820262_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request fqr Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Nori-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: 82-0262
2. Facility Name: Marvin T. Farms., Inc. - 1. 2 & 3
3. Landowcner's Name (same as on the Waste Management Plan):
4. Larldowner's Mailing Address: 247 Eleanor B Wells Ln
City: Turkey State:
Telephone Number: 910-592-5705 Ext. E-mail:
5. Facility's Physical Address: 247 Eleanor B Wells Ln
City: Turkey State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): George David Wells
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Certificate Of Coverage Number:
Marvin T Farms Inc
NC
NC
George David Wells
910-596-8496 Ext.
Murphy -Brown LLC
Phone No.: 910-596-8496
Allowable Count
7,800
AWS820262
Zip: 28393-0099
Zip: 28393
OIC #: 20053
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
�n"rr711`, nrn
f;,Pq ell !` 2011'

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Mrector
NORTH CARQLINA
Environmental Quality
February 27, 2019
Marvin T Farms Inc
Marvin T. Farms, Inc. - 1, 2 & 3
247 Eleanor B Wells Ln
Turkey, NC 28393-0099
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://dgq.nc.gov/about/divisions/water-resources/watertluali!y-rebional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that von must include one (1) cofly of the Certified Animal Waste Management Plan tCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on pane _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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820262
Murphy -Brown LLC
NorthCs=o naDspatrreitofEr.vrorm.aata3xuato I ❑vso�ofWater Rcsssrxs
512 N. Sa sbvn St. 11SaS Ma Sery �_- Center I Ra e b , Nory Car,:, ,ta 27c� IZZS

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)
1
,2 37 Y
19.00
1
19.00
2
f l
/
f3 9f/y
fB
19.00
3
�{j
n
3
Ow
19.50
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 (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [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: 1441(110. Fi!kMS =il e , B y.9 . UO-It Title: 10i2-c-S / DENT
Signature: V,!gr -6—.ozat�'Date: � - / - /
Name:
Signature:
Name:
S ignature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

-WASTE UTILIZATION PLAN
7-IS I1, LCp411'
Sunday, June 03, 2007
Producer: Dave& Gary Wells
Farm Name: Marvin T Farm 82-262
247 Eleanor B. Wells Lane
Turkey,NC 28393
Telephone # : [phone]
Type of Operation Wean to Feeder Swine
Number of Animals: 7800 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always. apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission,
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7800 pigs X .4 tons waste/pigs/year = 3120 tons
AMOUNT OF PLANT AVAILABLE'NITROGEN (PAN) PRODUCED PER YEAR
7800 pigs X..48 Ibs PAN/pigslyear = 3744 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
8543 1 IAUTRYVILLEALL -
SA
1^ 230i
01
4.1
943� APR-AUG
43 1 ,AUTRYVILLE ALL
WA
1 - 100'
01
4.1
4101 SEP-ARP
_
410 IAUTRYVILLE ALL
083
�-IAUTRYVILL_E
BH
5.52 270.48
0
3.1
.1.-
838.488 MAR-SEP
�43 1= 10 ALL
SG
•
1 50_
0�
3.1
155;_ SE_P-MAY
- T
8543 11 !AUTRYVILLE ALL
8543
BH
_ _ _ _
5.52 270.48
0
1.54
_
416.539; MAR-SEP
11 lAUTRYVILLE ALL
SG
1
1.54
7T SEP-MAY
_
8543 2 jAUTRYVILLE ALL
-!AUTRYVILLE
BC
_ _ -
4.7 230.3
-0
0.
-3.96
_
911.9881 MAR-SEP
8542ALL
r
�SG
1 _
Oi
3.96
1981SEP-MAY
- . _
8543 ! 3 1AUTRYVILLE ALL
BC
--- -- -
4.7 230.3;
Oi
--
2.73
- - -------
628.7191 MAR-SEP
8543 3 AUTRYVILLE ALL
-�
SG
-_,-
1; 50t
Oi
2.73
136.5 SEP-MAY
8543 4 JAUTRYVILLE ALL I
BC
4.7i 230.3;
0
3.03
6_97.8091 MAR-SEP
8543 4 AUTRYVILLE ALL
SG
--
1 50;
0;
3.03
151.5 SEP-MAY
8543 5 IAUTRYVILLE ALL
BC
_ _
-4.7, 230.3,
0!
3.04
700.112f MAR-SEP
8543 5 'AUTRYVILLE ALL
SG
1 50,
01
3.04
152 SEP-MAY
808.353, MAR-SEP
8543 6 IAUTRYVILLE ALL BC 4.7; 2303 3.51
€ 8543 6 AUTRYVILLE ALL
�~
SG
1; 50!
__Oj
0;
3.51
175.5 SEP-MAY
8543 7 IAUTRYVILLE ALL
BH
5.52 270.48'
0'
3.76
1017,001 MAR-SEP
` 85438543_ 7 jALITRYVILLE ALL
SG
1' 50' _
0!
3.76
188r SEP-MAY
I 8543 !AUTRYVILLE ALL
BH
5.52270.48
0
3.87
1046.761 MAR-SEP
8543 I- 8 ;AUTRYVILLE ALL_
SG
50
3.87
193.5; SEP-MAY
8543 9 IAUTRYVILLE ALL
BH�
_1 _
5.52 270.48
_0-
0
3.13
846.602' MAR-SEP
_
8543 9 !AUTRYVILLE ALL
SG
- 1T 50
0,.
3.131
156.5 SEP-MAY
_ _
TOTALS:
10848.9
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.
APP I i nip
wat6le► cuellp-
Reg OM) ;,.f,.,.,
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e, interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
UNITS
LBS N/UNIT
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS_
50
_
BH HYBRID BERMUDAGRASS-HAY
_
--TONS
- --- -- T--
AC
_ _
50
..-- . --
50
- - _.� --
SG SMALL GRAIN OVERSEEDED
- -
-..---- ----
SA SUMMER ANNUALS
- - - AC
110 - - -
,WA WINTER ANNUALS
AC
100
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 35.77 10,849 j
TOTALS: 35.77! 10,849
AMOUNT OF N PRODUCED: 3,744
***BALANCE .7,105
*** 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 592.8 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT_ FIELD _ SOIL TYPE _CROP RATE (In/hr) AMT (inches)
F43 -1 AUTRYVILLE ALL WA 0.60 T *1
3 -11. -2, -3, --4, -5, -6, --7, -1 AUTRYVILLE ALL SG 0.60 *1
8543 -1 A_UTRYVILLE ALL SA 0.60 *1
8543 10,11, 7, 8, 9 AUTRYVILLE ALL BH 0.60
8543 2,3, 4, 5, 6 AUTRYVILLE ALL BC 0.60 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

,NARRATIVE OF OPERATION
Acreages bused on a Wettable Acres Determination completed on 6-2-07. RYE'S are from
the previous WUP of 5-22-03.
Page 5 of 9

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

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

NAME OF FARM: Marvin T Farm 82-262
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: Dave & Gary Wells
SIGNATURE:_ • 5' & 2� DATE:_ _ .2-7 - 1
NAME OF MANAGER (if different from owner):
SIGNATURE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
[phone]�
SIGNATURE: DATE: .23 `I2,
Page 9 of 9

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"l�1��iy` ; s. t -.ra* f,.0 +� • , ♦f�_ s +l. 17� � .. y„ .. � ��" t'". 1 _ �:+rTs
�FPX 'k f ( ,l'�,. d t �1•? �'a x} `*' � +f L,:1 �,r'. J r l r. J 4r ix a1,}j ��� 7'i' �" + br 1' `,fir _ � y .
y YY a r+' J Z � it '; it," :'f � - r }+ ,1 t :, •�' . '� i .r 1�,-�a..-. ��'� �., ,#�7" . - 1 y+q;4.
$k� f f � N�rey fit. FP �.. .<} 4 .'�- r 4 xr"(i i- y Y�• {r�l Y'{•,��,}� .�d�l�
r gyp:+ � 1 / f 1 - � .. �� ►• a +',1G { �, :� �.,:.; w T S ' f+W� l�` I �•>} f X t,y+T
17
•t: ��i�� x r rC!-:N i � asc ro.t "'r A���' � ,htr t� '✓ d I Lwi Q'•'•.
lknil
I31�
' 'r -' a ' t Y Y • '�• �t ,�T
i �ar ` t ��. it}y d _ .- � z Y� rr •� r,{,��J ,' '�} �y�iL+ ' �l,Ir
' '` s � �? {' r '- � 'f'•�" t �+.r'• 11 :. �' .r3i''•.ty'fe'��`f'•y1" +�� �S
y r a �. �, � f•tiy r-_ • Sy rr� n�IP�a' 4 .tY° },� 4�.N!,��;�^ i ' ��
:.� � - ... ,{y�,(y - �';�,t•I�,•.�' r+ W •'q"�,;; .. ` GAF N��;,.,
•t �,t � +l�1 ` +'tt �i ti'r �:,', ++j wt :ta F A� L3.. �{ �'�� ��R-.�`� ��+�
• � F ] 1 {�� h tr s � �++.��1 f :.pa L �j •i h .r 1} ( ,�'. •4 .yy � li t- I'
3 � r f t a .� �j �} ey ff „� - a _ a _ 9�^y r t�✓ . +f ° - y'(Ir;
Yi'.S'
+ { R ff Yid �yf. y r�'+i t �}" 1� 'M •f f y. y, 1 �' ilk /
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li,
w
y, y. ,ia � P1 ii •f +, erV .��4�r�5r" � r�
+, •+ - i ` i 'Z, � it •y +� r ; f i' - rCg' '71.+7 � r� ;1t"'!%'�''�"")��� � �
.1t
� - 4 t la,tr
F_ Ptp 7�
i

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Storage tank or • Partial microbial 13 Bottom or midlevel loading
basin surface decomposition Q Tank covers
• Mixing while filling
13 asin surface mats of solids
• Agitation when emptying ©/
Proven biological additives or oxidants
Settling basin
• Partial microbial
surface
decomposition
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
• Agitation when spreading
sludge spreader
• Volatile gas emissions
outlets
O Lxtend drainpipe outlets underneath liquid level
fir Remove settled solids regularly
O Soil in of slurry/sludges T
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry, or sludge on drying O Soil incorporation within 48 hours
field surfaces
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
Dead animal
• Carcass decomposition
disposal pits
Incinerators
• Incomplete combustion
Standing water
• Improper drainage
around facilities
• Microbial decomposition of
organic matter
Proper disposition of carcasses
C3 Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
0 Secondary stack burners
Tf Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor
Flush alleys • Agitation during wastewater Underllogr flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of' pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Site Specific Practices
Outside drain
. Agitation during wastewater
O
Box covers
collection or
conveyance
junction boxes
End of drainpipes
• Agitation during wastewater
0
Extend discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces
. Volatile gas emissions
O
Proper lagoon liquid capacity
. Biological mixing
(7
Correct lagoon startup procedures
• Agitation
O
Minimum surface area -to -volume ratio
rl Minimum agitation when pumping
Cl Mechanical aeration
D Proven biological additives
Irrigation sprinkler • I Iigh pressure agitation Pf Irrigate on dry days with little or no wind
nozzles . Find drift
WMinimum recommended operating pressure
f( Pump intake near lagoon liquid surface
171 Pump from second -stage lagoon

I
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production O Vegetative or wooded buffers
O Recommended best management practices
Lr Good judgment and common sense
Animal body • Dirty manure -covered Dry floors
surfaces
Floor surfaces •
animals
Wet manure -covered floors Pf Slotted floors
Po Waterers located over slotted floors
O Feeders at high end of solid floors
0 Scrape manure buildup from floors
R(Underfloor ventilation for drying
Manure collection • Urine Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape/
decomposition M Underfloor ventilation
Ventilation exhaust • Volatile gases 'an maintenance
fans . Dust Efficient air movement
inaoor surfaces • Vust Rl Washdown between groups of animals
W Feed additives
17 Feeder covers
© Feed delivery downspout extenders to feeder
covers
l- lush tanks Agitation of recycled lagoon 17 Flush tank covers
liquid while tanks are filling Q Extend fill lines to near bottom of tanks with
anti -siphon vents

�ourCe
tracked onto
1vLanure from
public roads
farm access
Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Cause
Far
poorly maintained access CI Farm access road maintenance
roads
Information:
Additional Lire M�age1�ent; .0200 Rule/BMP Packet EBAE Fact Sheet
Swine Manction 1' arm Potential Odor Sources and Remedies;
prociu i it Manure Management: Pit Roeharge—Lagoon Treatment; Fi3Al; 128-88
Swine , uctioil Vaud y Yement: Underfloor Flush —Lagoon Treatment; EBAE 129-88
SwIlic 1 rOd Facility Manure Ma ive
• re l,roduction ana6en1ent for Livestock Manure Treatment and Storage; EBAE ] 03-83
swii pe$11;n al'd M astewater Application Equipment; EBAE Fact Sheet
Lagoon o f N4anure and w ,s Pill-33
Calibration Odors front Swine Building
Controlling Assurance Pr°gram; N1'PC Manual
Environmental A T Odor; a report from the Swine Odor Task Force
ons a managing enient: Odors and Flies; PRO107, 1995 Conference Proceedings
Opt, Animal Manure Manag
riuisaacc Concerns in A
Available From:
NCSiJ, County Extension Cents
NCSU—BAE
NCSU—I3AE
NCSU—BAE
NCSU—BAE
NCSU—BAG
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communic
Florida Cooperative Extension

Insect Control Checklist for Anima! Operations
— i1�111•l'L'-- �Al1Ye -- -
_ _
CnntroI Insects
f=ltuh (i uUel s --.
Accranutatiun afsnlids
Liquid Systems Silo Spccifir Practices
--`--
IT Mush system is designed and open;sled - -
sufficiently to remove accumulated solids from --
� lIters as designed.
_ - -
,,�
1 u' Remove bridging of accumulated solids at
1 ,,gau►►s ants I`its ----,
(•rusted solids
I' ..large
Maintain lagoons, sealing basins and pit_s where - -- ------ ---•-----
— --
pest breeding is apparent to minimize the:
crusting of solids to a depth of n0 more than 6 -
.,.l e;SSl l'l' VL"CIa11 Vl,;— •
L - - - -Decaying vegelahon
t irtnvlh
inches over more than 30% of sill-sace.
—
1►lsilltain vegelafive colllirol a](1119 banksank------- - -- - - -- -
- - -
lagoons and other inlpoundnleols to prevent
- -
accumulation ofdecayial6 vegetative molter
;llong watel's edge imptalathllelli,s
Un
-- -- --pe WWII tee.
1=cr.lcl-, ---------
-- - ----Feed Spillage ` ---
DrySystculs------------•-_ ---- - --
_ ------ - ---- -- - --- •- -- - - -
(6T Design, operate
am ulaiu- t� ai111 (cell syslems---
- -- -
bunkers and troughs) a,
minimize the
M/(" ru"llimioa Of decaying wastage.
r•� 'k:an
up spillage on a routine basis (e.g., 7 - 10
day mrerval during
-
• Accunlulatiolls of feed -
residues
Sumner; 15-30 clay iotclval
luring winter).
--
Keduce moisture :rccumul- itio ----' -
rl wllhill anel -• - -
around inuuedi:ne pel•inleterof Iced storage
areas 6y inswing drainage away lions sift-
and/or providing adetillate containment (e.g.,
cowered Wn fbr brewer's grain and similar filgit
nloislure grunt products).
f-I Inspect fOr and remove or ba eak up act'urntrlatt d
solids in filter strips around feed storq;c as
needed.
AA,. 3 �Jt�tcnlhcr 1 I, 1'Jt)(i Page I

_ _tim_ercc - a
t, Arc,►, Accurn►Itapolts ofaninlal wastes
and feed wastage (?
I)►y 1ltanurc Ilau�lfiug .
5)'NIcurs Accumulations of animal wasteS
n
UMPs to Control iusec�s
Eliminate low areas drat trap
fences and other locations moisture along
accumulatesance and disturb here waste
minimal, by alrinlals is
Maintain fence rows and filter strips around
animal bolding areas to minimize
acclutttllations of wastes (i e , inspect for and
remove or break up accutlltllaled solids as
n Remove spillage on a rolltilte basis(e. day Interval during summer; 15-30 day interval '
during winter) where manure is loaded for land
allPlicatiotl or disposal.
fl Provide f'or adeclrtate drainage araluid man,,.,stockpiles.
C7 Inspect for and remove or break ap accurn►llatell
wastes in filler strips around stockpiles
nn'
Site S1nCCirl i'raCtices
an ie ha_ ndltngareas as neededa►ul
t=ur mule inlunnaniurl cunlaci the Cuclperative lixtension Service, I>cpartnll:nt of --
1(,rlcil,h, -.
t•ntom�ogl..IIOX76l3���-
Carojilla St:lte t hiivt•lxily, �- -- -- -- --
AAlit,' - IJove'llher It, 1996, Page 2

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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.
aComplete incineration according to 02 NCAC 52C .0102.
0 f�j A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature f Farm Owner Manager
Signature of Technical Specialist
Date
Date

U EMGENCY ACTION PLAN
PHONE 1 rn MBERS
ENE
DW 9/0 �/
GEI' MNT SYSTEM
S XCD 4i0 54-z %9s3
.N'RCS 914 .S9Z - p963
This lan will be irnplernenzed in the event that wastes from your operation are leaking,
ave 0W1ng, or running off site. You should not wait until wastes ace waters
leave your proper y-y tc consider that you have a problem. You should make every effort or
ensure that this does nct happen This plan should be posted in an accessible location for
aII employees at the faGiliz.y. The following are some action items you should take.
I. 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 over-,,Cw-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. StcpI -flows to the lagoon immediately.
d. Call
a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate ;he .application rates for the fields where runoff occurred.
C: Leakage from _.he waste pipes and sprinklers -action include:
a. Stop recycle aumn.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from riLsjj
h systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation aurnp.
c. :,v2ake sure ro s*-phon occurs.
d. Stop all flows, in the house. flush systems, or solid separators.
December 18, 1996

e. Reaaiw a: "ak s prior to restarting pumps.
H: LeacagM Xr, : �zs_ ar sidewali of lagoon. Often this is seepage as opposed to
flowi:,g aE;; ccs;ibie action,:
a. , T`�. " Jd.lA .u
,t<G�snw or ditch away from the Put in a submersioae pump anpump back to lagoon. t to catch all seepage,
b. If holes are caused by burrowin o
hoics =�d cc�:�:aact with a clay tyPanimals, trap or remove animals and fill
c. Have a p' oaessional evaluate the condition of the side wails and lagoon
bottom as wcotz as Possible.
2. Assess the a tu,?.t wf the spill and note any obvious damages.
a. Did the wastc ,eac," ally surface waters?
h. App7oxxx-n&-, ..y aw -much Was released and for what duration?
C. Any he sP ll i,7tEG,
d. Did the spz11 su—h as employee injury, fish kills, or property damage?
leave t�'�a property?
e. Does the sill have the Potential- to reach surface waters?
f. Could a ?a.:.. event cause the spill to reach surface waters?
g. Are potabn; water wells in danger.(either on or off of the property)?
h. How much reac:,,ed s.ce waters?
3: Contact appropr:a^c a`e:,cies.
a. During normal business hours, call our DWQ (Division of Water Quality)
Youregional off4l✓x.one9�e-�s�, i After hours, emergency number. 919-733.3942.
Your phone cal: si,.ould include: your name,
of the incident tor: item facility, telephone number, the details
above, the exact location of the facility, the location or
direction of Mcvenr em of the spill, weather and wind conditions. The corrective
measures that ha•;e been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct a.MS to contact local Health Department.
d. Contact CES, ohore numbers ?'6 ; local SWCD office phone number -rz -79es
and local tiRCS office for adviceltechrucal assistance phone number - s92•. 79�3
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to then and ask hat person to contact the proper agencies for you,
5: Contact the cola:ractor cf v our choice to begin repair of problem to minimize off -site
damage.
a. Contractors 'game: g- 14! —hit ^V_ ®&,-'— "e.
b. Contractors Address:
C. Contractors Pho-,e:
December 18, 1996

b: Contact the technical specialist t�`no cerified the lagoon (NRCS, Consulting Engineer., etc.`.
a. Name:
b. Phone. Iv
is Implement proce`u_es as advised by D%VQ and technical assistance agencies to
rectifti' the darnaae. rewair ;he s�•stern• and reassess the waste manasement plan to
keep Problems wI re;ease of wastes from happening agsin,

9R M FARMS, INC.
Operator: Dave Wells #1
ate: 02/03/94
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
sows (farrow to feeder)
X
522
Lbs. =
0
head (finishing only)
X
135
Lbs. =
0
sows (farrow to wean)
X
433
Lbs. =
2,600
head (wean to feeder)
X
30
Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume =
Minimum volume =
Page 2
0 Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
78,000 Lbs.
Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
78,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
0.0 Cu. Ft. (As Per Owner's Req st)
Inside Top Length of Dike =
150.00
Feet
Inside Top Width of Dike =
150.00
Feet
Top of Dike Elevation =
48.40
Feet
Bottom of Lagoon Elevation =
38.40
Feet
Freeboard Depth of Dike =
1.00
Feet
Side Slopes on Dike =
3.0
: 1
Total Design Lagoon Liquid Level Elevation =
47.40
Feet
Total Design Liquid Level Depth =
9.00
Feet
Determine total design volume using prismoidal formula:
SS / Endi = 3.0 Feet SS / Sidei =
SS / End2 = 3.0 Feet SS / Side 2 =
Inside Dike Length @ Design Liquid Level = 144.00 Feet
Inside Dike Width @ Design Liquid Level = 144.00 Feet
3.0 Feet
3.0 Feet
APR 0 9 ?mp
i VVaieraawr

_ = FARMS, INC.
Operator: Dave Wells #1
02/03/94
vrOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top =
Area of Bottom =
Area of Bottom =
Area of Bottom =
Area of M idsection =
Area of Midsection =
Area of Midsection =
Inside dike length(top)
144.00
* Inside dike width(top)
144.00
20,736 Square Feet
Inside dike length(bottom)
90.00
8,100 Square Feet
* Inside dike width(bottom)
90.00
Inside dike length(mid) * Inside dike width(mid)
117.00 * 117.00
13,689 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 83,592 * 1.50
Total design volume = 125,388 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 46.60 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
19,377 Square Feet
8,100 Square Feet
13,133 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Ceot1�7fi;
Volume @Start Pump = 80,009 * 1.37
Volume @Start Pump = 109,346 Cubic Feet
4B_ TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 44.90 Feet
Area of Top = 16,641 Square Feet
Area of Bottom = 8,100 Square Feet
= a oaf "+°kisection = 11,990 Square Feet
Vie End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth16)
1okxne End Pump = 72,702 * 1.08
y vErid Pump = 78,761 Cubic Feet

cf M FARMS, INC. Page 4
Operator: Dave Wells #1
,,re: 02/03/94
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.50 Feet
Area of Top = 16,641 Square Feet
Area of Bottom = 8,100 Square Feet
Area of Midsection = 11,990 Square Feet
Permanent Volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 72,702 * 1.08
Permanent Volume = 78,761 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 150.00 * 150.00
Area of Lagoon = 22,500 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 22,500 + 0
Design Drainage Area = 22,500 Square Feet
- = VOLUME OF WASTE PRODUCED
--Ocxo - mate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLIv
- -e of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
- —'e of Waste = 78,000 * 0.00136 * 180
e of Waste = 19,094 Cubic Feet

,ER M FARMS, INC.
.n Operator: Dave Wells #1
mate: 02/03/94
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
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.
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 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 =
7.00 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 22,500 * 7.00
Vol. of Excess Rainfall = 13,125 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 22,500 * 7.00
Vol. of Storm Rainfall = 13,125 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 19,094 Cubic Feet
58. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 13,125 Cubic Feet
50; Vol. of Rainfall / 25 Yr — 24 Hr Storm = 13,125 Cubic Feet
TOTAL TEMPORARY VOLUME = 45,344 Cubic Feet

vA
ti = rR M FARMS, INC.
Operator" Dave Wells #1
"e: 02/03/94
6. SUMMARY
Minimum Treatment Volume — Livestock =
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Avaliable =
48,Cubic Feet
,344 44 Cubic Feet
23
123,344 Cubic Feet
1
46, 28 Cubic Feet
,628 Cubic Feet
Design Start Pumping Elevation =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
9,346
I IZ26
12,263
Feet
Cubic Feet
Cubic Feet
Design End Pumping Elevation =
Total Volume at End Pumping Elevation =
78 ,76161
Feet
Cubic Feet
Design Min. Permanent Storage Elevation =
Total Volume at Min. Storage Elevation =
Vol. of Permanent + Temporary Storage _
—
8761 4,
122761
4,105
Feet
Cubic Feet
Cubic Feet
NOTE: Bottom of Temporary Storage =
g
the water table elevation of
44.90 Feet is above
42.00 Feet
7. DESIGNED BY.
DATE:
APPROVED BY:
DATE:
John Lenfestey
02/03/94
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

)erator:DAVE WELLS County: SAMPSON
-stance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT
(ALW)
0
0
sows
(farrow to
finish)
x 1522
lbs.
0
sows
head
(farrow to
(finishing
feeder)
x
lbs.
0
sows
(farrow to
only)
wean)
1 35
35
lbs.
2600
head
(wean to feeder)
x 433
lbs.
Describe other :
x 30
lbs.
Date,: 07/19/94
1000.0 feet
= 0
The
= 0
1bs
= 0
The
0
The
= 78000
The
• 0
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW =
Volume = 78000 cubic feet 1 CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- ------------- 225.0
Inside top width (feet) ----------------------
020
Top of dike elevation (feet)----------------- 193.
Bottom of lagoon elevation (feet)--------- .2
Freeboard (feet) ------------- 80.2
Side slopes (inside lagoon)------------------ 1.0
3.0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 219.0 96.0
AREA OF TOP
LENGTH * WIDTH =
219.0 96.0 21024 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
147.0 24.0 3528 ( AREA OF BOTTOM)
78000 The
DEPTH
12.0
AREA OF MIDSECTION
LENGTH +' WIDTH * 4
183.0 60.0 43920 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
21024.0 43920.0 3528.0
DEATH/6

TEMPORARY STORAGE RK9UZiRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
225.0 102.0 22950.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 22950.0 square feet
Design temporary storage period to be
180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 78000 lbs. ALW/135 lbs. ALW
1.et gal/day 180 days
Volume = 142480
gals. or 19048.1 cubic feet _
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
Volume = 0.0 cubic feet per CF
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 = 13387.5 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 13387.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
13388
cubic
feet
5D.
13388
cubic
feet
TOTAL 45823 cubic feet
SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation========_==> 180 days
7.0 inches
25 year - 24 hour rainfall====---------
Freeboard============--______ -'==>
-_---7.0 inches
Side slopes====------ -----====---------> 1.0 feet
Inside top length=============_________> 3.0 : 1
Inside to - =====> 225.0 feet
p width==------------------ -_--__-__> 102.0 feet
Top of dike elevation============--__ ____
Bottom -----"'-`_> 93.2 feet
of lagoon elevation================;_
Total required volume===========-------- > 3823 feet
Actual __ -----"'____> 123823 cu. ft.
design volume==--==========__________=> 136944 cu.
Seasonal high watertable elevation, (SHWT)===> ft.
Stop pumping elev.___________85.feet
Must be > or = to the SHWT elev.==========> 85'3 feet +�
Must be > or = 85.0 feet
to mina req, treatment el. _>
8
Required minimum treatment volum_ e==========feet
Volume at Stop-> 78000 00 cu. ft.
pumping elevation============> 83629 cu. ft.
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall feet
Actual volume less 25 yr. - 24 hr. rainfall==> 123557 cu. ft.
Volume at start pumping elevation=====______> 118779 cu. ft.
Required volume to be pumped================>
Actual volume planned to be pumped==========> 32436 cu. ft. +
351
Min. thickness of soil liner when re uired==> ft.
Q 1.9 9 feet
DESIGNED BY: �P/h�o+.. APPROVED BY: P
G`�'t
jAe4
DATE: DATE: 7/�9¢
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: ......... asr�a ...==ar=a:=aa�q� WELLS
County.== ___-________-----
— --
------=-=CAMP SO1V
Date:===--====== y
_ -- t2"f94
Dist -to neared residence (other than owner) : 1000 ft.
sows (farrow to flnlsh) := = = ___—__—__—_
_ —_ _— —_ _ _ —_
wow (la.Rew to feeder) : eder): _ _ _ __= =_=-
_ _ _ _ _ _ -_
head (finishing only):====_
saws Oaarrowtowean):====_
head wean to f_--- __--
Ave. Live Weight�fo other operations (lb.-.) _ ., _ _ _ _ _
2600
2torage volume for sludge accurn. (cu. ft): =
Treatment Volume (min. 1 cu. fL/lb.)=======
1.0
25Year - 24 Hour Rainfall (in.)=======_====
Rainfall in excess of evaporafion (in.)=====-.
7.0
Drainage area of buildings & lots (sq. ft) = :•
7 0
Volume ofwach water (gallonq/day)=====__—___
Temporary storage period (days)_____________
_
180
Side slopes (inside lagoon): :
1.0
Inside top length (ft):==_________
insidejopwidth
225.0
Top otdike elevation (Tr-):______________
102.0
Bottom of lagoon elevation -_____-- ---:
03.2
Seasonal high water table(HNT) elev. (ft : _- _ - -
85.2
Total required volume: = = _ = = = = == = _ _5.0
-- 123823 cu. ft
ActLW design volume:====_=
**TOTAL VOL Q.1<.**
======= 1i�944 Cu. ft
Stop pumping ei j> or = to 85.0 ILSHWT}:_.
110.60%
89.3
(: • or = to 86.2 ft.klin.)
Required minimum treatment volume: 7W00 cu. fL
Volume at stop pumping elevation:
**TRIViT. VOL O.K.**
8%29 cu. ft
Start pumping elev.:=========-_-==-======-_
107,r_
Volume at start pumping elevation: 118779 cu. fL
Actual
91.0
**STORM STOR. O.K.**
volume less 25yr-24hr rain: 12-3557 cu. ft
NO II t: Verify that temp. storage is
104.02%
adequate:
Req. volume to be pumped:==== • 32436 cu. ft
**TEMP. VOL O.K.—
Actual volume to be pumped:==:-• 35150 cu. ft.
108.37%

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
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 91.3 as marked by permanent marker. Stop purnp-
out when the fluid level reaches elevation 89.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 32436 cubic feet or
242619 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.

Operator: _______________________:_ _ _ _ SAVE WELLS
Coun
Date: ty_
- 07/26/96
Dist.to nearest residence (other than owner):
ft,
sows farrow to finish):=== ____—_______—___>
sows farrow to feeder): eder):=== ________________>
head finishing only):
sows farrow to we
head wean to feeder
:====_ _______________
2600
Ave. Live Weight for other operations(lbs.) _ >
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.) _ _ _ _ _ _ _ >
1.0
25 Year — 24 Hour Rainfall (in.) = = = _ _ _ _ _ _ _ _ _ >
Rainfall in excess of evaporation (in.)= _ _ _ _ >
7.5
7.0
Will lagoon be designed as as irregular shape? (Y/N) N
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water gallons/day)====______>
Temporary storage period (days) _ _ _ _ _ _ _ _ _ __ _ _ >
180
Freeboard (ft.):________________________-
1.0
Side slopes (inside lagoon): ________________>
3.0 1
Inside top length(ft.):____________________>
.
200.0
Inside topwidth (ft.)._____________________,
120.0
Top of dike elevation
104.0
Bottom of lagoon elevation ft): = = _ _ _ _ _ _ _ _ _>
94.0
Seasonal high water table(SHWT) elev. ft):=>
98.8
Total required volume:====_ ______= 126048 cu. ft.
**TOTAL VOL O.K.**
—
Actual design volume:====__ __—___: 132948 cu. ft.
105.47%
Stop pumping el.(> or = to 98.8 ft. SHWT)> '100.4
(> or = to 100.0 ft. Min.)
Required minimum treatment volume: 78000 cu. ft.
**TRMT. VOL O.K.**
Volume at stop pumping elevation: 81482 cu. ft.
104.46%
Start pumping elev.:_____________________=
1022
Volume at start pumping elevation: 115840 cu. ft.
Actual volume less 25yr-24hr rain: 117948 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: _ _ _ _ > 33048 cu. ft.
**TEMP. VOL O. K. **
Actual volume to be pumped: _ _ > 34359 cu. ft.
103.97%
25 Yr. Storm Storage: Required = 15000 cu. ft.
**STORM STOR. O.K.**
Actual = 17108 cu. ft.
114.05%
RRCEl MA,,CZ20,% M
APR 0 3 2019
uivlw�

Operator:' DAVE WELLS County: -Dup+in SC r, �s.� Date: 07/26/96
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish) x 1417 lbs. = 0 lbs
0 sows farrow to feeder) x 522 lbs. = 0 lbs
head finishing only) x 135 lbs. = 0 lbs
0 sows farrow to wean x 433 lbs. = 0 lbs
2600 head wean to feeder) x 30 lbs. = 78,000 lbs
Describe other: 0 lbs
otal Average Live eig t = 78,000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------.
200.0
Inside top width (feet)---------------------
120.0
Top of dike elevation (feet)-----------------
104.0
Bottom of lagoon elevation (feet) — — — -- — — — — — — —
94.0
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 3.0 194.0 114.0 9.0
AREA OF TOP
LENGTH * WIDTH =
194.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
140.0 60.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
167.0 87.0
22,116 (AREA OF TOP)
8,400 (AREA OF BOTTOM)
58,116 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,116 58,116 8,400 1.5
Total Designed Volume Available 132948 Cubic Feet

a
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 120.0 24,000 square feet
Buildings (roof and lot water)
square feet
TOTAL DA 24,000 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
Describe this area.
Volume = 78000 lbs. ALW / 135 lbs. ALW * 1.37 gal/day * 180 days
Volume = 142480 gals. or 19048 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 gallons / day * 0 days storage / 7.48 gallons per CF
Volume = 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
0 days excess rainfall =
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14,000 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15,000 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,000 cubic feet
5D. 15,000 cubic feet
TOTAL 48,048 cubic feet
7.0 inches

6. SUMMARY
Temporary storage period========
Rainfall in excess of evaporation = = = = = = = = = = = > _
25 year - 24 hour rainfall==========-====--=>
Freeboard====================-----
Side slopes====================-- --=
Inside top length=================------
Inside top width===================— ---
Top of dike elevation=================- --_
Bottom of lagoon elevation_
Total required volume===============- - --
Actual design volume===============--_-______
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====___--_>
Volume at stop pumping elevation=====_______>
Start pumping elev.==========------===-==
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 h r. rainfall = _ >
Volume at start pumping elevation= _ ____ _-_ _ _>
Required volume to be pumped=====_______== -
Actual volume planned to be pumped=====____=>
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BYl-f
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
200.0
120.0
104.0
94.0
126,048
132,948
98.8
100.4
98.8
100.0
78,000
81,482
102.2
180
7.0
7.5
1.0
3.0
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
days
inches
inches
feet
17,948 cu. ft.
15,840 cu. ft.
33,048 cu. ft.
34,359 cu. ft.
1.5 feet
CA14t
SEAL
14985
COMMENTS:
ZIAL

e
SHEET 1 OF 2
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 102.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 100.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 33048 cubic feet or
247200 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.