET 2 of '
The recommended maximum amount to apply per irrigation is
e (1) inch and the recommended maximum application rate is 0.3
ch per hour. Refer to the waste•utilization plan for further details.
,Keep vegetation on the embankment and areas adjacent to the
poron mowed annually. Vegetation should be fertilized as needed
maintain a"vigorous stand.
Repair any eroded areas or areas damaged by rodents and
tablish in vegetation.
All surface runoff is to be diverted from the lagoon to stable
#Lets.
Keep a minimum of 25 feet of grass vegetated buffer around
Ste utilization fields adjacent to perennial streams. Waste will
t-be applied in open ditches. Do not pump within 2.00 feet of a
sidence or within 100 feet of a well. Waste shall be applied in a
nner not to reach other property and public right-of-ways.
The Clean Water Act of 1977 prohibits the discharge of
llutants into waters of the United States. The Department of
Vironment, health, apd Natural Resources, Division of Environ-
ntal Management, has'the responsibility for enforcing this law.
4
L I 1

1IIFF1 1 nF
SPECIFICATIONS FOR CONSTRUCTION OF WASTE 1RFAIMFN1 tAGOONS
--------------.----------------,---,------------- - -•. - • -- - -
LINDATION PREPARATION:
he foundation area of the lagoon embankment and building pad shall. hr
feared of trees, logs, stumps, roots, brush, bOULders,Sod and rubbi-.lr.
8tisfactory disposition will be made of all debris. The topsoil frrr,r
he Lagoon and pad area should be stripped and stockpiled for use nrr
he dike and pad areas. After stripping, the foundation area of thr,
egoon embankment and building pad shall be thoroughly Loosened prior
c:,,pLacing the first Lift of fill material to get a good bond.
(CAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
;T`he completed excavation and earthfiLL shaLL conforrn to the title,;,
'grades, and elevations shown on the plans. EarthfiIi material :hair
`be free of material such as sod, roots, frozen soiL, stones over
F+`'inches in diameter, and other objectionable material_ To' the C"re.,t
j'hey are sui-tabLe, excavated materials can be used as fill. the fief
thall be brought up in approximately horizontal. layers not to excer�ri
r-.-&hehes in thickness wh'en Loose and prior to compaction. Each Layer
ULL be compacted by complete coverage with the hauling and spr•eadin(.r
guipment or standard tamping roller or other equivalent method.
_plapaction wiLL be considered adequate when fill mate.riaL is abseI-aeI
r .:•
;'}�O;consolidate to the point that settlement is not readily detectible.
kOTE THE SPECIAL. REQUIREMENTS FOR PLACEMENT OF I-INERS IN THE I INFIt
SECTION OF THIS SPECIFICATION. The embankment of the Lagoon shall 11.E
ostaLled using the more impervious materials from the required
A.Xeavations. Construction of fill heights shall include 5 percent for
ie`ttLement. Dikes over 15 feet in height and with an impoundment
,CEa-pacity of 10 acre-feet or more fall under the jurisdiction of the NC
la;am Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
recautions
rosion and
NER:
shall be taken during construction to prevent excessive
sedimentation.
THE MINIMUM REQUIRED THICKNESS SHALL RE 1.8 ft.
OTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED Snll
NVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
NCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LIN FR
$,INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS RFPOR1 .
hen areas of unsuitable material. are encountered,
Xcavated below finish grade,to the specified depth
erpendicular to the finish grade. The foundation
s specified to grade w,ith a SCS .approved material
EFER TO THE SOILS INVESTIGATION INFORMATION IN Tl1E
ONSIDERATIONS.
i
f
they witl. be over
as measured
shall be back. fiIIr-d
(ie - CL,SC,('H).
PLANS FOR SPFrIrI

`"IIFFI ;' 1)F
V•Liner material•shaLL come from an approved borrow area. The
imum water content of the liner material shall be optimum moisture
tent which relates to that moisture content when the soil, is kneaded
xFthe hand it will form a ball which does not readily separate. Wafer
ifl.t.
:t.,be added to borrow as necessary to insure proper moisture content
X
O'lln,.ng placement of the Liner. The moisture content of the lier
ial shaL l" not be less than optimum water content during pl acemr�rrt .
-Maximum iwater content relates to the soil. material being too wet
-.,.efficient use of hauling equipment and proper compaction. Proper
itpaction of the liner includes placement in 9 inch lifts ;ind
gpacted to at Least 90 percent of the maximum ASTM D698 Dry Unit
:fight of the Liner materiaL. When smooth or hard, the previous lift
all be scarified and moistened as needed before placement of the nfrt
ft.
e:•single most important factor affecting the overall. compacted perrop
;ility of a clay liner, other than the type of clay t.rsed for the
Per, is the efficient construction processing of the compacted Lin
e sequence of equipment use and the routing of equipment in an estab
Shed pattern helps assure uniformity in the whole placemert dnri
epaction process. For most clay soils, a tamping ,or sheepsfoot
''leer is the preferable type of compaction equipment.
1:.s0
il liner shall be• protected from the discharge of waste outlet
es. This can be done by using some type of energy di i11aIorfr(-r r
;,using fLexible outlets on waste pipes.
is
ternatives to soil liners are synthetic liners and bentonite sealr,,t
en these are specified, additionaL construction specifications are
'cluded with this Construction Specification.
OFF TRENCH:
K cutoff trench shall be constructed
'at -own on a typical cross section in
:4jtoff trench shall be determined by
aterials.
METATION:
---..--.----
R•
under the embankment area when
the plans. The final depth of the
observation of the foundation
exposed embankment and other bare constructed ar•e,is shall be seeded
Lx,-the planned type of vegetation as soon as possible after constrr.,c-
on according to the seeding specifications. Topsoil should be plar:Pd
I. areas of the dike and pad to be seeded. Temporary seeding or mulch
!°�lll be used if the recommended permanent vegetation is out r)f seasrru
ices for seeding. Permanent vegetation should be established as soon
r.
"possible during the next period of approved seeding dates.
i,-MOVAL OF EXISTING TILE DRAINS` ._.
.�-----------------------------
. •ei: the drains are encounter,.ed, the t i Le will be
10 feet beyond the outside toe of slope of the
,i!`ancti shall be backfiLLed and compacted with good
�,; CL, 'or CH.
r
removed to a minimum
dike. The tiLe
material. cuch as

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
4�
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 L.AS. FESCUE GRASS AT 60 LBS./ACRE
{ rv
1§ (BEST SUITED ON CLAYEY OR WET SO[L COND111nNS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
...:
F.EBRUARY 1 TO MARCH '>0
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FE`.'ClIF)
`. 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 l_BS./ACRF
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH '15 TO JU14E 15
20.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /Al:Rt=
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
h.�
Ii 0.0-LBS. UNHULLED COMMON BERMUDA GRASS AT 10 I-BS./ACRE
i ' SEE'D•ING DATES: JANUARY 1 TO MARCH 30
y.v .
100.0 LBS. RYE GRASS AT 40 I-BS./ACRE (TEMPORARY VEGETA[ION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
k LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
{.: 5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
li
t.
( 250.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKLR
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURF WITH A MULCH
Ni's ANCHORING TOOL OR NETTING.
k '
PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
,: .
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED 1HAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE OVF.12
t ; ,,
UNTIL RAHIAGRASS IS ESTABLISHED.
�s
f

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
WASTE MANAGEMENT FACILITY SITE EVAL[IA'rIoN
,r -r.
/,�1s
LOCATION DATA
DISTANCE FROM NEAREST. RESIDENCE NOT OWNED BY PRODUCER--- -
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO-`=--
tf yes, SCS'cannot provide assistance.
IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL S•rREAM? YES - `�-- 110' "
.If no, site must be relocated
IS WITHIN I MILE ZONING JURISDICTIOtd
OF A MUNICIPALITY? NO -"= If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior to
design approval.
(Copies of maps or other reference materials may be
attached to site evaluation.).
e
WETLANDS
SWILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND?'.. YES--' -- NO...
if yes, producer must.complete a Form AD-1026.
.DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRVEYOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES-_.----
j= WILL ACTION RESULT IN SWAMPBUSTING? YES---.- tlo -
tr WETLANDS ARE' INVOLVED, IT IS THE RESPONSIBILITY OF 'TILE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND TILE
" DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMItIE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
t• ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
r•• (A copy of AD-1026-and CPA-026 should be attache o
site evaluation.)

1t:1•I►IV-Sit '
"�'1•^ '' Rev. 9.16 U. S. DEVA111WHO Or A(micuI_+tlr
snit. moil FI+VA►InN -QRVJ�
SOIL INVESUGANON-10 U_EIEItMINE SLIUMILITY OF
PiiUfUSEU f'UNU S1iL
ESKIM11
8 NAAfFf.y�%A��"-10ijeivlr��v
� /y IU71) 811RFTN(►, W(lnl{ UNfT__ --- RNSIM) ARf.A MWU1tF.MENtt
_— Arne -A PAq•111RFA('RE9 _ II ACRF:4 iotAl, —At. RPs )NU CLA99 WUFiK UNIT CUN9ERVA I fUN13T
- h►tol,os-rn t't)NI1 8110WINU %Vylrttp, 110RIN09 WF.Rr MADE tAhptrow,
Lrvnft rr/rrrrve pnlnl ,n realer line of dnrrr Ind tdornfily en /1NcA.
�Allow
f1(11tIN(3 NUMflFR AND t'ItUFIf.F
Iil
ttil:f tit
Malt and ""I
darn
life and epllle•ny 6nr4n0/ peel
• lhrn pnndrd area and lorrora pit 604nJo!
• It"ratf a•flh wrNraf
rat ifne.
►
f
�uAr
.- .d ann 7w.A
q-
nnrrean.en
n�t.off:
unyl fer fah%eGdam•/f—6�o�
5e �1
7
o
10
11
is
11
.16
1a
i�
20
:1
xt
23
31
1-1
.f c
�
—
4�
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y_
_
%
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r
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_
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J
CI.
—
ff;
fah
f�i
fC
f9/
f�•tr
L�.
Cb
'hr
C1-—
bblUfNUS MAYBE DY9.4ya,
4 1y3'o:t•
etclNArurtl, e< 'rt7Lgrq?
. CJ
,—
"•`
� frrter✓aL �lr�,�
a•��-err
r�srF
l

� •
Y '
0
'- 1'Yt'ES ni h1AR Al. E:tIC UUN l'ERr IN 13Ut21NOS
(tlstr one of systems
below)
UNIPlPD CLMSIPICA't ION'
USDA Cl.,ASMPICA'1'ION
traded grovelia; gravel. pond mitt
g-grnvel ,
ly"ttAded grnvefn
s-sand
1f ttavefa; gtavel-snnd-silt mix
1.44 jrAveis; gravel•snnd-clay mix
vls - very tine Bond
'
+Dell Laded itXnds; sand-gt4vel mix,
p 11*0MY. gtOded sands
s) - sandy loam
InI -line Bendy loam
` M «$111y isshd
Clayey sands; snnd-tiny mixtures
I - loam
gl - gtnveily lodtn
sl - sill
t 911111" billy. v. line sands; sandy or clnyey slll
Cloys la
ail -silt' lonr:t
OI to medium pinallelty
cl - tiny loam
lnclgtinle clr%yslot hlRh plasticity
alcl - silty clay loam
$frittllc`eillB
ficl -snndy clay loam
tphnic siltst and silty elsyn, low pinallcity
sic - silty clay
•.i7rRitnle clhyst, tnedlttm to high plB9ticlty
c -cloy
1nll6blf tnoterisi for etnbnhkment IS evOkilnble ,.
#ire.;i 11A� ��
Yee (Indicate en No (Indicate Healed end !►.o elercll eti
f�A 1tKs:
fairs hMiartle reA.qulrinR +'Clel ttftcntivn in e14MelRn rar.rnyi, .rrr►nt,.raR off.)
ir
„:i ale f.'ea.-FrRAc: )r{rr f JAotFrrn.
yli i
117 !g !9 LSO 31 32 S3 S4 35 38 37 Se 39 40 41 4! 44 46 4A 47 48 49 60 61
-I— k
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Ald
TUl' Dr' DI K�
,

PLANNED
QUANTITY CAICULATIONS
prepared for
Mar k C a v a n a u g h
in
Onslow County, North Carolina
Designer
KW
.Checker
Date
06/28/94
Date
-----�—
-
Lagoon
Excavation
$''
j ** EXCAVATION
** I
**
F ILI
Lift
Right
Off-CL I
CL
Dist
I Area
Volume 1
Area
Voi�ra�e
h.:
ss
SS
(ft) I
S t a
(ft)
( (SgFt)
tCu.Ydsl I
(SgFt)
3: 1
3:1-
76. 0 1
0+98
I 2294. 5
k '
I
2
1
170. U
3 : 1
3 : 1
76.0 I `..
1+00
I 2294. 5
I
c).0
100
I
7560.8 1
t� , 0
3:1
3 : 1
76.0 I
2+00
1 1696.5
1
0.n
100 I
13157.2 1
0.0
3:1
3 : 1
76.0 j
3+00
(
1325.5
(
0.0
100 I
182.08.2 1
(1.0
.
3:1
3:1
76.0 I
4+00
j
1402.1
I
0. (�
55 I
20937.4 I
0 C;
3:1
3:1
76.0 I
4+55
1
1277.5
(
0.0
r,

PLANNED
QUANTITY CALCULAIIONS
prepared for
Ma r- k
n
OnsLow County, North Carolina
Designer : KW
Date : 06 2 8 9 4
Checker
0 a t e
Pads
f i I L
EXCAVATION
Left
Right
Off-CL
I C L
Dist
Area
Volume
Area
'V 1) 1 1 fl, r.
ss
ss
f t
s t a
Ft)
S q F t
C11 vd- I
I S f t
i.
3: 1
3: 1
50.0
I 0+88
I 6.0-
I
2
12
3 1
3 1
50.0
1+00
j .337.0
191.7
100
I
700.2 4
1
1
3 1
5-0.0
2+00
I 0.0
I
57 1
100
j
716.2
7
1
3 1
50.0
I 3+00
I 8.6
I
585.5
k� .1
le

PLANNED
QUANTITY CALCULATIONS
prepared for
Mar k C_av ariauc;h
in
Onslow County, North Carolina
r�r p
J Designer . KW
1� Date : 06/28/94
s`: y':
.'I Dike
r.LI-
Left
Right
Off-CL I
CL
Dist
SS
SS
(ft) I
S t a
(ft)
3:1
3:1
28.0
0+80
4
i
20
3:1
3:1
28.0
1+00
t
I
100
3 : 1
3: 1
28.0 I
2+00
100
3:1
3:1
2.8.0 I
3+00
100
fs.
3:1
3 : 1
28.0 I
4+00
1.
(
92
1
3 : 1
28.0 I
4+92
60
S: 1
3: 1
8 .0 I
5+52.
y..
I
100
3:1
8.0 I
6+52
I
72
3: 1
8.0 I
7+24
I
80
1
3:1
28.0 I
8+04
100
3:1
3:1
28.0 I
9+04
100
3: i
3: 1
28.0 I
10+04
I
f
I
100 j
1
3: 1
28.0
1 1 +04
32
• 3.1
3: 1
28.0 I
1 1 + 3 6
3: 1
3: 1
I
68.0
1 1 +96-+
60 I
.100
:1
3:1
68.0 I
12+96
72
.Check
Date
********************
FiI-L
i ** EXCAVATION
**
I Area
Volume
(SgFt)
(Cu.YdF,)
I
I 0.0
I
0.0
i 0.0
I
0.0
I 0.0
I
0.0
I 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1123.5
606.7
1916.0
730.7
I
2727.8 I
0.0
2727.8
0.0
2727.8 I
er
I * *
F I I I.
I Area
V.)111'le
'
I
26.8
41,B
410
166.2
248_;'.
90'� , r
194.8
8r_'1 .1
288.2
g 12,) T. 8
140.8
1i3.1
17.9
3'-)93.1
16.2
4080.6
31 .0
5.0
4 1
LJ l:
4 1
0.0
0 .61
415Q,4
0.6

A ZHXL "STS HANJU M IT PLAN CSRTIFIt'_A-rrON FOR HRV CTT 3XPARUND IFHM,OTS
Please return the completed form, to the Irivintort of Rnvirorv"tal Managem ne at
the addross on. the Y*verle side of this form.
Name of farm (Please print) tom$.
Address s e.o.,f{o,c 39� %lt�Nt?,r
Phone Va.
Farm - locations Latitude and Longitudtr S ; G1 / � 7 () (.requirad) Also,
please attach a copy of a' county road map :with location i:inntlf.ipd.
Type of operation (swine, .layer, da.lr , ntc..)
Design capacity (number of animals) s-3_�?�-_----
Averag.e size of operation' (12 month populat.i•on .*�v7.j 3S._c,. �.,•__ ��_____�
Average acreage needed for land application of waste (actal•t)
mono! WA.1 VA. MI. WMIN r!•,,,NMw1Tg1„l,A1. kr fltN, 1. .RAM}IIl NglJII 11•T�.w ]11!#!
Technical Specialist Certification
As a technical specialis,ti designatnd by tha ttor:•tit Caroliri.s Soil and U'ater
Conservation Commission Pursuant to 15A NCAC 6F . 0005, I c-r t.i fy that the new o;
expanded animal waste management syst.ett as inst_n1le'l for tho,.4 farm named above
has an animal wash! mabagerr,ent Man that mFetn the d-lign, con.-itructi.on,
operation and matintenancd standards and spricifl.crttions If the Divi.r>ion of
Environmental Management and the USDA-Sol.l Conservation Serv'tc6 and/.orthe north
Carolina Soil and Water Conservation 'Commission pursuant to 15A MAC 211.0217 and
15A NCAC 6F .0001-.0005. The following clement-h and their cortespondidg minimum
criteria-have-_been_verifIed. by m6 or other designatnd technical specialists and
are included in the plan as •at,f)licable't minimum s,?p trAtionr (buffers) r liners or
equivalent for lagoons or wants stort:ge pondrt; o-:ast'0 storaa,r cnp#city; 8dequata
quantity and amount of land for•w stet util l.z.atiotr (or use of t-.httd party) r access
.or ownership of proper waste application equi.pmerrt; sche-..iul+±' for timing of
applications; application rat_ea+, loa.di.hg rate9; And the control of the discharge
of pollutants from stormwater runoff events 1n-.ss gwjer'n than t_ha 25'-year., 24-hour
storm. . . ,
Rarme of `technical Specialist (Please Print)
A f f 111 a t i on
Addre s '(Agenc ) s f� r (l Q Sc ��s.�_^T Phone Plo . g y
(I,,: //��j Sr`:7 J,ar '•saNP, �f�. r�r E. ,.,/'r�•,�•�y,,� w `�r:•v;r,...
Sign atureiG r it--c_i'e1.L_ -� Date:__ �41--
a ra!!!�il r!!lsrvar lrertcilrNx�wNm.a fl na�wwl�wr`ws+wM.a'FrnA.,lw+,w aww:,l�is NoiN!l+,i wxnlwr •
Uwtser/mama&Io : 71gr eme.nt rrrr�"''
I (we) understand the operation and maintenance procedure{; established in the
approved animal waste management plan' for the farm named a.bovi and will implr.,ment
these procedures. I (we) kr:ow that any additional a.,W+.ns5.on to the existing
design capacity of thn waste treattinent a.trd storage system or conetr_urtion of new
facilities will require a new certification to be sarhmittnd to thn Division of
Environmental Management before thb ne-,: ini.mnls are stocked. I (we) 'also
ir.nderstarid that there must bo no discharge of animal. wrtstl from this gystern to
surface waters of the state either through n man-wadn r-ottveyance or through
runoff from a storm event less severe than the 2..5--year, 24-hour storm. The
approved plan will be filed at the fatm and nt. the office of the local Soil and
Water Conservation District.
Name of Land dwn*r (Pleaso Frint)t__-l�_.1.jYJAK.—Y.-
t._•-'���%} �.f. tC_ •--__-
Signatures
Hams of 44anager, if differertt from owner (PI nn8*, print)_-
a
ftt_t: A change in land ownership rectitirrts notifiraatiart or .a rrew cart ificat ion
(if the approved plan is' changed) to 1.9 submitte3 to the Division of
Environmental Management within 60 days of a t•it:ln tr-irisfer.
M-t USE OtTLY: ACtJF,-;1- ___

"tote of' North Carolina
Department of Environrnent,
Health and Natural ResourCF!s
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr:, P,E.,, Director
CE MI FICA .iS2N�'S7_F� 1i.SZA_fXEAUP ..CZ_..i! . XKAx,.._' P.L.Q.
INSTRUCTIONS FOR CERTIFICAI'ION OF APPROVED ANIMAL WAS= 1 r,11AGE74E11'r PLANS FOR
NEW OR EXPANDED ANIttAL WASTE 'tiA11AGE1•'r1u1.rr SYST17:119 SERVI110 FEEDLOTS
In order -to be deemed permitted by the Division of Envi.rorrmdntal Management
(DE13) , the owner of any new or expanded animal want:n mnn,zgemdnt system
constructed after January 1., 1994 which if; designed to nerve greater than or
equal to the animal populations listed Licilaw'is to-cpitred to submit a signed
certification form to DE31 k_�Qr_j the new animal's are v,tocked on the farm.
Pasture operations are exempt from the requiremerrt to be r:ertif-ied.
100 h&ad of cmtt] e
75 horses
250 &wine
1,000 wheep
30,000 birds wittx a liquid •-wapts. symtsmi
The certification must be signed by the owner- of the fr-,n-31r:7t (and manager if
different from the owner) and by any technical. rpo''cialist cl<�si_gnn.ted by the Soil
and Water Conservation Commission .pursuant to i5A tICAC 6F .0001-.0005. A
technical specialist must %,erify by an on --site i.nsper_ti-il ttr.at All appl icabie
design and construction .standards and specification.-, arA rnet as installed and
that all. applicable operation and mai.nteriance standards and ipeci.fi.cations can
be met.
Although the actual nt.unber of-, anim_zl.s at the facility may vr:r.y from time to time,
the' design capacity of the taste handling :;ystem should be a^Ad to determine if
a farm is subJect to the certification requireinent. • For {,-v-ample, . iE the waste
system for a feedlot is designed to •handle 3Od hogs bt.it the average, population
will be 200 hogs, then the waste inan.agement system recr_iir.ais a certification.
This certification is regtiirrad by regulations governing animal waste management
systems adopted by the Environmental Management Commission (E.14C) on December, 10,
1992 (Title 15A NCAC 2H..0217).
on the reverse side of this page is the: r-,er.t:ification form which must be
submitted to DEM before new animals are stocked on the f•yrm. Assistance in
completing the form can be obtained From one of the lor.alagricultural agencies
such -as the soil and water conservation district, ttte UsnA-Soil"Conservation
Service, or the td.C. Cooperative Extension Srar_-vi.ce. • 'rlie Form should be sent tot
Department of Environment, Health zind
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, N.C. 27626-053-5
Phonet 919-133-5093
Form IDt ACNEW0194
tlatural Resoit.r.ces
Steve W. 'Tedder, Chief
Water Quality Sact.ion
Date-
P.O, Box 2�535. Raleigh, North Carolir,.t 27626-053.5 Toloplione 919-733-7015 FAY 919-733-2496
An Equol Opportunity Affirrncti-iu Acllon Unploynr a-,X%'riicyclrad/ 1096 paper

CA
rn
CIO

Greerrvfffe, NC 27858
19191756-2421
Animal Waste Management flan
& Fitcility Design
Contract Grower MAP.+` CA %1A, t, k U G H
Parm Description
Fill -Ill Location ;�.�vi?l.!SLUpJ
llellaned by.-
Weslon's Landscaping
237 Al Taylor Rd.'
Richlands, NC 24,174
324--3044
KvVln Weston - Ownir

�
n
t i
PC
�
x N
w
$
� z
a z ,
a o
a w
li

0
C'perat or : _ �K _CAv-&W,'AGk-- -
Please review the -attached plan and specifications
carefully. Retain this copy for your use and records. It is
important; that everyone; you, your Contractor, and Soil
Conservation Service personnel, understand what is expected so
that final construction meets plan and specifications.
The actual amount of material required for pads and dike
may vary from the estimates. The design will attempt to
balance cuts and fills as close as possible. If additional
material is required after construction is complete on' lagoon,
the contractor and owner will negotiate on the price and
location of the borrow area.
Design Requirement:
Estimate of Excavation:
Estimate of Pad & Dike:
Cut:Fill Ratio:
Job Class:
cu.yds.
QWSi_cu.ft. = Z3ZD7__c_u.yds.
4105-7_cu.ft. = l74, 31 _cu.yds.
Additional Notes: 70ME {r�e6As aF Gr�Ga�N �U;TpN ,�t r� �ic� S `vi�c
_nFcr ��cE�._._t_irna_L,�Y /�-B-M,nrT TN+GKn1E SS
._ L2Y1PQT=D1--------------------------------------------------I

e k
)pt.rat.or:Marlt Cavanatugh County: Onslow Date: 10/06/94
Distance to nearest residence (other than owner): 850.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0.., soars (f arrow to finish) x 1417. lbs . = 0 .1bs
U: so�z { farrow to feeder) x 522 ;lbs... - ,l475ax
bs
vxti+•�ti�'rNM.IY 1�9 r;7..�:• _ 8..a"'1:"f .: r_ii.}�JJS :a.e..s?'.
P"m TV
feet
PPSLrUDGACCUMULATION
uine = 0.0 cubic feet ��-'"'F :Fa c srs „❑ ,� fir �� :Tex• 6.
-�LOPaC I,A41L4 Y�'C A'E GOED
Al, DFE: tGNED VOEUME
I t,:;ide top length (feet) ----------------------
Inside top width (feet) -----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) ------------------------------
S.-;*de sl.opes•(inside lagoon) ------------------
Total desi-gn volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 324.0
AREA OF `POP
LENGTH * WIDTH =
324.0 250.0
AREA (W BOTTOM
1,ENGTH * WIDTH =
2,58. 0 .L84 . u
AREA OF MIDSECTION
LENGTH x W.1 DTH * 4
26.0 �.
J F
40.0
1.0
3.0 1
WIDTH DEPTH
250.0 11.0
81000 (AREA OF TOP)
47472 (AREA OF BOTTOM)
291.. U 21 7 . 0 252588 (AREA OF MIDSECTION * 4 )
('11. PT. = LAREA 'P(.)P + (4^ARE'A MIDSECTION) + AREA BOTTOM] * DEPTH/
81000.0 252!.:)88.0 474.72.0 1.
Total Designed Volume Available = 69861.0 CU, FT.

SU.. Vol.urrie of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per toot * DA
Volume = 56320.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE;
5A.
116047
cubic
feet
5B.
0
cubic
feet
5c:;.
49280
cubic
feet
5D.
56320
cubic
feet
TOTAL 221647 cubic feet
6 SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall===================> 8.0 inches
1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside 'top length===========================> 330.0 feet
Inside top width==__________________________> 256.0 feet
Top of dike elevation==================-====> 52.0 feet
Bottom of Lagoon elevation============--====> 40.0 feet
Total required volume=======================> 696847 cu. ft.
Actual design volume========================> 698610 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46.3 feet
Stop pumping el.ev.====______- __=-________> 48.1 .feet
:lust be > or = to the SHWT e3.ay.====____=_> 46.3 feet
bust l:,e > or to min. req. treatment el.=> 46.0 feet
Required minimum treatment volume=====_=====> 475200 cu. ft.
Volume at stop pumping elevation============> 475761 cu. ft.
Start. pumping elev._________________________> 50.3 feet
Mist be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 642290 cu. ft.
Volume at start pumping elevati.on===========> 641178 cu. ft.
1:eauired volume to be pumped============= => 165327 c.u. ft.
Actual volume planned to be pumped==========> 165417 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7 . fir SIGNED AY : ;fz/ APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTIL.TZATION PLAN
*

S H E El' 1 0 F 2
AND mjAiNTFf-iAf+,(_,E PLAN
'I'lli.s laqoc'n. i., di- ' isigned for waste treatment (permanent. storage) and
8 d a Y t t e _)rary storage. Tile time r-quil for the planned
],--Ivel (permarient, and temporary storage) to be reached may vary
due to Site C.011ditl.011S, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary stor.age.. consists..6f 1.80 days storage.. for-:
(1) waste ,from animals ' anti :.(2)�.:excess rainfat 1',.after e.vaporation Also
ini, Lid-s��.tbragd..for t4 ,ur";'storm :for, .the �'_166_
-1 -ed-�-' atictn
-'ani ai s_-
`0 as endl�r.at
T h 6 :,waste at
m
Pf 7 7 h.rlly
W7
Ldnli aj)1_11 I CAt !(7JIL Ot Wd.S t-P water is rec;iocirli ze(.1 as all at�Ct-_,ptal.)l e
method of disposal. Methods of apply -cation include solid set,
center pivoL, gill'i.,j, and traveling cjun irrigation. Care should' be
1,tk,-.ti when applying waste to prevent. damage to crops.
ro I ;-,)w 1 n(J i Lems are to be cai5i: i ed out.:
it rest outmerided that the treatmez-A lagoon he pre-
(-.':1pciC1LY to PrevEir-It excessive odors during
P1 e­1-.:hai.g.i rig reduc-es the concentration of the initial
i--i-Lering Olt, 1:jgooIj Lherel)y rtr-dticing odors. SoLids ShOLI-Id be
W;th et hlent at- all times. When precharging is uoil-lplete,
fll;sii 1-m Idings wiLh recycled Lagoon li(ILlid. Fresh watrr should not
FLO[ aftl- einitial 1.1-11 lily,
Thu CO r --iched '4,aste [it I I izat I oil p l cin -sha'l I be f o 1.1owed. This
oull it E-!-ldhli F;,JJhL')-jig and test.i.riy of waste (see att,_-tchment)
DE..."Ot'O ldrld aPL)11(-',-:11'jon.
I B­;J111 t.emi-Poraiv sturage P,UMP-out of Lhe ' Lagoon when fluidlevel
t116 k2lev.-ILIOIL 50.3 cis ii-tarked I)y permanent marker. Stop pjlj[jp-
('Hr W11,111 the I l.u.lrt level reaches elevation 48.1 - This temporary
lt,-ss '25 yl- 24 hu st(ilirk, c-ritairis 165327 CUbt.c teet- or
ht-,-! ti (-ICA .1 lolls.

SHEET 2 OF 2
4. The re.-oii,metided maximum amount to apply per 1.1-ri.gatIon i_s
one (1) 'J-nch and the recommended Maximum application rate is 0.3
,rich p(.-r hour. Refer to the waste nc.iliz +tion r,l.an for tur.ther details.
5. Deep vegetation on the embankment and areas adjacent to the
l agoor, mowed annually. Veaetat Lon should be fertilized as needed
to ma,nt.airi a vigorous stand.
6. Re1:a3r any eroded areas or areas damaged by rodents and
establish In vegetati.on.
`!. All. surface runoff is to be diverted from the lagoon to stable
ot.rtlets.
E. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fi.eLds adjacent to perennial streams. Waste will
riot be applied in open ditches. Do not pump within 200 teet of a
residence or within 100 feet of a well. Waste shall be applied in a
IfIdliner riot. to reach other property and public right-of-ways.
(). The Clean Water Act of 1977 prohibits the discharge of '
pollui: nts into t,raters of the United SLates. The Department of
f nviroi,ment, liealt it, and Natural Resources, Division of Environ-
mernta L Management, has the responsi.b.i.l.i ty for enforcing this law.

SKEET 1 OF
FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
rOl1PIIii,`L'1ON PREPArtATIoll:
t'ne foundation area of the lagoon embankment and building pad shall. be
te-aro l o1 ti ees, .logs, stumps, roots, brush, bnulders,sod and rubbish.
:;at:.isi-actory disposi.ti-on will be w'a(te of all debris. The topsoil from
ti rr; 1-migoon and' pact area should he stripped and stockpiled for use on
the dike and pact areas. After stripping, the foitridation area of the
1agoo.-I embankment and building pad shall be thoroughly loosened prior
tc; placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfi..11 material shall.
ne free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To'the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal Layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
v.rill. be compacted by complete coverage with the hauling and spreading
egiiipment or st:.andard tamping roller. or other equivalent method.
C!oiilpac:l-ion will. he considered adequate when fill material is observed
to coi:;sol .idat.e Co the point that settlement is not readily detectible.
NOTE '!'EI1; SPECIAL, REQUTREMENTS FOR PLACEMENT OF LINERS IN THE LINER
OF THTS SPEC;IFICA`I'ION. The embankment of the lagoon shall be
inst a i.1ed using the more impervious mater:ial.s froln the required
+.;cavaf1c)ns. Construction of fill heights shall include 5 percent for
e t t I r.i(Ient.. Dikes over 15 feet in height and with an impoundment
:aPac'ity of 10 acte-feet or more tall. cinder the jurisdiction of the NC
I arn Safety L'tw. The height. is defined as the .d.ifference :in elevation
t rom the hei.ght to the downstream toe of the dike.
Preceint ions shall be taken during construction to prevent excessive
e-roc<ior, and sedimantat:ion.
INI.,R: THE MINIMUM REQUIRED THICKNESS SHALL, BE 1..8 ft .
---------------------------------------------------
1Vir7't L1NER5 (PAHTIAL CAR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVE.)'Ti(,AT10N kEPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
EIdC011[JTERED DURING3 CONSTRUCTION. A TYPICAL CROSS SECTION OF' THE LINER
IS Iid(- LMDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
Whire n :.reas of unsuitable material are encountered, they will be over--
evccow -trd below finish grade to the spec.,.ified depth as measured
pe:r poi,(:l'ir.it.lar to the finish grade. 'Phe foundation shall be backf.il.led
:; .)i:,-.i r-ied to ar i(le with a SC,"') approved material (ie - CL, SC,('H) .
1,IFFI \ 't'') THE, 1 (011,,i INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
r .+ N, 1 1)i.:k AT] r )N5 .

SHEET 2 OF 2
1. 1 i ne:r materr.a L shall come from an approved borrow area. The
111 n t trlli:tl wager colltet'1t of the liner mat.er.ia 1 shall be optimum moisture
which relates to that moisture content when the soil is kneaded
to the hand it w1.Ll form a ball which does not readily separate. Water
s;,all. ;)N added to borrow as r,ecessa.ry to :r.nsure proper moi.sture content
dur—i:-,g placement of the liner. The moisture content of the liner
nt tteci.al :shall not: he less than opLimum water content during placement.
Yhe maximum water content relates to the soil material being too wet
fvL efficient use of hauling equiptttent and proper compaction. Proper
c'clu,l cict:ion of the liner includes placement in 9 inch .lifts and
,_ ompac. Led to at least 90 percentof the maximum ASTM D698 Dry Unit
vie.l.ght of the liner- material_ When smooth or hard, the previous lift
�:h��ll 1-)e scarifi.ecl and moistened as needed before piacernent of the next
i. t. f t. .
'I'lie ;single most. important factor affecting the overall compacted perme-
abi.lit.y of a clay liner, other than the type of clay used for the
Liner! is the efficient construction processing of the compacted liner.
1''r,e sequen(,.'e of equipment use and the routing of equipment in an. estate--
i_i.shecl pattern helps assure uniformity in the whole placement'and
cowj)a(°lion process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The :.tail liner shall be protected from the discharge of waste outlet
I') 1 ,I.) "S This can he done by using :;n1r,e type of energy d i ss i pator ( rocks )
(:?r' using flexible outlets on waste pipes.
Alternatives to soil. liners are synthetic liners and bentonite sealant.
When thtGse are specified, additional- construction specifications are
i rtc l.t_ decl Wi Lh this (:onstruction Specification.
::II'I'i1Fl TRENCH:
r. c•�iLof t trench .;hall. be conrsL-ructed tatter the embank'Ifient area when
.�I! wr, OIL a t. "'pi cal cross sect r.or, i n tl,e plans . The final depth of the,
Hi c,t t I.: L c3nc;i, si,a l l 1,e determined ley observation of the foundation
l;t,_t t e r: a l s,
viPt'4'ET',TfON:
A 11 eposed emhankuient and other bare constructed areas snail be seeded
to the plarriied type of vegetation as soon as possible after construc-
t ion accr(}rd.1 ng Lu the seeding spec-i f ic.ations . Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall. be used if the recommended permanent vegetation is out of season
dates tot ,eectl_ng. Permanent vegetation should be established as soon
a,, pusslbl.e dur:i.ng the next period of approved seeding dates.
R'E,H�)VMI OF LX1.1-j' TRG TILE DRAINS
ill,t.,, t 1 I t: draI 11,n are encutin ter: ed , Ll,e t..i 1 e w 11 1 I,a r eHcuved tc, a mi n 11111.1111
i I J ; ot,:t. heyorid the outside tc:,e c>1: slope of the dike. The tile
ha I .l h(, hacict 0I.ed and c.niw;ac.t_ed with good mater:_r.a.l such as

SEED I NU ;;PEC' 1 P I t"'ATl0lNS
----------------------
ARE-k "'() Fsh :;;:I:i:l I7: 3. a ACRES
USF THE MTX'.I'URE INDICATED AS FOLLOWS:
0.0 L13S . FESCUE GRASS AT b-0 LBS./ACRE
(HEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DA'.1.'ES : SEPTE:MBER 1 TO 14OVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./AC'RE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 1`.i
24.0 L,BS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
( SUITED FOR MOST SOIL C"OND.LTIONS )
SEEDING DATES: APRIL 1 TO JULY 31
0 . 0 ' L,BS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
I20.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DA`I.'ES: DECEMBER 1 TO MARCH 30
LBS.
APPLY `I.'HE FOLLOWING:
3000.0 LBS. OF LO-10-1.0 FERTILIZER (1000 LBS./ACRE)
6.0 TONS c)F DOLOMITIC LIME; (2 'CONS/ACRE)
i00. 0 SAI'A,S OF SMALL GRAIN STRAW (100 BALES/ACRE)
AL1, SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DfST'URBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED,
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED ANU FIRM SEEDBED WITH A CULT IPACK ER
OR ;71MIf,P.R EQUIPHIENT. APPLY MULCH AND SECURE WITH A MULCH
AN('HOR I NG 1001, OR NETTING.
1. PE;NSACOLA BAHTAGRASS IS SLOWER TO ESTABI.ISIi `P1iAN C'OPi[1ON
HEkMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LHS . /ACRE ()F' COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

UNITED STATES soil :
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
-----------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALI.JATION
GENERAL INFORMATION
MAPS CpVA11,41-6-,4 _--
111�_fl�etgL�� ±------------
TELEPIIONE--�Z1f_ "t-& ________
LOCATI.ONG�r�'''- O_S rl.ct_ IVI:- _nF__
Nc NwY Z /
LN�Frsr T-� �-----•- �-
3J_-- -_ -- _
1P rs;n5 = %D�/h 4'r0 c - r. -
SIZE OPERATION------------- !,//is.W
LOCATION DATA
DISTANCE FROM NEAREST•RESIDENCE NOT OWNED BY PRODUCER-'
ono
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO ----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES-`- -- NO -°---
If no,. site must be relocated
IS SITE 14ITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES------ NO -''--
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior to
design approval.
(Copies of maps or other reference materials may be
attached to site evaluation..)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY'
NON -CROPLAND? x_ No•- - k
. If yes, producer must complete a Form AD-1026.
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRVEYOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES---- NO-'
WILL ACTION RESULT IN SWAMPBUSTING? YES ---,-
IF WETLANDS ARE'INVOLVED, IT IS THE RESPONSIBILITY OF'THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL'MANAGEMEPIT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026_and CPA-026 should be attached to
site evaluation.)
,,,,rr

•r,
Am 5•70 U. S. ULrAwMENi UP An"ICULItInt
901L c0141MATION flERVt�E
SOIL IN_VES11GAIIOJN TO tATERMINE SUITA131LIlY of-morOSED'roND SI[Ei
FAlinlP:fl•s NAntF:i�')r::°ct.._!�-'•a���°�!� r�.—•�_.—.--- 17r9rA�t7r_.(%,yrc,,r�,
IPA UP,
S. C. 9. 1'110'11) SIIFFT No, _-- w()Rk 11NTT _-'r7c,f'saru� t/
WATf.RStli.11 ARFA MEASIM MF.NTS
CRON ANI1-- ArrtF:A f'A4'111RR�— ACHM
r�.?A. s 5. �•y franl
tVt1UUf.ANU At ttF:R ftrT_AI• AcImq N-441) CIA99 WORK UNIT CONSERVATIONIST
SHFIC:II OF PII( NISFi) POND 1311MVINU AV11FfIF 110111MUS WERE MAJ)E (Appros. weo1i Ire. --,T_f '
Ln,nN re/rrrnre rolnl .n tenlrr line of darn •nd (Tajo p Oe e1ehA. -
`�-r-ram
..
l
- - --- -
{
S11MV
frl)(TINO NIIMTIRIT ANI7 PRoF)I,ll �.
.
1►1:1'r I1
PfnAe and ll,r d,,at slfr and snlU,rny 6nrin0t llrsl • fhr,i rnn,l'Jd men end Aorrom pll 601lnt/ - e►M,afe wlfA ae.Neal red Irn1.
n(W -'
all! .-1 an h„A u-4— neressn,yl SAao, u-nit,
table •1ru,tff„ns an dart elle LlrrrM/e. '
3
4
6
!1
?
!!
0
10
11
Is
13
11
16
is
IT
18
19
TO
!t
24
f l
i 4
Lin
__
gy
L
%L
Al
1
HURINGS
MADE 1IY 0j?1. J LjLird
SIONA-rURE & TITIA,
G ggrrt%!-
1t)o Cq�yuEr�
�(fC:,r1nF; o�,'f!t'�'�
•
r

� A� �. } .. r. "ri:.��•�n;��� '_CI(y.� 4 1. �� ;..ti}" yt �i'• 's'��
- ;+r': \w• �� '�.: r3;iw ' •1`''i"�.�irr �,-�•I�• l.. . i ;ram r- 7s• i M
�x k�.+�' ' r - �. �•t�i1�• � !Till• '.. �.; -� .• � W i •. � �. �} +���� y�.'r r ., r�
_ T" ark► '1 +` t ,'' 3.
• ' �1�. � rye. - �jr' i �a^f' : Y.' . � 7' 1 •� � r -ya� r�i}- • w�
r,a; I •'i 1 f t -'#yy �y� " y4, j to J� � • '.�'�; ���I �;t
�f • i i+ k ^' y i ti .�
,K � • ,', .y �• ,L-+, ,.:�� � it , ii ���jr .� �i}i '.��•i .c,.
,, r f sy • � �,f� If
.} + j l iti-��}, v •: '!/'..1-,F
ram` S'"a e•+�:- �, r. X�r 1, ;a !.{';;'•�•Yf.V ¢� .1�
—Fop-,
1 }y '
fY
r
' r rl,
♦iirf� � /�., Y
19.
� _ F
1. • ' F r•w9+ Tyr
r s
• -t: T
yy •ti.
. .. .. _t , .fie • n ,:' �e.. ,. . T�g��l.

i
US Department of At
Soil Conservatir
PLANNED
QUANTITY CALCULATIONS
prepared for
Mark Gavariaucrl.
in
Onslow County, North Carolina
Designer : KW
Date : 10/06/94
Lot Left Right ❑ff-CL
Width
SS
SS
( ft )
160
3:1.
3.1:1
96.0
170
3:_•:.
3.1:1
96.0
1.90
3:i
3.1:1
96.0
215
3:1
3.1:1
96.0
200
3: 1.
4 . 1 : '1
96.0
Checker
Date
Lagoon Excavation
i ** EXCAVATION
**
CL
Dist
; Area
Volume
Sta
(ft)
; (SgFt)
(Cu.Yds)
0+40
; 1770.2
60
4066.0
1+00
1889.2
100
;
11373.8
2+00
; 2057.0
100
;
19828.0
3+00
2508.3
36
23207.4
3+36
2560.9
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

US Department of Agriculture
Soil conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mary Gavariauc411.
in
Onslow County, North Carolina
Designer
KW
Checker
Date
10/06/94
Date
kic*k�c:l'�***)tYc7c**t**ic:roc*;1t*7t9ct9c;t*k**ttic*yt*t*ic*7t***kit*7ck**k�e*�ciCic*:rYc�c*�k*ic****t**tF�c*
Pads
Fill
�* EXCAVATION
** ,
**
FILL **
Top
Left
Right
Off-CL ;
CL
Dist
; Area
Volume ;
Area
Volume
Width
SS
SS
(ft) ;
Sta
(ft)
; (SgFt)
(C:u.Yds) ;
(SgFt)
(Cu.Yds)
i
306
3:1
3:1
20.0 ;
0+67
; 0.0
1079.9
33
;
0.0
1435.9
306
3:1
3:1
20.0 ;
1+00
i 0.0
1269.7
100
;
0.0
6988.1
306
3:1
3:1
20.0 ;
2+00
; 0.0
;
1728.5
100
0.0
13643.9
306
3:1
3:1
20.0 ;
3+00
0.0
1865.6
24
;
0.0
15305.9
306
3:1
3:1
20.0 ;
3+24
; 0.0
1873.8
Portions of the
Original
Data have been
Extrapolated.

r
0H-4er-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mary CavanaugYY.
in
Onslow County, North Carolina
Designer KW
Date 10/06/94
Checker
Date
'
Dike
Fill
** E,XCAVATION
**
; **
FILL **
Top
Left
Right
Off-CL ;
CL
Dist
; Area
Volume
; Area
Volume
Width
SS
SS
(ft) ;
Sta
(ft)
; (SgFt)
(Cu.Yds)
; (SgFt)
(Cu.Yds)
12
3:;
3:1
8.0 ;
0+20
; 0.0
; 60.0
80
;
0.0
;
153.4
1.2
3:i
3:1
8.0 ;
1+00
; 0.0
; 43.5
100
;
0.0
;
335.2
12
3:1
3:1
8.0 ;
2+00
; 0.0
; 54.7
52
;
0.0
;
477.3
12
3:1
3:1
8.0 ;
2+52
; 0.0
; 92.8
80
;
0.0
;
747.8
12
3:1
3:1
48.0 ;
3+32
; 0.0.
;' 89.8
100
;
0.0
;
995.6
1.2
3:1
3:1
48.0 ;
4+32
; 0.0
; 44.1
100
;
0.0
;
1120.4
12
3:1
3:1
48.0 ;
5+32
; 0.0
23.3
62
0.0
1150.3
12
3:1
3:1
48.0 ;
5+94
0.0
; 2.7
40
;
0.0
;
1158.3
12
3:1
3:1
38.0 ;
6+34
; 0.0
; 8.1
100
;
0.0
;
1201.2
12
3:1
3:1
38.0
7+34
; 0.0
; 15.1
112
;
0.0
;
1273.5
1.2
3:1
3:1
38.0 ;
8+46
; 0.0
; 19.7
82
0.0
;
1381.4
12
3:1
3:1
8.0 ;
9+28
; 0.0
; 51.3
102
;
0.0
;
1671.0
12
3:1
3:1
23.0 ;
10.30
; 0.0
; 102.0
102
;
0.0
;
2040.1
1.2
3:1
3:1
23.0
11+32
; 0.0
; 93.4
92
;
0.0
;
2325.2
12
3:1
3:1.
8.0
12+24
; 0.0
; 74.0
Portions of the
Original
Data have been
Extrapolated.

W�oas
y
- _aav,_.
jr
f'
e -
yo 7U1�Oi6q �I.bG_ 1 -
It
� r
i419PACC -WATrwt:It' evt4- 9 i
All 7 �� ,Ta chulk,V�AlLiCr` —
f 4c)iAE :v V+G r0
%`1 1iD�'rbn M>RY tN66L) fD 36
WItN rL�Y (MtFi. i.8'''i/IGK
$j�YES 3:
7r�� '�Rc t Nc�rL •$ ytoo

ANruaT. WAST3 XANAGE'dMM PLAN CERTIFICATION FOR HZW OR Z=ANDED FEEDLOTS
Please return the completed form to the Division of 3avironmental'Haaagement at
the add --ass on the reverse side of this form.
Name of farm (Please print)
Address: Y0• FlFX 3q$
Phone No.: 47 0_ 32•f - 2606
County: 01J5coW
Farm location: Latitude and Longitude :°55' W IIZ IV 19°(required). Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): 1wwlgE
Design capacity (number of animals): 352
Average size of operation-(12 month population avg.): -45100
Average acreage needed for land application of waste (acres): 30tAG>ov5,
=====ss==essss==sssass==ss=e==s=ssaeens=sssssssssssss=sssss=sssssess==sss==sss
Technical Specialist Certification.
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-have_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print) :_ "OR6f N• j�ErYuS _
Affiliation: 6NVIRpNME0fA1. t1AANAGVR &&P68oap NOG FAAMS, INC
Address (Agent• 0•1W (Ooaq 00 0 WG 2 z ' Phone No. q�q.l7S-3130
Signature • dL� Date • 02 ::rA0 15
Owner/Hanager Aqre t
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional 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
Environmental Management 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 either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner (Please Print)
Signature
MARk rl. GAVAt4,ku64.1
Date: l — Z - y' f- +- 6 2.?
Name of 2Saaager, if different from owner (Please print)
Signature: Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACTZW#

MW
W
:7
Z
Z Z
ti
aM
(A
TO-, LAVILLE
> r 9*

"IHAL WASTE HANAGMiLVIT VLAN CERTSFSCATION FOR NMI OR EX&ANDED FEEDLOTS
Please rate= the acopl•eted. fox -a to the rsivi.0 jan of irn iraanm"tal ganatgament at '
the a.ddrass on the rav'arse sides • of ruin form.
Name of farm (Please print):
Address:o�_�g �/A
- _ Phone No. o - 3 A cl a b
County: Onus bio
Farm location: Latitude arid Longitude .5'5 '14 /J �� 7 :�� (required) . Also,
please attach a copy Of a'county road map with location identified.
Type of operation (swine, .layer, dal , etc_.) t__yIdL11�_
Design capacity (number of animals) :__�_�_•_ ____•
Average size of operation (12 month population avg.)
Average acreage needed for land application of waste (acres): 36
laaafam,aMlaSal a,mia�VunwMialammamaa'am"onmaralammmm+a*am "man maaaitaaano===aa
Tachnical Specialist: Certification
As a technical specialist designated by the North Carolina Soil and Water -
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new o;
expanded animal waste management system as installed for the farm named ,above
has an anim&! wast6 management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1.5A NCAC 2H.0217 and
15A NCAC 6F .0001--.0005. The following e'iements and their corresponding minimum
criteria -have —been verified•by me or other designated technical specialists and
ate included in the plan as applicable: minimum separations .(buff are) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) = access
or ownership -of propor .waste application equipment; schedule for timing of
applications; application rates; loading rates; and .the contr.•n1' of the discharge '
of pollutants from stormwater runoff.events less severe than the 25-yeas, 24=hour
storm.
-lA
Name of Technical specialist (Please Print:)'. _. 1`%1"r �! ice_ /' 1r�V.
Affiliation:_
Address (Agency) 1 � P S Y,fc � 4 Phone No. _55 5`ZZ
L L, �{" 61. Me S� �S a4 Cso)%G'r �i {.. rc:r*;SC'/y!;7/' crV C"a t
Signature: �i� q Date:_�f! �y
saaaara<+saraaaamaa,as�ta/ waisho was ss.nmaaswaeasaaema:aaian�a�a�:sm�nmsissiaa awaa�amwwa
C,�wnarlManfaQaa Agrrfititeat ��
I (we) understand the operation and maintenance procedures established in the
approved animal waste-managenient plan for the farm named above and will implement
these Procedures. I (we)' know that t any additional expansion to the existing
design capacity of the waste treatment: and storage system or construction of' now
facilities will require a new certification to be submitted to.the Division of
Environmental .Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this'syetem to
surface ,waiver; of tha state eitiier 'L'nroucgh a man-made conveyance or 'through
runoff from a storm event less severe than, the 25-year, 24--hour storm. The
approved plan will be filed atthefarm and at the office of the local Soil. and
Water Conservation District.
Name of Land t7waar (Please Print) t 1 s (�+iLV1 J /
Signature:%�--!� - �Date•-��_a� �'C�•
Nam* of Iffanadwr, if different from owner -(Please print):_
Signature: __ Datet
Note:'A dhange in land ownership'requires .notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DE14 USE OtdLYtACPIEWN __

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m . !-bad 6-a " LjL, f'eA F1rrw: 538Y@ 36oa
P:;RI:EL 18-120.2 f'I2UUtILa=C1 By°=
i) PROPERTY LINES
SCALE 1 Mi 1 = 330 FEET ONSLOW COUNTY G1

REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER: RP062887
DEALER: RAINMAN IRRIGATION
NUMBER: 129190
DATE: 24 Jul 2006
CUSTOMER NAME: M.R. HOGS
SERIAL NUMBER: 0706-C35939-2660
NUMBER OF TOWERS: 3
GAUGE PRESSURE: 43.0 psi
TOTAL SYSTEM FLOW: 400.0 gpm
TOTAL PIPE LENGTH: 498.0 ft
SYSTEM gpm PER acre: 22.1
LAST TOWER - TIRE SIZE: 16.9 x 24
SYSTEM MANUFACTURER: ReinkeE2
1 16OF2660 SPAN 1, 164.3 ft,
2 156F2660 SPANS 2- 3, 156.0 ft,
1 23GF OVERHANG, 21.8 ft,
DISCLAIMER
NOZZLE FILES: R3000R , S3000PC
NOZZLE SELECTION OPTION: 1
FRICTION C-FACTOR: 140
COVERAGE WITHOUT GUN: 501.5 ft
CENTERDRIVE: 25:1
5.79 in ID PIPE
5.79 in ID PIPE
2.78 in ID PIPE
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.

RP062887 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 43 psi PAGE 2
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP.• MODEL NOZZLE MODEL REQ. DEL. INLINE
1 6.6 PLUG
2 11.4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 PLUG
7 35.1 PLUG
8 39.9 1 39.9 R3000 TN-#19 Gray w/trqu LB20 2.8 2.9 40.2
9 44.6 PLUG
10 49.4 PLUG
11 54.1 PLUG
12 58.9 2 19.0 R3000 TN-#21 Trqu w/yllw LB20 3.5 3.4 40.0
13 63.6 PLUG
14 68.4 PLUG
15 73.1 PLUG
16 77.9 3 19.0 R3000 TN-#24 Red LB20 4.7 4.5 39.9
17 82.3 PLUG
18 86.6 PLUG
19 91.4 PLUG
20 96.1 4 18.3 R3000 TN-#27 White w/blu LB20 5.9 5.7 39.8
21 100.9 PLUG
22 105.6 PLUG
23 110.4 PLUG
24 115.1 5 19.0 R3000 TN-#30 Drk Brown LB20 7.2 7.0 39.7
25 119.9 PLUG
26 124.6 PLUG
27 129.4 PLUG
28 134.1 6 19.0 R3000 TN-#30 Drk Brown LB20 7.2 7.0 39.6
29 138.9 PLUG
30 143.6 PLUG
31 148.4 7 14.3 PC-SP TN-#27 White w/blu LE20 5.8 5.7 39.5
32 153.1 PLUG
33 157.9 8 9.5 PC-SP TN-#27 White w/blu LE20 5.9 5.7 39.5
164.3 TOWER NO. 1
34 166.6 PLUG
35 171.4 9 13.5 PC-SP TN-#28 Blue LB20 6.4 6.2 39.4
36 176.1 PLUG
37 180.9 10 9.5 PC-SP TN-#27 White w/blu LB20 5.6 5.7 39.4
38 185.6 PLUG
39 190.4 11 9.5 R3000 TN-#27 White w/blu LB20 5.7 5.7 39.3
40 195.1 PLUG
41 199.9 12 9.5 R3000 TN-#28 Blue LE20 6.1 6.2 39.3
42 204.6 PLUG

RP062887 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 43 psi PAGE 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL, INLINE
43 209.4 13 9.5 R3000 TN-#28 Blue LB20 6.3 6.2 39.3
44 214.1 PLUG
45 218.9 14 9.5 R3000 TN-#29 Blue w/brn LB20 6.8 6.6 39.2
46 223.6 PLUG
47 228.4 15 9.5 R3000 TN-#30 Drk Brown LB20 7.1 7.0 39.2
48 233.1 PLUG
49 237.9 16 9.5 R3000 TN-#31 Brwn w/orng LB20 7.3 7.4 39.1
50 242.6 PLUG
51 247.4 17 9.5 R3000 TN-#31 Brwn w/orng LB20 7.4 7.4 39.1
52 252.1 PLUG
53 256.9 18 9.5 R3000 TN-#32 Orange LB20 7.8 7.9 39.1
54 261.6 PLUG
55 266.4 •19 9.5 R3000 TN-#32 Orange LB20 7.9 7.9 39.0
56 271.1 PLUG
57 275.9 20 9.5 R3000 TN-#33 Ornge w/grn LB20 8.4 8.4 39.0
58 280.6 PLUG
59 285.4 21 9.5 R3000 TN-#33 Ornge w/grn LB20 8.6 8.4 39.0
60 290.1 PLUG
61 294.9 22 9.5 R3000 TN-#34 Drk Green LB20 9.1 9.0 38.9
62 299.6 PLUG
63 304.4 23 9.5 PC-SP TN-#34 Drk Green LB20 9.3 9.1 38.9
64 309.1 PLUG
65 313.9 24 9.5 PC-SP TN-#39 Black w/trq HB20 11.8 12.0 38.9
320.3 TOWER NO. 2
66 322.6 PLUG
67 327.4 '25, 13.5 PC-SP TN-#39 Black w/trq HB20 11.8 12.0 38.9
68 332.1 PLUG
69 336.9 26 9.5 PC-SP TN-#36 Purple HB20 10.0 10.1 38.8
70 341.6 PLUG
71 346.4 27 9.5 R3000 TN-#37 Prpl w/blck HB20 10.4 10.6 38.8
72 351.1 PLUG
73 355.9 28 9.5 R3000 TN-#37 Prpl w/blck HB20 10.6 10.6 38.8
74 360.6 PLUG
75 365.4 29 9.5 R3000 TN-#38 Black HB20 11.0 11.2 38.8
76 370.1 PLUG
77 374.9 30 9.5 R3000 TN-#38 Black HB20 11.2 11.2 38.8
78 379.6 PLUG
79 384.4 31 9.5 R3000 TN-#39 Black w/trq HB20 11.6 11.8 38.8
80 389.1 PLUG
81 393.9 32 9.5 R3000 TN-#39 Black w/trq H3320 11.8 11.8 38.8
82 398.6 PLUG
83 403.4 33 9.5 R3000 TN-#40 DrkTurquse HB20 12.2 12.4 38.7
84 408.1 PLUG

RP062887 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 43 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
85 412.9 34 9.5 R3000 TN-#40 DrkTurquse HB20 12.3 12.4 38.7
86 417.6 PLUG
87 422.4 35 9.5 R3000 TN-#40 DrkTurquse HB20 12.7 12.4 38.7
88 427.1 PLUG
89 431.9 36 9.5 R3000 TN-#42 Mustard HB20 13.4 13.7 38.7
90 436.6 PLUG
91 441.4 37 9.5 R3000 TN-#41 DrkTrq w/ms HB20 13.1 13.1 38.7
92 446.1 PLUG
93 450.9 38 9.5 R3000 TN-#42 Mustard HB20 13.7 13.7 38.7
94 455.6 PLUG
95 460.4 39 9.5 PC-RT TN-#42 Mustard HB20 14.0 13.7 38.7
96 465.1 PLUG
97 469.9 40 9.5 PC-RT TN-#42 Mustard HB20 13.4 13.7 38.7
476.3 TOWER NO. 3
98 477.9 41 8.0 PC-RT TN-#40 DrkTurquse HB20 12.4 12.4 38.7
99 482.2 PLUG
100 486.5 42 8.7 PC-RT TN-#42 Mustard HB20 13.5 13.7 38.7
101 490.9 PLUG
102 495.2 43 8-7 R3000 TN-#47 Cream w/blu HB20 16.6 17.0 38.7
SYSTEM INLINE END PRESSURE: 35.2 psi, INCLUDING PLUS 8 ft ELEVATION
TOTAL gpm DELIVERED: 400.3
SYSTEM gpm PER acre: 22.1
43 MOUNTING ASSEMBLIES: First outlet= 8, Last outlet= 102
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.00 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN # 1 2 3 OH
gpm REQ. 42.8 121.5 193.3 42.6
gpm DEL. 42.0 121.1 194.3 43.0
----- ----- ----- -----
DEV. -2% -0% 1% 1%

RP062887 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 43 psi PAGE 5
DATA FILE IDENTIFICATION
File
Sprinkler Plate
SprNo ID
Regulator
Flow
Duty
PSI Outlet ID
-----------------------------------------
R3000R
Rotator Red
1- 43 E42C
---------------------------------
LB20
LO
BLUE
20 Squr 7628
*S3000PC
PartCirc Spinner
** ** 49BA
HB20
HI
BLUE
20 Squr 748B
*S3000PC
used on SpNo(s):
7 8 • 9
10 23
24
25
26
WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH I I I I I I I I
(in) ---1 0.13 0.25 0.50 0.75 1.00 1.25 1.50
----------------------------------------------------------------�
TIMER SETTING 100 I 54 27 18 13 11 I 9
------------------I--------------------- I------- I------- I------- -------
REVOLUTION TIME 3HRS 5HRS 10HRS 115HRS 21HRS 126HRS 31HRS
GROUND SPEED AT 1009.- TIMER SETTING:18.08 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.
------------------------
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co., Inc. This information concerns
pipe length and inside diameter; surface finish; outlet spacing; water
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 100o water application efficiency (zero wind velocity and
no evaporation). The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the main pipe
pressure due to the use of pressure regulators and/or drop pipes.

EXHOU D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Wilt WOCK
County: 01V6L0W
Address: PO eyX 3618
RIC" -ANDS NC 28574 Date: 12 M A-mck qq
Telephone: [phone]ob
TABLE 1 - Field Specifications
Approximate
f Maximum
I Maximum
Maximum
Appllcation
Fleldl
Useable Size
Field2
Applicatlon
per Irrigation
of
Slope
Rate3
Cycle3
Number
(acres)
Soil Type
M
-Crop(s)
(tnlhr)
(Inches)
Comments
1
7. of 2
AOMYV11-I.E
A b L
Dvt m"A t+AY je wi CFrA-i N
6 0
1.00
2
3.'ib
NOIRFo1-k
0•2
�� ,•
,50
I.Oo
�kA
2.701
413
(.86
.. .. ..
.,
5
b.8q
NoRt-ask
240
.510
I.bo
6
to
HA
4.3L-
p.2
.,
..
.,
1 i $
1.76
MATtW N
10- (5
1 See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used
NRCS, NC
JUKE; .1996

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: MR !-l065
Address: PO >3OK 3c1e-
2,1GL11.ANys. NC 255714 _
Telephone: cl 10 - 324 - 2606
TABLE 1 - Field Specifications
Approximate
Maximum
Useable Size
FIeldI of Fleld2 Slop.
Number (acres) Sol] Type (%)
If$ 4-to Np%rvi�k 2-b
12 4.qq
l3ERgrtcGgA ►+A`� I `+M GRFh N
County:
Date:
0N5LOW
12 MiIZG4! q'q
Maximum
Maximum Application
Application per Irrigation
Ratc3 C�CI.3
1 See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
EX 031T D-1
MRCS, NC
JUKE; .1996

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Swine Farm Waste Management Odor Control Checklist
c- - BMPs to Minimize Odor Site Specific Practices
Cause
Juuicc
Farmstead • Swine production Vegetative or wooded buffers;
9 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals N Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
J81 Waterers located over slotted floors; -.._
O Feeders at high end of solid floors;
17 Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits
Urine; O Frequent manure removal by flush, pit recharge,
.. Partial microbial decomposition or scrape;
t7 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust 0 Efficient air movement
Indoor surfaces • Dust A Waslidown between groups of animals;
® Feed additives;
O Feeder covers;
R Feed delivery downspout extenders to feeder
_curers -- -- -
flush tanks • Agitation of recycicd lagoon Cl Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Plush alleys
Pit recharge points
Lift stations
. Agitation during wastewater
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
. Agitation during sump tank
filling and drawdown
O Underfloor fltisli.wmt unaernoor ycuu�uisvi-
J13 Extend recharge lines to near bottom of pits
with anti -siphon vents
l7 Sump lank covers
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

.
BMPs to Minimize Odor Site Specific Practices
Source
End of drainpipes at
Cause
• Agitation during wastewater
a
--
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
0
Proper lagoon liquid capacity;
Biological mixing;
9
Correct lagoon startup procedures;
• Agitation
a
Minimum surface area -to -volume ratio;
lgl
Minimum agitation when.pumping;
0
Mechanical aeration;
❑
Proven biological additives
Irrigation sprinkler
agitation;
High pressure g
l8(
Irrigate on dry days with little or no wind;
nozzles
• Wind drift
of
Minimum recommended operating pressure;
®
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage tank or basin
• Partial microbial decomposition;
O
Bottom or midlevel loading;
surface
Mixing while filling;
❑
Tank covers;
Agitation when emptying
❑
Basin surface mats of solids;
O
Proven biological additives or oxidants
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
Settling basin surface
•
level;
• Mixing while filling;
❑
Remove settled solids regularly
• Agitation when emptying
Agitation itation when spreading;
[ISoil
injection of slurry/sludges;
Manure, slurry or sludge
spreader outlets
• Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
[I
Cl
Soil injection ofslurry/sludges
Soil incorporation within 48 hrs.;
slurry or sludge on field
drying
❑
Spread in thin uniform layers for rapid drying;
surfaces
❑
Proven biological additives or oxidants �.
Dead animals
• Carcass decomposition
(R
Proper disposition of carcasses
covering of carcasses in burial pits;
Dead animal disposal
• Carcass decomposition
❑
Complete
location/construction ofdisposal pits
pits
❑
Proper
• Incomplete combustion
0
Secondary stack burners
Incinerators

eguse BMPs to Minimize Odor Site Specific Practices
IYU.4 1.
Standing water around • improper drainage; in Grade and landscape such at water drams
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access_ --
_Additional Information: -
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
Calibration of Manure and Wastewater Application 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
Available From:
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
-Source
Cause
Flush Gutters
• Accumulation of solids
O
O
Lagoons and Pits
• Crusted Solids
Excessive Vegetative
• Decaying vegetation
Growth
Feeders
• Feed Spillage
l7
Accumulations of feed residues
O
Feed Storage
I7
BWs to Control Insects Site Specific Practices
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
discharge
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
during winter).
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

F
Source
Cause BIV1Ps to Control Insects- Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where 'waste
accumulates and disturbance by animals is
minimal.
0 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
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
. — e n._.... '1

Insect Control Checklist for Animal Operations
Source Cause _ —_ _ _ - _ BMPs to Control Insec$s -- � Site S ecifflo Practices
1Li
Flush utters uIld S sterns
g Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
i-agoons ana pits
Excessive vegetative
growth
• Crusted solids
® Decaying vegetation
® Remove bridging of accumulated solids at
® 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
® Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dr Systems
Feeders o Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMTC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects _ Site Specific Practices
Feed storage o Accumulations of feed 13 Reduce moisture accumulation within and around —`
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
CJ Inspect for and remove or break up accumulated
solids in filter stri ys around feed store e as needed
Animal holding areas ® Accumulations of animal El 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

ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all Ieaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to Iagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call Iocal EMS, phone number:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23, 2016