820218_Permit Renewal Application 2019_20190410

State of North Carolina 4
Department of Environmental Quality
Division of Water Resources APR 0' 1 Z019
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: 82-0218
2. Facility Name: Loneuath Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 571 Zoar Church Rd
City: Salemburs State:
NC
Certificate Of Coverage Number:
Butler Fanns Inc
Telephone Number: 910-990-5734 Ext. E-mail:
5. Facility's Physical Address: S96-+fief[Vt; Z�Z-7 7 F,4,j '
City: Clinton State: NC 7�
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): ler
R0of o4cc. jo,&t--
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:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
AWS820218
Zip: 28385
Zip: 28328
Phone No.: 910-5964?484— OIC #:
f,fo
Allowable Count
5,600
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr.
Non Laying Pullet
Layers

ROY COOPER
CM�ere gar
MICHAEL S. REGAN
S"wrary
LINDA CULPEPPER
thrector
NORTH CAROLINA
EnviranrrtentaJ Quality
February 27, 2019
Butler Farms Inc
Longpath Farm
571 Zoar Church Rd
Salemburg, NC 28385
Subject: Application for Renewal of Coverage for Expiring State General Pen -nit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure ►-our continued coverage under the State Non -Discharge General Permits. you must submit an @VVIication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilil% Currentl} 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 you must include one I11 con- of the _Certified Animal Waste Management Plan ICAWMPLwith. the
completed and siumed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
Uplication 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
SamRson County Soil and Water Conservation District
AFOG Section Central Files - AWS820218
Nwt�Ca,� traDepattrrert�fErrrz�r-arts Q.a t} l 0"ws2rofWaterResatroes
v.FD � 512 N€ Sfi SbLfn St. j IS3S N°e Sarro a _-erte, ( Re e g , Nwt�, Caro •a 27S91.1-i83S
sis.717 9D30

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
9
4�
2r Qo �
19.00
1
2
(,
i�yyy2.i.
Od
19.00
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 b� the owner and a certified technical suecialist, 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: �7, ✓ �"t �t 7 Title: t S.ILto�'
Signature:
Name: _ Title:
Signature: _ Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Perm itRenewal@neden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

WASTE UTILIZATION PLAN
Tuesday, November 20, 2018
Producer
--' ' butler Farms, Inc
Farm Name: Longpath Farm 82-218
571 Zoar Church Rd
Salemburg,NC 28385
Telephone # ; [phone]
Type of Operation : wean to Feeder Swine
Number of Animals : 5600 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at
sspecied rate to
Pollution of surface and/or groundwater. The plant nutrient in hean animal wasterevent
used to reduce the amount of commercial fertilizer required for the crops in the fields
waste is to be applied. This waste utilization plan uses nitrogen as the • should be
Waste should be analyzed before each application cycle. Annual soil where
encouraged so that all plant nutrients can be balanced fo g e tests are limiting strongly
miting nutrient.
grown. r realistic yields of the crop to be
Several factors are important in implementing the fertilizer value of the waste and to ensure that it is applied in an environmentally
your waste utilization plan in order to maximize
manner. Always apply waste based on the needs of the crop to be grown and the n
contents of the waste. Do not apply more nitrogen than the crop safe
important as they have different infiltration rates, leachingnutrient
capacities, and avaialable water holding capacities. Normally can utilize. Soil types are
land eroding at greater than 5 tons per acre ci e potentials, cation exchange
la applied to land eroding at up to 10 tons per waste shall not be applied to
p year. With special pre -cautions, waste may
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
p cre per year. Do not apply waste on
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 ro
maximize the value of the nutrients for crop
Pollution, the waste should be applied to a growing crop or applied problems. To
production and to reduce the potential for
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients
not more
reduce odor problems. This plan is based on waste application through irrigation
the manner in which you have chosen to a I trlents and
in the future, you need to revise this plan. Nutrient levels for injecting w g for this is
pp y your waste. If you choose to inject the waste
waste are not the same. g waste and irrigating
Your waste management facility. Attached you will find information on
The estimated acres needed to apply the animal waste is based on typical nutrient
this type of facility. Acreage requirements should be based on the waste analysis
report from
r
amp
content fo
techniques, preparation, and transfer of waste samples to the lab for an s. T
utilization plan, if carried out, meets the requirements for co proper sampling
2H.0217 adopted by the Environmental Management Com mpliance with 75A NCAC
anlysis. This waste
mission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5600 pigs X .4 tons waste/pigs/year = 2240 tons
v AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5600 pigs X .48 Ibs PAN/pigs/year = 2688 PAN/year
Applying the above amount Of waste is a big job. You should plan time and have a ro ri
equipment to apply the waste in a timely manner. pp pate
The following acreage will be needed for waste application based on the crop to be row
soil type and suface application. grown,
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS-
__ DETERMINING PHASE
3165 _ 1 __A- UTR_YVILLE ALL
3165 1 AUTRYVILLE ALL -
Indicates th
CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
CODE N/ACRE N/ACRE
-- _ USED TIME
BH 5_52 270.48 - 0 5.9' 1595.83' M_A_R-S_EP
SG 1 50 0 5.9' 295 SEP-MAY
TOTALS: 1890.83
Olt 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
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD T
SOIL TYPE BCLASS-
SOIL DETERMINING PHASE CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
3165 -- - CODE N/ACRE N/ACRE
2 AUTRYVILLE ALL USED TIME
3165 -- BH 5.52 270.48
0 11.16i 3018.
556 MAR-SEP
0. _-- _`_- _-- -- 0 11.16 558 SEP-MAY
Indicates that this field is being overseeded (i.e. interplanted or win TOTALS: 3576.66
summer annuals. ) ter annuals follow
* 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
BH
_ HYBRID BERMUDAGRASS-HAY
SMALL GRAIN OVERSEEDED -
UNITS LBS N/UNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND
2
ACRES
LBS AW
TABLE 1-
TABLE 5'9
11.161
N USED
1,891
3,577
TOTALS: 17.06
- _ 5,467
AMOUNT OF N PRODUCED.
2,688
*** BALANCE
-2,779
*** 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 excl
required buffers, filter strips along ditches, odd areas unable to be igated, and perimet dring
areas not receiving full applicatirri
Ion 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 a y
approximately 425.6 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 wells special
equipment, may be needed when you remove this sludge, p
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF We csc
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
crop. the
Your facility is designed for 180 days of temporary storage and the temporarystorage
be removed on the average of once every 5.92 months. In no instance should the volume
waste being stored in your structure be within 1.58 feet of the top of the dike, g must
If surface irrigation is the method of land application for this plan, it is the res of
producer and irrigation designer to ensure that an irrigation system is installed to ro erl
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommendedponsiblity of the
amounts of Nitrogen shown in the tables may make this plan invalid, p p y
rates and
The following table is provided as a guide for establishing application rates and amo
TRACT unts.
FIELD _ SOIL TYPE APPLICATION APPLICATION
3165 -2 AUTRYVILLE ALL CROP RATE (in/hr) AMT (inches)
3165 , SG
JAUTRYVILLE ALL 0.60
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations t
amount shown cannot be applied because the nitrogen limitation. The maximllumion
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
Acreages based on an irrigation design completed by Kevin Weston dated 11/20/2018.
Page 5 of 9

PLANS & SPECIFICATIONS
I. 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
conducive to odor or flies and to provide uniformity of application.
from the site during application. No ponding should occur in order to control conditions
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following;
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irrioation ditch or canal. Animal waste
Page 6of9

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

NAME OF FARM: Longpath Farm 82-218
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 WNER:f° Butler Fauns, Inc
SIGNAT
URE: � � � DATE: —;7
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:
Page of 9

USDA Ud Aes
Department of
Agriculture Sampson Countv. North Carnlinm
l
Farm 20264
Tract 3165
2019 Program Year
CLU Acres HEL Crop
25.8 UHEL
Page Cropland Total: 25.8 acres
Map Created October 30, 2018
3ase Image Layer flown in 2016
:ommon Land Unit
Cropland
Tract Boundary
Wetland Determination Identifiers
Ci Restricted Use
0 Limited Restrictions
® Exempt from Conservation
Compliance Provisions
••=,b-ju iaenuners do not represent the size, shape, or speck determination of the area. Refer to Agency
assume determination (CPAr actual
and attached maps) for exact incurred
s and result
of any
uours oeconce R is data out The producer
• ervice gency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSq Programs.

0
!a
0
BK:01705 PG;0459
Copp
STATE OF NOIITii CAROLiNA
COUNTY OF SAMPSON
FILED
SAMPSON COUNTY
PAULETTE W. KING
REGISTER OF DEEDS
FILED Apr25, 2008
AT 11:04:23 am
BOOK 01705
START PAGE 0459
END PAGE 0462
INSTRUMENT # 02867
EFFLVENT SPRAYEASEMBVr
THIS INDENTURE, mad, and entered into this 22a° day of April, 2009, by and between JOSEPII E.
BUTLER and Wife, NANCY L. BUTLER, of Sampson County, North Carolina; KATHERINE B.
BARKINand Husband, DANIEL H. BARKIN; and, BENJAMIN V. BUTLER and Wife, ALICE M.
BUTLER, all of Wake County, North Carolina (hereinafter referred to in the neuter singular as "the
Grantor"); and RYAN MATTHEW BUTLER, a single man, of 1218 Belvoir School Road, Clinton,
Sampson County, North Carolina 28328 (hereinafter referred to in the neuter singular as the "Granteel;
WITNEccETH-
THAT WHEREAS, said Grantor is the ownerof a certain tract or parcel of land lying and being in
BELVOIR TOWNSlIP, Sampson County, North Carolina, denoted as SECOND TRACT in that deed
appearing in Deed Book 1054 at Page 570, Sampson County Registry (herein the "Servient Traefj;
WHEREAS, said Grantee is the owner of that certain tract or parcel of land lying and being in
BF,LVOIR TOWNSHIP, Sampson County, North Carolina, adjoining the lands (now or formerly) ofthe J.
C, flutter Heirs, 1311ly C. Draughou, and Peggy S. Boone, and being mote particularly described by metes and
bounds as follows (horein the "Dominant Tract"):
in
Bridge Road) d SR1323 (Bearskin tRoad) andiru n ng South 53 06' 35" Best 547,55 feet; Southl 19Five
36'
40" West9f 0.15 feet; South 20° 39' 07" West 394,51 feet; South 20' 39' 07" West 745,42 feet; and. South
15° 45' 17" West 389.56 feet to a set rebar that is further located North l 5' 43' 17" Bast 529.09 feet from en
existing fat Iron that is the Southwostemmost corner of the "JeffD. Crumpler Trace, (see Deed Book 402 at
Page 579), said set rebar being the POfNT OF BEGINNING, and running from said beginning point, so
located, and with the Southern line of the "Luis J. Buller Tract" now owned by Katherina B. Harkin, Joseph
E. Butler, and Benjamin V. Butler (Deed Book 1593 at Page 683). North 920 53' 13" East 579.47 feet
(Passing a set rebar at 3156 feet) to a set rebar, a new corner with Katherine B. Harkin and Benjamin V.
Butler in the Southern line of tho "Lula 1. ButlerTrsce'; thence a new line with said Harkin and Butler, South
04' 53' 13" West 633.10 feet to a set rebar, s now comer with ssid Harkin and Butler in the old Southern tine
ofihe "JefPD. Cmmpler Tract" of which this tract is a portion; thence the old line, North 85' 06' 41" West
633.73 on is
fete d South 78' 08et to an ' 42' East ng flat 1,555.24 feet tfromflanrexisting PK nher ail ited South 10* n theapparent2centarriinstintersection
of SR 1323 (Bearskin Road) and Sit 1306 (The Avenue)); thence from said existing flat iron, with the
Western title of Peggy S. Boone (Deed Book 975 at Page 812), South 17° 50' 40" West 405.22 feet to a set
rebar in the Boone line, a new comer {said set rebar is further located North 17° 50' 40" East 356.94 feet
from an existing Iron pin in the centerline of SR 1306 (The Avenue) over a 30" culvert through which flows
the watem of the North Prong ofluniper Branch, said existing iron pin being designated as 421 on that
certain survey map for Mildred Draughon, prepared by Owen Surveying, dated July], 1986, and appearing
ttssIng the Drreughon Property as recor
in Deed Book 1041 at Pago 307); thence a new line crWelled in Deed
Book 1140 at Page 739, North 77° 50' 29"West 260.68 feet to a set rebar, a new comer; thence another new
line, South 32' 25' 28" West 87.80 feet to a set rebar, another new comer; thence another new line, North 1
76' 19' 25" West 156.45 feet to a set rebar, another new corner; thence North 09' 34' 42" East453.13 feet 10
a set rebar, another new comer; thence another new line crossing the Northern line ofthe Draughon Property

SK:01705 PG:0450
recorded in Deed Book 1140 at Page 739 and running across the Draughon land as recorded in Deed Book
1336 at Page 315, South 84124, 35" East 513.29 feet to the POINT OF BEGINNING, containing 12.43
acres, more or less, and being a composite description of the Western
Cnrmpfer Trace* (see 7.b6 acres of the -,Jeff D.
{see Deed Book 402 at Page 578) and 4.77 acres ofthe Draughon Property (see Deed Book
1140 at Page 739and Deed Book 1336 at Paga 315), all according to plat ofsurvey entitled "Survey for Ryan
Matthew Butler", prepared deJohn
a
survey plat being and
F. Downing, PLS, under date of April 18, 2008. reference to which
hereby mode and description. by reference incorporated herein for greater certainty of location and
WIl RF.AS, Grantee desires to be permitted to scatter and otherwise disseminate swine sewage,
manure and effluent over and upon an effluent spray held located on the Servient Tract owned by the
Grantor, said swine sewage, manure and effluent beingderived from the swine production operation upon the
Dominant Tract owned by the Grantee.
NOW, THEREFORE, said Grantor for and in consideration of the sum of TEN DOLLARS
($10.00) and other good and valuable considerations, the receipt and suRiciencyof which is hereby expressly
acknowledged by the Grantor, said Grantor does hereby give, grant and convey unto said Grantee, its heirs
and assigns, a perpetual right and easement to scatter and otherwise disseminate swine sewage, manure and
0
effluent in an agriculturally sound manner, together with a right and easement of ingress, egress and regress
chi over and upon said Servient Tract for the purposes of scattering and otherwise disseminating such swine
sewage, manure and anluent, saW etlluentspray field being more particularly described by metes and bounds
ti
as follows;
COMMENCING atan existing iron pin atapparenteenterline intersection ofSR 1311 (Five Bridge
Road) and SR 1323 (Bearskin Road) and running South 530 06' 35" East 547.55 feet; South 19° 36'40
West 910.15 feet; South 20139' 07" West 394.51 feet; South 200 39, 07" West 748,42 feet; South 15' 45
4 17" West 389 56 feet; and, North 82" 33, 13" East 578.47 feet to a set rebar, a new comer with the Ryan
i Matthew Butler 7.66 acres tract in the Southern line of the "Lula L Butler Tract" now owned by Katherine a
a Barkin, Joseph E. Butler, and Benjamin V. Butler (Deed Book 1593 at Page 683), said set rebar being the
POINT OF BEGINNING, and running hem said beginning point, so located; a new line with Ryan
Matthew Butler, South 04° 53' 13" West 633.10 feel to a set rebar in the old Southern line of this the "Je1FD.
CrumplerTract" of which this tract is a portion; thence the old lino, South 85° fit ern fi d fthis he feet to a
sel rebar (passing an existing iron pipe at 765.90 feet), which set rebru is further located Notch .2 fee to a
West 485.39 feet from an existing buggy axle; thence with ich NJD LLC line
North 39° 06' 47" West 716.00 feet to a set rebar, thence continuing with lines of (Deed Book
LLC, North 5V 06,E
47" West 503.00 feet to a set rebar in the Southern line of the "Lula 1. Butler Truer', then
e with Southern line nfsald Tract, South 79° 43' 13" West 118.00 feet to a set rebar in said line; thanceco timing
with fire Southern line of said Tract, South 76° 38' 13" West 141.00 feet to a set relief In said line; thence
continuing with the Southern line of said Tract. South 82° 53' 13" West 131.98 feet to the POINT OF
BEGINNING, containing 15.33 acres, inore or less, according to plat of survey entitled "Survey for Ryan
Matthew Butler", prepared by John F. Downing, PLS, under date of April 18, 2008, reference to w ich
survey plat being hereby'made and by reference incorporated herein for greater certainty of location and
description of said easement area.
The Grantee covenants and -agrees to disseminate and spray said effluent in a reasonable and prudent
manner, and in compflance with all applicable federal, state and local regulations, and tosave and hold the
Grantor hamtless from any and all claims arising out of said operations brought or maintained by any third
parties.
TO HAVE AND TO HOLD said perpetual rights find easements to the said Grantee and its successor$ in
title, said perpenml rights and easements shall be apputlenant to and run with the. Dominant Tract by
whomsoever owned.

SK:01705 PC:04bi
IN TESTIMONY WHEREOF. said Grantor has hereunto set its hand
and
seal and does hereby Adopt the
Printed word "SEAL" as its otlicial seal.
GRANTOR:
a
s �
J
:►;��.
ase E, oiler
(SEAL)
J
Nancy L Butler
(SEAL)
: ► { ` t?
L a10
' •1 �,'IrI C'.
ra
ethertoe B. BarWn
(SEAL)
J i •', , sold K. Barklrr �
B` ��`�--
e jaml Buller
(SEAL)
`01
• .' i . , t
• • But r
Alica M.
— — _ (SEAL)
"
'STATE OF NORTH
COUNTY OF SA PSONOLIiVA
1, (iiro,.Fj6 z _
�— — ,aNotary Public ofthe
county and sista aforesaid, cadfy tha Joseph E. Butkr and Nancy L. Butler personally appeared bofore
Ina this day and seknowtedged the due execution of the foregoing instrument.
WITNESS my hand and notarial seal this A0 day of,
Notrryr Ppb is
- Why
My commission expires: 424�1-?A
,2 f ,
I
I

BK:01705 PG:0482
STATE OF NORTH CAROLINA
COUNTY OF )t_
allotary Public ofthe
county and state aforesaid, certify that Katherine B. BarWn and Daniel H. Barkln personally appeared
before me this day and acknowledged the due execution of the foregoing Instrument.
WITNESS my hand and notarial seal this ,m day of ri 2008, //
B
My commission /O
,,;�o>�$Jet�'f4rtilip
expires: 1f //4
p
STATE OF NORTJJ CA OLINA
COUNTY //yy0W
. `•• ••
OF
1 _
a Notary Publicof1he
county and State aforesaid, certify that Benjamin V. Butler and Alice M. Butler personally appeared before
me this day and acknowledged the due execution of the foregoing instrument.
WITNESS my hand and notarlat seal this 21day of A 1 008.
U f�
My commission expires:-
-�
5.
...........
e ..

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
aBurial 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.
TiLandfill 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.
�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.
® 0 In the case of dead poultry only, placing in a disposal pit of a size and design approved b
NC Department of Agriculture & Consumer Services (G.S. 106-549.70). y the
DD Any method which, in the professional opinioniof the State Veterinarian, wouldmake 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).
DMass 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 immine eat of a disease emergency, the State Veterinarian may enact
additional temp procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Date
Signature of Technical Specialist
Date

SAMPSON COUNTY
DIVISION OF WATER QUALITYE!(DWOENCY ACTION PLAN
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL & WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTENSION SERVICE (CES)
4133 33o
910-48-
910-592-5996
910-592-7963
910-592-7963
910-592-7161
This plan will be implemented -in the event that wastes from your
Operation are leaking, overflowing, or running off the 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 problems are
listed below;
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
S. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle (flushing system) pump.
b. S'_ ir
rigation r'rigation pump.
c. Close valves to eliminate further- disc,arge.
e: Repair- all leaks prior to restarting Pumps.
D. Leakage from flush system; houses; solids separators -actions
include;
a. Stag recycle (flushing system) pump_
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

4.
E. Leakage from base or sidewall
as apposed to flowiR of lagoon. Often g aks-possible action: thi
les is seepage
a' Dig a small
Sump or ditch submersible to catch all s--
b, If holes Pump, and PUMP back
are 1RtD lagoon. Put %re a
animals caused try burrowin and fill holes g animals, trap
ca Have a professional "valuate compact with or remove
walls a clay type soil.
and the lagoon botto the condition of
th
e side
2. Assess the extent of the spill m as soon as Possible,
and note
a. Did the w any obvious damages
b.
c.
e.
f.
9-
h.
Contact
A aste each any surface waters? .
pproximately how
duration? much was released
Any and for what
Property such as employee injur
P Ya fish Did the spill leave kills, or
Does the s the property?
waters pill have the potential vent cause the
reach surface
Could a future rain
surface waters? event
spill
Are
to reach
Potable water wells
the property)? in danger (either
Haw much on or off of
reached surface waters?
appropriate agencies.
a, During normal business
Water oualit hours, call your DWQ
hours Y) regional office, at 910- (Division of
a emergency number:919-733_ 486-1541, after
should include: YOUR NAME 3942' Phone call
THE DETAILS OF Your
THE INCIDENT FROM
TELEPHONE NUMBER,
EXACT LOCATION OF THE FACILITROM ITEM ##?
DIRECTION OF ABOVE, THE
MOVEMENT OF T a AND THE LOCATION OR
CONDITIONS. THE CORRECTIVEHE SPILL, WEATHER AND ,
TAKEN, AND THE MEASURES THAT WIND
b, If SERIOUSNESS OF THE SITUATION. BEEN UNDER
local
leaves property or enters (EMS) Emergency Management surface waters,
910-592-8996. Service. callat
c- Instruct EMS to contact
d. Contact local SAMPSON Soil and
Health Department.
VNRCS)Ct (SWCD), Natural and Water Conservation
fNRCS) ofifice Resources Conservation Service (CES) at 910Sat-7963 and Cooperative Service
assistance. 91D-S`2-71b1 for advice/technical
If none of the above works and explain call 911 or the sheriffs the Your Problem to them and ask that
Proper agencies for Department
YOU. Person to r'Ontar}

-� Contact the contractor of YQur choice to begin repair- of the
to minimize off -site damage.
a. Contractors Name: �
b. Contractors Address:
c. Contractors Phone: 592_- 5-74)
b. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.)
a . Name:
b. Phone:
7. implement procedures as advised by DWO and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8- If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

f
Swine Farm Waste Management Odor Control Checklist
_ _Surce CkhSt
o
Cause
Farmstead Swine Production—BMPs to Minimize Odor------ -- -
• __
®'Vegetative or wooded buffers ~ --- --- S'fe Specific Practices
0Recommended best management practices
Animal body * Good judgment and om
cmon sense
surfaces D�rtY manure -covered - --
- I� animals Dry floors
door surfs ec s -- Wet manure -covered floo ~ _ _ _ 4_y • ----
rs (a- slotted floors
0" Waterers located over slotted floors 4
'Feeders at high end of solid floors
_ "Scrape manure buildup from floors
Manure collection . Underfloor ventilation for drying
Pits Urine -- --
L9'l�requcnt manure removal by flush, pit recharge,
Partial microbial -�
decomposition or scrape
Ventilation exhaust . - _ C1 Underfloor ventilation
fans Volatile bases
_ • Dust Fran maintenance - -
Indoor
surf4ces ©'Efficient air movement Dust
_
�Washdownwn b wwet een groups of animals - - - - - ---
Ci' eed additives - - - -- - --- - - - --- -- --
O Feeder covers
"Feed delivery downspout extenders to feeder
"lush tank -- covers
• Agitation of recycled la oon --
g 0 Flush tank covers
liquid while tanks are filling 'Extend fill lines to near y y -----~ -~--- - - - ~- - - - ---- -- -� — -
bottom of tanks with
anti -siphon tents

Snaree
End ofdrainpipes at Cause
lagoon ° Agitation during wastewa
conveyance
Lagoon surfaces
• Volatile gas emissions;
° Biological mixing;
• Agitation
Irrigation sprinkler
nozzles • lligl' pressure agitation;
• Wind drift
Storage tank orbasin
surface • Parual nr U decomp so ,so J
• Mixing while filling;
• Agitation when emptying
Belding basin surface °
Manure, slurry or sludge e
spreader outlets
Partial microbial decornpositior
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
Uncovered manure, ; ^-
Nola[ let has emissions while
slurry s Bludgeon field drying
surfaces
Dead animals -
Dead animal disposal - s Carcass decomposition
pigs Carcass decomposition
--- -- -
lncinerarors
° lrrcontp, ie combustion -
a3' 'C- 1lovenal�e, 1 1, 1996; Page
ter lumps to Minimize Odor
Extend discharge point of pipes unde trn seas It
lagoon liquid level
'Proper lagoon liquid capacity;
Correct lagoon startup procedures;
61' Minimum surface area -to -volume ratio;
Minimum agitation when pumping;
Mechanical aeration;
5 e Proveo biological additives
�Irrigatc on dry days will' little o no w„td;
Minimum recommended operating
W,Pump intake near lagoon liquid surfacessure;
C, Pump from second stage lagoon
yrt' �Qoltoin or midlevel loading~--- -
C1 7 ank covers;
4 Basin surface mats of solids,
GPIII-
Proven biological additivcs or oxidants
t; Extend drainpipe outlets underneath liquid
level;
Remove settled solids regularly
'Soil injection ofslurry/sludges;-�'�-
Wash residual manure from spreader after "se;
'Proven biological additivcs or Oxidants
Soil injection ofslurry/sh di geS -�-- ----�-
-So
il incorporation within 481rrs.•
-'Spread in thin uniform layers 1'or rapid drying:
Proven biological additives or oxidants
3'Proper disposition ofcarcasscs
I�r`Complele covering of carcasses in burial pits;
® Proper location/construction ofdispositl pits
C' Secondary stack burners - -
Site

t
Sou
Standing water around Cause 11:MPs to Minimize Udor
facilities
Improper drainage; Grade and landscape such drat water drains S11e Specific practices
� Microbial decomposition of away from facilities
organic [natter
Manure tracked onto Poorly maintained access roadpublic roads froth farm s Fartn access road tnaialenance
access
Additional Information :
Swine Manure Management ; 0200 RuldBMP Packel --^— -
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sireet 4 ��
Swine Production Facility
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Manure Management: Underfloor Flusb Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewaler Application Equipment ; EBAE Facl Sireet
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 s Proceeding
b
AMOC- November 11. 1996, !'ag.
Available_ From ;
CSI1, oC unty Extension Center
NCSU-BAE
NCSU -BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Cormnunicalions
Florida Cooperative Extensiop

•
-- Source
Flush (iuliers —
insect Control Checklist for Animal operations
)IINI's to Cuutrol Insects
• Accun►alatiou orsoJids Liquid systems - ---�� Site Specifi+' 1'r;IC-1 s
f ' Fluslt systent is designed and oper,te, -
sufficiently to remove accuntttlatecl solids front
'utters as designed.
_ +y' Itcrn0ve bridging ofaccwnulated solids at
1 aguuns and fits —_' -' ustecl —�_-_ discharge
• `', —Solids —- - ~ --
Maintain fa— bastns �dlld ts where —
pest breeding is apparent to rniniutize file
crusting of solids to a depthorno nose than
(',.�a sivr Vet cl;,tlVc • _—_ -- - _—__ inches over more than 3O%nfsurface.
1)ccuyinl; vegctatiol
u►, th -- — Againt:rin vcg
c taiive control along hanks f _
lagoons and other itnpowrdnteuts to oprevent
- -- accwnulation ofdecnyittg vegclativc enattcr
- - --- - - ` y - - along; water's edge on inrpnu,rdruent's perin,ctcr.
• r�eerl s�,;ti;�l;� - -- - - - - - -- - -- ^ 1)ry Systeurs �— - ---- - - ----- -- _ -..-__ _..---..__ __...._.. _.__
Design, operate and —111ijillfaill feet! Sys-:--
btems
unkers and troughs) to minimize the
.""tccuruulation nrdec;tying wastage.
up spill;,gc on a routine basis (e.g., 7 - 1O
day interval dicing sunrorer; IS-3O day interval
I ccd S,ur.,ge -- - - _ luring winter)`
• Accumulations �tf reed•residucs'` _
Italucc nu,islure accrumrh+lion w~� - ------ .
around inrmccliale perinteterorlecdstrnlld _
areas by insuring drainag4 away flair site
anrVor pravidit►g adequate ,:o,uainment
covered bin for brewer's gra
nroislin :u,+l sieuitar hit;!,
ure groin products).
I,tspecl li)r and reruove or break up aUClr,,,nlafed
solids in filter Wills around reed storal;e as
needed.
Ah,.

Acctrnurlations of
and feed wastage
wastes
n
5�,tculs Accunlnl;;liorls ofanimal wastes
n
1IMPs to Control Insects
h E"ntinate low areas that trap-
fences and other locations where wa fe long
accumulates and disturbance by ailinlais is
minimal.
Maintain fence rows and filter itrips aro!!nd
animal holding areas to mini,,
., i-
accumulations of wastes (i.e nspect for and
remove or break up accumulated solids as
Remove spillage an a routine basis e. _
day interval during(b • 7 - 1O
durin • setmnrer; 15-30 day inlcrva!
6 winter) wl1efe manure is loaded for land
application or disposal.
Provide ror adequate drainage arrnuld manure
stockpiles.
n Inspect for and remove or break !!
-�— wastes in filter strips around Stock aCgnlint:rtcd
l�ur rrrurc inlurnt;rliun CI)p17aCt the �: � - �-__---� marrur'e 1!:lnlh,! � • kpides and
1t,,161,11r, mi ' '!o�)j- oo rcrative y - b areas as needed.
!tr l) 1:AleDSIu1! SL'rVlCe pe ,• -��_
AAUt, - t4"ve"Awr 11. I991), Pate 2
n
Site Vice---
-
....
/ �utmcut n1 lintoloby, lieu 7613, Aforlla Carolina State i Jnivrrsi! - - - -
Y, l ��

OPERATION & MAINTEN,OE PLAN
Proper lagoon liquid management should be a year-roundpriority.
important to manage levels so that you do not have probles during It is especially
wet periods,g extended rainy and
Maximum storage capacity should be available in the lagoon for ri
receiving crop is dormant (such as wintertime for bermudagrass or when
extended rainy Spells such as the thunderstorm ohe when the
that at the first signs of plant growth in the later winter/ ) en there are
season in the summertime,
a farm waste management plan should be done whenever the land is d This means
receive lagoon liquid. This will make storage space early spring, irrigation according to
Periods, In the late summer/early fall the lagoon should �' enough t
g p available in the lagoon for future wet
marker (see Figure 2-1) to allow for winter storage, Every effort should
mountain the lagoon close to the minimum liquid be pumped down to the low
be made to
utilization plan will allow it,
q d level as long as the weather and waste
waiting until the lagoon has reached its maximum storage capacitybefore
irrigate does not leave room for storing excess water during extend
Overflow from the lagoon for any reason except a 25- wet ore starting to
state law and subject to P Year, 24-hour periods,
of
J Penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surroundin g areas
should be fertilized with 800 pounds per acre
equivalent. of 10-10-14, or
• Brush and trees on the embankment must be controlled, This maybe
done by mowing, spraying, grazing, chopping, or a combination of
these practices, This should be done at least once a year and
Possibly twice in years that weather conditions
heavy vegetative growth. are favorable for
NOTE: If vegetation is controlled by spraying, the herbicide must not be allow
the lagoon water. Such chemicals could harm the bacteria in the lagoon that
the waste. et to enter
are treating
Maintenance inspections of the entire lagoon should be made during the initial f '
the lagoon and at least monthly and after major rainfall and storm events. Ite filling of
checked should include, as a minimum, the following: ms to be
Waste Inlet Pipes, Recycling Pipes, acid Overflow Pipes ---look for:
I • separation of joints
2. cracks or breaks
3, accumulation of salts or minerals
4. overall condition of pipes

• Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
• Transfer Pumps ---check for proper operation of:
- 1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following,
I. adequate vegetation
2. diversion capacity
3. ridge berm height

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

• Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation,
• Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
• Maintain lagoon liquid level between the
the full temporary storage level. the storage level and
• Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
• Start irrigating at the earliest
nutrient requirements and soil pmoi sure sle o that in rtemp temporary
based on
will be maximized for the summer thunderstorm season. Similarly,
Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest
Point of the dam or embankment.
• Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

APR 0 12019
ORIGINAL
WUP
AND
LAGOOM
DESIGN

-�ce-p - so-s odp�

Y /
USDA-SClL CONSERVATION BERVICE
` 303-D EAST ROWAN STREET UNITED STATES
PHONE [phone] DEPARTMENT OF
-------------------------------------------------- AGRICULTURE
-----------
OPERATOR:
Please P/ease review the attached
Retain this p|�n for your Plan and specifications carefu//y.
recommended tnat yo use and records,it 's strongly
'
Service u, Your contractor and th r»»9/y
is to be
are /n agreement as to hoe Soil Conservation
concerned Parties
constructed. SCS personnel will meet
waste |a3«on
and markings,Parties and walk over the site t/ meet with a|/
It is important t�at '' » explain a// flags
expected so that final construction
understands what is
sPecif�cations and the job can b �ruc�/»» meets p�ans and
cost -share is invo/ved) e certified for payment (/f ACp
The pad dimensions ^
builder or contractoa»dis8rades are the best estimate The
design of the pads, contractor is
Personnel
for final layout
and
capacity, as /ts major concern
w))/ ass�st /» a limited
construction c»»struction of the waste treatment
/s the proper design
and
The actual amount of mat /a8»»n. ''
vary from the est�mates material requ/red for pads and dam
cuts and f�|/s as close a^ The design w/// attempt to balance
required after construction is
If additiopa/ material is
contractor and owner will
»» |s complete
on the lagoon, the
Of the borrow area / neSotiate »» the price and / »e
, location
it should benote� that certification of the � and '
�'"a'`sPecificat/»»s being met, Mort lagoon will depend
lengthy width, depth, slopes, t s include
elevations (toP' bottom discharge
»Ps»�/ P/aceme»t, correct
, p)pes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES
NO X
DESIGN REQUIREMENT: ----- ---
121600 cu.ft = 4504 --
cu.yds.
-----_--_
ESTIMATE OF EXCAVATION: 94197 ft cu~ =
3489 cu.yds.
--_-_-----
ESTIMATE OF PAD:
43750 cu ft = . 1620�
_ cu.yds.
_---____
---------
ESTIMATE
OF DIKE:
27486 cu ft = .
1018
ESTIMATE
OF MATERIAL
---------
^ ^
cu yds
FOR SA---------
no\ -CLAY LINER: =
ESTIMATE
OF TOPSOIL
REQUIRED: --------0
cu^yds
=
197 cu,yds.
Ratio
-
^ :1
---
Total Excavation =
3686
Job Class
0----
---
c �^yo
Designed Bv
Design Approv,
e

•
TYPICAL CROS:S'-SECTION OF
LAGOON CONSTRUCTION WITH
PART IAL- •CLAY LINER
AVERAGE GROUND
SANDY MATERIAL
NO CLAY
SANDY CLAY -CLAY
I I FOOT THICK CLAY LINER
FILL1 (MINIMUM)
L
f�
1
VARIABLE 1 EXCAVATE THIS. AREA AND ,
ti BACKFILL WITH -CLAY
I FOOT THICK
CLAY. LINER
EXCAVATE
1
FILL
AVERAGE GROUND
r
1
VARIABLE SANDY MATERIAL
� NO CLAY
I FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X I FOOT THICK X DISTANCE = CUBIC FEET = CUBIC YARDS;
27 CUBIC FEET/CUBIC YARDS.

SCS-CPA-01 S
12-85
War.
SOIL MAP
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
Owner. /3;//, Or"qL"' 2,k.,A Operator
County I �E! 'Q State
Soil survey sheet (s) or code nos. Aproximate scale A)b >cA
N
Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with d5AON2 SQ1`3 Conservation District
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W-16
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125
173
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Ill
U. S. DEPARTMLN I OF AURICUU UNE
SCS-ENG-538 SOIL CONSERVATION SERVICE
Rev. 5-70
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME A DISTRICT l "t 5a
DATE /?_-/y--- C7 COUNTY "}
S. C. S. PHOTO SIEET NO.. WORK IT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES uJa7-d dtav
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111= feet)
Locate reference point in center line of dam and identify on sketch.
j Eldv. $4,
k 1 1 i 1 O
SHOWI E_ BORING NUMBER AND PROFILE
DEPTIII Make and list dam -site and spillway borings first •then ponded area and borrow pit borings - separate with vertical red tine.
(Continued on back where necessary) Show water table elevations on dam -site borings.
SCALE j-1��[ 3 11 4 5 11 �� 12 13 14 15 16 17 18 19 21 22
t—t
5C
i�
Z,
m�
'l c,
1L
C
5L
54
7-4a
5.
5<

0
U. S. Department of Agriculture
Soil Conservation,Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner BILLY DRAUGHON
Community or Group No.
NC-ENG-34
September 1980
File Code: 210
County SAMPSON
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool
Ft.
Date of Field Hazard Investigation 12/15/92
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
APPROX. 100t TO STATE ROAD 1306.
• SC. Elev. .-st. eVation
Reach: Length: Width: Slope: Land Use ; Kind of :Improvements: of Breach
Improvements Above :Floodwater Above
Ft. Ft, Flood Plain: Flood Plain
1 Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstre
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT am
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE: LOCATED IN A RU1i
AREA'. IT WILL BE APPROX. 5001 FROM A TRIBUTARY TO BEARSKIN SWAMP.
Hazard Classification of Dam (a—, b, c) (see NEM-Part 520.21)
Dam Classification (I, Its III, IV, V)
By HANK 'GAY, DISTRICT TECH.
name title Date 1YJ15L92
Concurred By
name title Date_ 12 z1 y'z
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

r ,
Operator:BILLY DRAUGHON County: SAMPSON
Date:
12/17/92
Distance to nearest residence (other than
owner):
1Z00
feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X
1417
|bs. =
0
0 Sows (farrow to feeder) X
522
}bs. =
0
0 Head (finishing on!y) X
135
!bs. =
O
0 Sows (farrow to wean) X
433
|bs. =
0
2600 Head (wean to feeder) X
30
|bs. =
78000
TOTAL STEADY STATE LIVE
WEIGHT
(SSLW) =
78000
.
it. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 ibs. SSLW X Treatment
Volume CF/}b.
SSLW
Treatment Volume CF/>b. SSLW=
1.0 CF/|b.
SSLW
-Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 150 feet ; width 140 feet
Top of Oike at elevation 59.00 feet
Freeboard 1.3 feet Side slope,-- 3.0:1(inside)
Total design lagoon liquid level at elevation 57.70 feet
Botiom of lagoon at elevation *7.00 feet
Seasonal high water table elevation 0.00 feet
Total design volume using prismoida/ formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 142.2 132.2 10.70
AREA OF TOP
LENGTH X WIDTH
142 132
AREA OF BOTTOM
.LENGTH X WIDTH =
AREA OF MIDSECTION
LENGTH X WIDTH X 4
110 100
18799 (Area of Top)
5304 (Area of Bottom)
44084 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom3 X Depth/6
18F99 44084 5304 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 121600 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
150 140 21000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 21000 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.o0136
Volume = 78000 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 19094 Cubic feet
B. 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 /a800n water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 4 7.0 Incies X DA / 12 inches per foot
Volume = 12250 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 12250 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19094 Cubic feet
5B., 0 Cubic feet
5C. 12250 Cubic feet
5D. 12250 Cubic feet
TOTAL 43594 Cubic feet

6. SUMMARY
Total required volume = 121594 Cubic feet
Total design volume avai!.= 121600 Cubic feet
Min. reqrd. trtmnt.
vol. Plus sludge accum.=
78000
Cu. Ft.
At elev.
55.10
Ft; Vol= 78077 Cubic feet
(end pumping)
Tota; design
volume
less 25yr-24hr storm =
109350
Cu. Ft.
At elev.
57,00
Ft; Vo>= 108840 Cubic feet
(start
pumping)
Seasona, high
water
table elevation is 0.00 Feet, which
must
be lower than
the elevation
of top of treatment
vo/ume
55.10
DESIGNED BY:
APPROVED BY:
DATE:
DATE: X
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

n
` SEEDING RECOMMENDATIONS
------------------------
AREA TO BE SEEDED: 1.5 ACRES
`
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS; PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LDS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS. ___________________________________________________
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD DE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVIN8 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL 8AHIA8RASS IS ESTABLISHED.

WASTE UTILIZATION PLAN
. . ----------------------
Producers name: BILLY DRAU6HON
Date: 12/17/92
Address: BEARSKIN
County: SAMPSON
Type of Production Unit: WEAN -FEED
Type of waste facility: Anaerobic Lagoon
Your
nanimal waste management facility has been designed for a',=� �^vra8etcaPacity^ When the waste reaches the designed
a
'^,~,/t must land applied at a specified rate to prevent
Pollution�hi"`� surface and/or ground water. The Plant nutrients
in the animal waste should be used to reduce the amount f » s
commercialfertilizer required for the crops«
where the waste is to be applied.This »» the fields
Plan uses nitrogen as the }io�it|s waste utilization
analyzed before each application»3 nutrient. Waste should be
are encouraged so that all p|acycle and annual soil tests
realistic yields of the crop to be
can be balanced for
v e grown.
Several factors are important in implementing
utilization plan in order to maximize the fty«ur waste
Of the waste and to ensure that it is applied er /�|zer value
environmentally safe manner. Always apply waste
a»
needs of the crop to be grown and the nutrient content of the
wa �e based «» the
waste. D» not apply more n/tro3en than t
Soil types are important as they have different infiltration
»e crop can utilize.
rates and ieachin8 Potential.Waste sh |/
(and eroding at greater than tons Peracr»»t be applied t«
apply waste on saturated soils or on land e Per year. D» not
»whe» the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should a|
avoid drift and downwi:d odor problems To
be considered to
of nutrients for crop e
production and t^ » max�mze the value
for pollution, the waste should b » re�uce the Potential
not more than 30 days prior to planaPP��edIt» a 8r«wi»g crop or
or disking will conserve nutrient�/»S^ »jecti»8 the waste
s and reduce odor problems.
The acres needed to apply the animal waste is based on typical
'-~tr'~"^content �or this tyPe of facility. Acreage require
~^.msymary ucmore or less based on the waste analysis report
-
' .. waste management facility.
The design of your waste mana8ement facility �s based th
following- »» e
Amount of Waste Produced Per Year:
-----------------------------------
2600 animals X 0.4 tons waste/anima1/yr 1098 tons
total waste

1N
Page L:
Amount of Plant Available Nitrogen Fro juc ed Per Year:
-----------------------------------------------------
260l? anJinais %•t 0.48 ibse ii/animai%ty.r- .._ 1248 ibs0/yr
Available N
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. Your fac i i 1 ty is oes i ;gi1ed for 180 days
of storage. Therefore it will need to be pumped every F
months
Tract Field Sit i i Crop Yield Lbs a N Acres Lbs e N Month t
No. No. Type Code Per Ac Used Apply
Ava i i ab i e Nitrogen 1248.
Surplus or Deficit -.i 52
Crop (;odesu !=Cereai grain; 2=Corn"p _ =rescue;° 4=RaY'•ge gr berPfuda
5 =Contro I grazed berrnuda; _=Hayi and bermuda
Narrative ive of Operation or Rotes:
---------------------------------
Cali the So i i and Grater- Conservation District Office after you
receive wasts analysis report tip- btai n the amount per acre t
apply and the irrigation application rate prior to applying
waste
F'r- e i a r e d by: ------A ------------
TitleG
S-
iVar. _~gDat
Concurred in b•y; � � _
_---------------
/ ,z PrIducer Date
9z
(Copy to producer and copy to Case f i ie)

U.S. DEPT OF AGRICULTURE
GOIL_, r't_NSERVA••i ION SERVI,:cF=
EARTHWORK COMPUTATION SHEET
EXCAVATION
NAME: BILLY DRAUGHCN
ADDRESS; BEARSKIN
-t------i-_.___-_.+---_-_--------i-----------.+
AREA f E . AREA VOLUMN ;
}__--_.--__---__---__-____------_s- ,_------_--
1 ; 68! o l--_.---•-+------+-------------t-
_r..---- +------ + 10431 2 : 2920!
f , 961 10401 ------- +----- +----------- +
+---- +------ + 19821 6ei 134776!
1 1641 9
391 ------- +----- +-------.__._+
+----�------- i '.I 9; 261 2 t1�1'
.1
4! 190,1 0!-------------------------
------------- 0: -_ i%jo: f.} i
5: 0; t-i:-------+--_--..r._----,_-----1.
+--••--+----___- 0; of 0:
-------------------------
------------ ;_}! t_ii 0;
71 rOl 0:-------------------------
+ -- -- - -- + _. __ - -- -- -- + t i ; 0: r'}
cis 0:-------!_----- 0 -----------
-------------- 0; 0: 0!
r,_i; C},---------+-------_----•------i
10: 0 i 0:--------a------+---------•--+
-1--..—_------ —+ 0; 0; t::
11 : 0: 0:-------+-----+----•-------+
+---f-------+ 01 0; ,-}:
121 o f 01 ------- + ----- + -----------
131 01 01 -----'-'-+-----+-----------
+
141 of 01 _._. _. _.---+_--_..-+--....__...-._. _.--
+•-----+-_----_.+ o t 0: o l
+ ........... m f,_i l 0: i
cl i
1 _ , o 1 01 -------
0:
_
7 . { } ; 01 _ _ _ _. _ _. _+_.----+-'---------+
+ _.. _ - - + -- - - - - -- + (_} i 0; t } g
181 .01 0: --__.. _ .-4----- +-----------
+
! ! !
+-•----+------ + r}; rs; oil
20 ! o l Of -----"- +----- +------ -----
0.......—_+._..__...._....+._---_.---_--._..___!_— _-_----�
!
+--_--_---__---__---__-.—_--_ --i_—_----------t-
DOUBLE: VOL. /2 - 94197 C'U . F T .
VOLUME =
----------
COMPUTED BY Hank a r DATE 12/ 1 1'/92

1
NAME: B11 L08AU0�CN `�
I LINE: 3+00
i 2 3 4 5 6 7 8 9
1_---_—__•f'---.._--_..________+___-----+------_---•----_—_+-----------------t_—_—_--_L_--_____+
1---_-----
1
T---------
: 57.6: 56.5; 56.1: 47.0 47.0:. 57.8. 0.1}; 0.0: 0.0; 10.0;
1:
1300:
1:
5780:
+--------+--------+--------+--------t--------+--------+--------+--------+--------+--------+
2;
510;
2'
9040:
1 M 100! 160i 134! 561 Z'3! 0! 01 01
31
7+5201'
31
7517/1
--------------------------- -------------------------_----------+--------+--------'�'----_---�'
41
L'L }�701
41
26321
51
'32371
5!
1081!
7!
0:
71
01
8;
0;
8;
0;
9;
0;:
0!
+--------+
+--------+
:
M64:
26050;
+--------+
+--------+
+--------+
:
1043
2 LINE: 3+10
1 2 3 4 5 6 7 8 9
+--------+--------+--------+--------+--------+--------+--------+--------+--------+--------+
'1---------+
----------
1 56.8; 55.6; 55.947.01 47.056.8: 0.0; 0.0! 0.0; 0.0;
1:
1501;
1;
5680;
+--------+-----------------------------------------------------
+� +� +— +— ?--__----+—_-----_•�•_ a
I1
L!
559]0�} 1
�iti3ilf
li
LI
— �y'i
V�ThI
27li 1001 160: 134! 56! 267! 0; oil 0! of
3!
1520!
3;
74911
+--------F-----------------------------------+---_—__----------+_----------_-----+------__+
41
VL 41
4!
26K 1
5:
3181;
5;
1269;
6;
0;
6;
01
;
0:
7:
w:
{7
: f
V!
81
0!
0;
9:
fJ;
+--------r
1--------+
C4090:
1
259631
,--------+
+---------
+--------+
93 i � i
3 LINE: +--------+

bEP-1- OF AG i1'C.-UL««1....JRE
SOIL, CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENI-
NAt`*•1E.. BILLY DRA!_E4,6` ON -
ADDRESS: EEI.EA1�:�a1< 0.1 TOP TOTAL WIDTH:
+-'--_.--I- ...... .ti-------
1 r+.... ! I'�' ham' r !
_ D
� P't . ; J:. �ltii OF i IJ .;. S ., i D1_iUi1L_ 1
i 1 AREA i C. AREA 1 V1_IL«UM1''•} i
---------------------------------------
if
381 if Jf". !
21 if 381 . _. _._. -_ ._...
3----- +------ + 1011 1091 e
091
31 1 1 {-? 1 . 631 - `• -• - - - -• "I" ..... _f. ...........
+---- ..I.------ J.. 1201
1001
'2101 1
+---- +------ -I•• 1391 701 .,,';'30 •
51 2801 821 -.___-_ -+-_ --
---- +------ + 1261 01 100801
61 3601 441------- +..... +...........
1
1 5 1 1 1 1 i::• i
9: 50.L i 0: --------------------------
Of —501 1 t)!
+---- +------ + of
!)1 r`i1
ill of 01 ---_. _-_-I------`I-__... _.__.__-..
+ --------
12 1 of 01 _------+-•---_.
..E_ _ - _. _ 1 .- _ _ _. _ - ..i_ of of 01.
141 of 01 ------- ---_-_._.._««_._+
151 o1 01------- + ----- '_---___---_-
Q
161 01 01------- _t-__.--_.a-...-_.-_-__ --a
of
1 IJ 1 01 o 1 _ _. _.-_ _. _.+..-_ _ _ _.I__.-_----_..--4
181 01 01 _ ------+"--•-"-•-+---•-•--•-"----I-
`} 1
1 9, ' of Of _. _ _ -« _ - -'I- - - - _ _ ..I.. - - - _ _ «- -- - _ _ J.
of ? 11
«
201 o1 01------- 4------+--..__._._____+
.. -.-.-.....+.- -. - _..-......I----« ----.-• ---.. ..-+....._-....._......_. _...._
i O A L_
1 ._. F
.}_ ----- _. -- _ _ ---_ --------------------------------
E OF E-,Afd1•�:MENT Y `_----_
VOLUME 925
PLUS 1 f ?% SETTLEMENT _ 9-3
TOTAL - 101,E
COMPUTED BY HANL,'..' GAY MATE
--------------------
12 F E E -i-
6u1
QU. ET„
C.0 - YDS.
C ,Y, x
1`i 17f92:

U.S. DEPT OF AGRICULTURE
80I L_ C:t NSEE;VATION SERVICE
EA1='i7;-i1};ORK COMPUTATION SHEET
PAD
NAME: BILLY DRAtlC;HO
ADDRESSt BEARSKIN
+--------------•----•--w--•---•+----------a-
!STA.: END QUM OF CIS.! DOUBLE
; AREA 1 E 4 AREA ; VOL;.7MN
+ __._-#_-____.:........ +_---_+...........
�
11 151 01-------+—_ —_ .:...._.--.. --.... ---
2: -.S_) i 3021 -----------....--...._-------.-
+----+-------•f- 989i 0! .7912W
1 1001 6871-----•---+---__..------------t-
-------------------------
------------- 6871 10. 6870'
4; 110: 0! -------------------------
------------- 0! --110:
; 01 C);-.---.........»----•-._-I----------'_-�-
+-----+--------+ ri 1 o 1 0
6; of 01 ------- +----- +-------- _-+
7; ;); 0!-------+----•------------•-+
.f-----•f----------+ 3: y 0:
: 0: f_) `----------------------+
.a_-....---i----------1- ) ; o i '_);
/; {.); 0;--------F------P--.-..---...._ ----5-
-i_----_f--_-----+ o i 0! 0!
1ti; i); 0;--------!------+---_-------+
+-_---w---_--a- c); 0! r);
11 Ci l 01 --------+------+------ ---+
_a------t_-----_-r 0! 0! 0:
+---- +------ + o; 01 ;
131 01 Of ------- +---- w__- - ---- i
+---- +------ + 0; ti!
151 0! .:------- +----- +-••------------�-
161 C); 01 ------- +----- 0------------t-
+-----+----••---+ i)1 0! Z];
171 t); 01 ---•-•--- .----- +_---.,_ --- - -l-
1 8 1 t); 01----------r --_. _.._+--.---_.-_...__..-
+------+------+ o l c_); c_);
191 0; 0!------- +-----+-•-------__.+
0-_----+---._---+ of oll 0:
201 o l 0.1------- +----- +-__-.-.-.. _..--.. _..-�_
+---__.f__---.--+_-_-_-_--_-._._.,k.._--_------+
; T O CAL ; 875001
+------------------------- M----------- 4-
DOUBLE VOL i Z = 43 750 C.U. FT.
VOLL. ME. = 1620 CCU. YDS.
Ci_!iYii-'U ED B HANK CLAY DATE 12 16/92

i
NAME: BILLY DRAUGHON
1 LINE: A+20
1 21. 4 5 6 9t 8
+--------+--------+--------+--------+--------+--------+--------+--------+--------+--------+
---------+
+--------+
' 58.9; 60.51 6G.G1 58.51 59.11 59.3� 58.91 G.G1 G.G1 G.01
11
1821
1;
5891
---------+--------+--------+------t--+--------+--------+-------r-y+--------+--------+--------+
Lt
600:
[i
15730!
1 31 101 260; 265! 2W i0o: •}�- GI Gt G!
ti�1
152101
37
:59001
41
156621
41
117001
51
118601
51
59101
61
58901
61
1781
71
01
71
G1
81
G1
8
01
'
`.+'I
Gi
91
G
+--------+
+--------+
1
494031
1
500071
+--------+
+--------+
---------+
'
3G21
2 LINE: B
---------+
1 3 4 5 6 7 8 9
+--------+--------+--------+--------+--------+--------+--------+--------+--------+--------+
+--------+
+--------+
1 5u.31 60.51 60.G: 56.71 57.31 57.31 58.31 0.0I 0.01 0.01
i1
12i1
11
5831
+--------+-----------------+--------+--------+--------+--------+--------+--------+--------+
tiGGt
2!
15730Y
i ii 1101 260> 2701 2001 1GG1 21 01 01 01
31
147421
31
162GG1
+--------+--------+-----------------+--------.i.--------+--------+--------+--------+--------+
4i
154711
4i
113401
51
11560;
5:
5730'.
61
58301
61
1161
71
01
71
01
Lt
Gi!
GI
91
0!
l!
Ot
+--------+
---------+
483241
1
496991
+---------
+--------+
+--------+
Y
yy
VV'!
3 LINE:
+--------+

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: ;�� _T�RA�i �ak.,.1 _ Date:
County: p 5 e _
Address: k w
•v
wM•/
/5o . 0
LENGTH
` 81 OE SLOPES ° TO 1 /
590 AVE. lOP ELEV.aq
/ /4V ~
�-----MOO SECTION F.�%
/ f
AVE. BOTTOM ELEV. /
cos 47,o /
ENG114
7 B. b
(See back for volume calculations)
Use of facility: AN;v,nl IJA49 La �,-4
Capacity: Y09, a Gallons m l J Gbo Ft3
Soil Type: A G
Bench Mark Description N4; ; a ,4 S ,a�� rya IAPL
-Fo- r+ o a --
-ro. 01, Ass..w• c E,&tj.
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev. *7.0
Elev. Tr. o
(+)
Ft.
Elev.
(+) .7
Ft.
Elev.
(+)
Ft.
(+) 1.3
Ft.
Elev. o

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building
Top Width _1Z'1-11
�1
Pit 1: SS 30 : f
i TREATMENT
LAGOON
it Depth = l o
" Pipe (Needs to be adequately
supported)
Bottom $levation -`Ofv,
47. a
Settled Top Elevation 'S 9,0
SS
Q
SS 3,0 ;
0/

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanert storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated vo!ume
based on : l) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 incnes of excess rainfall will
need to be pumped each 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 eievation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from bui}din8(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment dep h
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
I. It is strongly recommended tha 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 pre -
charging is completed, 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 B) before land application.

~
3. Begin pump -out of the lagoon when fluid level reaches e(eva-
ti/n 57.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 55.10 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 31344 cubic feet or 234456 gallons. As stated
before, this volume will vary considerably from year to year.
1. The recommended maximum amount to apply per irrigation is one
11> inch and the recommended maximum application rate is 0.4
incnes per hour.
5. Keep vegetation on embankment and area! adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed tc
maintain a vigorous stand.
6. Repair any erooed 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
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
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------ ----------------------------------------------------
CLEARIN8:
---------
All trees and brush shai/ be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas A!| stumns and roots exceeding
S
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoi|inS quantity is in excess of
amounts specified cn page one (1).
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated [ and earthfi|areas shall be performed
to the neat lines ano grades as planned. Deviations from this will
require prior approval of the SCS. Earthf}|} shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheePs-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitab!e material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfi /1ed and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construct/on according to seeding specifications sheet.

°
`
U.S. Department
of Agriculture
Sol! Conseryatiom
Service
Page - 1
__________________________________________________________________________
9/17/93
MILDRED A DRAUGHON
NONTECHNICAL SOILS DESCRIPTION REPORT
FOR DESCRIPTION CATEGORY -
ALL
Field
Number(s) - All fie}ds
----------------------------
Map
_---------------------------------------------
Symbol
Description
WaB
WA8RAM LOAMY SAND, 0 TO 6 PERCENT
SLOPES
drained soils on uplands. They formed
These are we}i
in sandy
and
loamy marine sediments. They have
thick sandy surface
and subsurface layers 20 to 40 inches
thick. The
subsoil is loamy. Permeability is
rapid in the surface
and subsurface layers and moderate
in the subsoil.
Available water capacity is low to
moderate.
Shrink -swell potential is low. The
seasonal high water
table is be/ow 6 feet.

COMPUTATION SHEET
SCS-ENG-523 Rev. B-69
BY
SUBJECT
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
joa, NO.
SHEET OF
I D -m M9
! V
l

COMPUTATION SHEET
SCS—ENG-523 Rev. "g
STATE PROJECT
BY DATE CHECKED BY DATE
SUBJECT
144, 7
,�-3
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
z;-5
JOB NO.
I _
SHEET OF

NORTH»CAROLINA SUPPLEMENT - N-359-1
U-S, DEPARTMENT OF AGRICULTURE
Soil Conservation Service
Technical Guide
Section IV
Rev. April 1991
�"— .L.. Yi= alp • ■ � r ,!. e � ' �' - n� c
Design survey. Desi n and Plans
A. Engineering plans shall be prepared for each component of
an animal waste management system. The design survey must
be in sufficient detail to allow an accurate determination
of waste inlet and outlet locations, and volume
requirements. This may be accomplished by obtaining a
centerline profile of the embankment location, along with
some key elevations in and around the lagoon area when the
embankment type lagoon is used, or sufficient cross -
sections of the area involved to prepare a topographic
map,- Grid surveys of the area may -be -needed at times.
Designs will include calculations showing how required
volume is determined.
B. Record distance to nearest area for public use or
residence of anyone other than owner or'his tenant.
C. Record hazard classification for all embankment lagoons.
D. A detailed soils investigation shall be made on all sites
with special attention to the water table and seepage
potential.
E. A detailed operation and maintenance plan shall be a part
of every plan and design.
F. Source of water for initial filling of lagoon should be
indicated.
G. Check height of embankment and volume of effluent to
determine if a dam safety permit from the Department of
Environment, Health and Natural Resources is required.
Construction Layout
Set enough well marked stakes to guide the contractor in
constructing the lagoon according to plans,
Construction Check
As a minimum, the following data will be recorded:
A. Embankment Type
1. Record profile and cross-section of foundation cutoff
trench.

N-3`d9-2 Rev. Apr l .1991
7
i
2. Record a profile along centerline of embankment to
determine if top elevation is adequate.
3. Record at least one cross-section of the embankment
to determine construction top width and side slopes.
4. Record the elevation and bottom width of the
emergency spillway if applicable.
;S. Excavated and embankment types
1. Take enough measurements to determine that depth,
slope, and storage requirements have been met.
C. For ramps and/or waste inlet pipes, and overflow pipes,
record the following:
1. Location.
2. Dimensions and kind -of material used in structures.
3. Elevation of invert of discharge to the lagoon.
4. Elevation of overflow pipe.
D. Statement of the adequacy of control of outside runoff
into the lagoon.
E. Statement of the adequacy of vegetative erosion control
measures.
F. Statement to the effect that practice meets plans and
specifications.
G. Date and signature of person making construction check.
Recording Data
Field notes will be recorded in a standard engineering field
book.

OH-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
Sampson County, North Carolina
Designer : hg Checker
Date : 03/16/94 Date
TEMPLATE DATA:
Beginning Elevation = 47
Beginning Station = +82
+82 to 1+77 c\3cll88/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station +82
ORIGINAL DATA:
0.0 / 58.2 100.0 / 56.5 200.0 / 56.0 300.0 / 57.0
SECTION NUMBER 2
Centerline Station 1+77
ORIGINAL DATA:
0.0 / 56.7 100.0 / 55.4 200.0 / 56.2 300.0 / 57.0

OH-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Sampson County, North Carolina
Designer : hg
Date : 03/16/94
Checker
Date
*******************************************************************************
** EXCAVATION **
** FILL **
Bot
Left
Right
Off-CL
CL Dist
Area Volume
Area Volume
Width
SS
SS
(ft)
Sta (ft)
(SgFt) (Cu.Yds)
(SgFt) (Cu.Yds)
188
3:1
3:1
82.0
0+82
2050.7
0.0
188
3:1
3:1
82.0
95
1+77
7055.3
1959.7 1
0,0
0.0

WASTE UTILIZATION PLAN
FOR
MILDRED DRAUGHON
ROUTE 6 BOX 287
CLINTON NC 28328
September 20, 1993
Your animal waste utilization plan has been specifically
developed for your 2600 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
__,2600 WEAN TO FEEDER 765 �-1989
---------------------------------------------------------------------- --
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
SOIL
ACRES
CROP
3190
----------------------------------------------------------------------------
2
WaB
27.43 HYBRID BERMUDAGRASS HAY
ICROPCODE
BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY WaB 6 TONS 300' 0 140 - 160
-------------------------------------------------- --------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPLTYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
3.190 2 BH IRRIGATE SWINE 300 1 APRIL TO OCT
-----------------------------------------------------------------------------

The acres, crops, and application method shown in the preceding tables will
accommodate approximately 17143. animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by:
Title
Concurred in by: Date
Producer

SITE INVESTIGATION FOR
PROPOSED SWINE OPERATION
NOTE: A COMMITMENT TO MOVE k-,'EAD WITH A DESIGN MUST BE,MADE
WITHIN 60 DAYS OR THIS INVESTIGATION BECOMES INVALID.
1. NAME OF APPLICANT;11 L��----------
`r---- ---
---------------
2. ADDRESS AND PHONE NO_-- 'Z
-----------------------------------------------------------------
3. LOCATION
--------------------------------
4. ARE CULTURAL RESOURCES EVIDENT? YES------ NO .-
5. CONTRACT COMPANY (IF APPLICABLE) /
r9'-Rstls
------------
6 . TYPE OPERATION (FINISHING, SOW, ETC) Z C o�
7. NUMBER UNITS PLANNED 2(apcD -
8. TOTAL AMOUNT OF LAND ON TRACT Z z/-
----------
9. TRACT NUMBER (IF KNOWN>
10. DISTANCE TO NEAREST RESIDENCE-------------- /90 _
1 1 . SOIL TYPE (S) J fAA-
12. BASED UPON THE PRELIMINARY .INVESTIGATION IS THERE SUFFICIENT
CLAY FO LINING THE LAGOON IF REQUIRED?
YES------ NO---=-
13. HAS PRODUCER BEEN INFORMED OF WASTE MANAGEMENT REQUIREMENTS?
(EQUIPMENT, CROP TO BE PLANTED APPLICATION RATES, ETC>
YES------ NO
14. WILL THIS OPERATION REQUIRE LAND CLEARING? YES ------ NO-./
15. DOES PRODUCER NEED TO INITIATE AN AD 1026? YES ------ NO ✓
16. BASED UPO,N CURRENT RULES, REGULATIONS, AND INFORMATION IS THE
PROPOSP SITE SUITABLE FOR THE TYPE AND SIZE OPERATION REQUESTED?
YES------ NO
IT SHOULD BE NOTED THAT THIS IS A PRELIMINARY SITE INVESTIGATION.
DESIGN APPROVAL AT ALL REQUIRED LEVELS ARE NECESSARY BEFORE A
WASTE MANAGEMENT PLAN IS FINALIZED AND DELIVERED. IN ADDITION,
DISTRICT AND SCS PERSONNEL HAVE MADE THEIR BEST DETERMINATION ON
THIS DATE. THE APPLICANT IS RESPONSIBLE FOR PROVIDING ADDITIONAL
INFORMATION REGARDING BUILDING PERMITS, COMPANY POLICY, OR OTHER
PERTINENT FACTS.
SCS/ ISTRIC----------------
PRESENTATIVE
�VLql- __ANT ------- -
-------1Z
DATE ,--------------
y
p
DA---------------
DA-*-/Lvni

UNITED STATES;
DEPARTt4ri(T OF SOI L
AGR I CULTUIt E COBS ERVAT I ON
SOVICI
-----------------------------------------------------
WASTE MANAGEMENT. FACILITY SITE EVALUATION
GENERAL INFORMATION i
! NAME-��-� �- -�r4u _Q&-- ,
---- ��rta(t
i---------------------- LOCP.TION---------------- I
j---------------------- -- ------------------
--
------------- _ __ ------------- -----
------- SIZE
TELEPHONE------------ - ------------- -----!
r
------------
t
LOCIkTZON DATA
DISTANCE F M NEAREST RESIDENCE NOT OWNED BY
PRODUCER J- -FT, f
IS SITE WITHIN 100-Y� FLOOD PLAIN? i
If
yea, 8CR cam"t Provide YES----- NO-y__ ?
■saietaaoe. i
! IS SITE AT LEAST 100 FT. FROM A "HLU£ LINE"
PERENNIAL STREAM!? !
If no, site must be relocated. Y`S--- NO----
1 IS SITE WITHIN I MILE ZONING JURISDICTION
{ OF A MUNICIPALITY? _
II If yes, landowner should coasult Mit2t local soningNboard
about desreqign
approval.
perait9 must be obtained prior i
to deli n,
j Are utilities in construction area?
i If yes, see Part 503 of the National Ingi..ering Manu 1-I
and follow policy. I
(Copies of maps or other reference aaterisls
attached to site evaluation.) �Y be
Page 1

WETLANDSz - — --__— -- -------��_`_—,_�---
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND?
If Yes, producer must complete a Form ADE1026. NO-1� -
I WILL ACTION RESULT IN SWAp(P$USTING? __
IF WETLANDS ARE INVOL'✓ED, IT IS THE RESPONSIBILITY OF
J PRODUCER TO CONTACT THE US .ARMY CORP OF ENGINEERS AND THE
j THE
DIVISION OF ENVIRONMENTAL MANAGEMENT T DETEADDITIONAL PERMITS ARE REQUIRED. NO WETLANDSMINE SHOULIF
D BE
ij ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS
US ARMY CORP OF ENGINEERS AND NC DIVISION
JISION OF ENVIRONMENTAL
(A copy of AD-1026 and CPA-026 should be attached
site evaluation.) to
OTHER ENVIRONMENTAL, FACTORS~
IS ENDANGERED AND/OR THREATENED SPECIE
S CIES HABITAT j
IS A DESIGNATED NATURAL SCE. DES---- NO--'�
PLANNING AREA OR WILL PLANNEDCACTIONS*lIMPACT ON AN
CLUDED IN E `
ADJACENT NATURAL SCENIC AREA? YES----
IS AN ARCHAEGLOGICAL OR HISTORICAL SITE LOCATED INNTHEv
PLANNED AREA?
ARE THERE PRIME, UNIQUE, STATE OR L,OCALLYYIMPORTANT
O
FARMLANDS IN TIME OPERATI.GUNIT?
WILL THE ACTION RESULT INYES ____SODBUSTING? NO---' -
YES ---- y�
If yes to any of these NO-- •
for questions, refer to form NC-CPA-16
Policy sources. The form does not need to be
completed.
ODOR CONTROL
hA5 ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.. ,,,,, I •••••...PREDOMINANT WIND DIRECTION? ....
.•....POSSIBLE EXPANSION OF TREATMENT
3CU.
YES___ - i*l0----
C VOLUMEFROM 1 CU.FT. UPWARDS TO
3 cT. OF A'dIMAL? ✓
••...PRECHARGING LACOON WITH
FRESH
H
ESY-�-- lv----
WATER TO AT LEAST 1/2OFTHE
CAPACITY? v
. USING GOOD SOUND JUDGMENT IN YES---- NO---- I
LAND APPLICATION OF WASTE? I
YES---- NO----
e
Page 2

c
4
DOES Powucsjt
APPLY WASTE? O"" "OUQN LAM TO PRO'L1tLY LAND
IF. NO, DOES PRODUCER HAVE ACCESS TO YES----
MORE LAND?
IF LAND IS NOT OWNED.BY PRODUCER,
j CAN PRODUCER GET AGREEMENT ON LAND
!j ON WHICH TO APPLY WASTE?
(Attach WAN to Utilization Plan to nit!
I
YES---- NO---- I
evaluation.)
i
I SOIL INVZXTIGATION VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACJfXD j
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED? ' YES------ NO------
I'' CLAY
IF YES YES------ NO ------
AVAILABLE ONSITE?
T YES------ NO------
�S A CORE TRENCH REQUIRED? QUEST IONABLE--------
�Attach soil investigation nhoet to site-►rNO--
SITE APPROVED YES- NO------ CONDITIONA
COMMENTS
1
z_---------------
fi ------------------------------------
__ ______
I THIS SITE INVESTIGATION IS VALID` _ - --- -- `
CONS'^RUCTION OF LAGOON CONTINUES IN REASONABLELONG AS ETIESIGN AND
PERIOD. UNDUE DELAYS OR HESITANCY IN REASONABLE
ME
REQUIRE THAT SITE EVALUATION BE INVALIDATED. CONSTRUCTION MAY I
------
ZT
DAT
m
• t .
Page 3

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f

• FINAL CONSTRUCTI0N CHkk AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME JR.1-5, IE'. ^ _
41
SIZE-OF-OPERATION=Z��_
FARROW TO FEEDER
—
FARROW TO FINISH
CONTRACTING COMPANY 066 U)d ab FA-047-5 "
FARROW TO WEAN
FEEDER TO FINISH
"' ' - •i/
WEAN TO FEEDER •
-'
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
- -
TBM ELEVATION 0 FEET
AS DESIGNED
AS BUILT
INSIDETOP.
DIKE TOP. WIDTH`.-_ ... _ _.._-.. - % . U �.
` Q
TOP OF DYKE
BOTTOM OF LAGOON - - - 7 7.. D
7; - -
INSIDE SIDESLOPE
It OUTSIDE- -SIDESLOPE-
PIPE INVERT
5-7, 5 -
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES 2NO,
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES ✓NSNO
COMMENTS ('/$ A t �-
r
m
ti
_.V`
SIGNATURE TLE DATE

p
x

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 1A
Settled Top Elevation
ItZ-
Pipe Invert Elevation
5$•0
ss 3 1
Pit
" Pipe (Needs to he adequately
supported)
i
SS 3 SS 3 :L
i TREATMENT
LAGOON
i
�i Depth = !d
Bottom $levation Ygo
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

f r
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME : �4iQ_Ora_Date : %9
county: SG1►n Soli
Address: s ears in
/q0°
Era n+
$1 of SLOPE 3ro t /
/
` AVE. 'MP ELEV.
OR
w�l
f
49E%8oTTor ELEV.-SM /
�EEaTM '' 1
(3fs beck for volume calculations)
Use of facility: -,9�Farxai
Capacity:_
Soil Type:
Bench bark
Deser
Td rn �!-ssu�E O E'�f v sa. ao
Bottom
Normal Liquid Level
Storage for normal Precip.
Naxium Liquid Level
ZS yr. Storm Storage
Crest RA
Max.Flov Depth
Freeboard
Top of Dam
onA 7ssooa
Elev., S�7•o
81ev.
(+) �Ft.
al�n►.
El eo .
M Ft.
(+) Ft.
Elev. d •a

4
WASTE MANAGEMENT SYSTEM
FOR
BILLY DRAUGHON
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
An', a 12019
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

160
"VI
173
464
U,
12111f,
73
I* Pbum
Ch
V—j
-, k

SCS• ENG-Sli U. S. DEPART MEN I O: AURMUL i UME
Rev. 5-70 SOIL CONSERVATION SERVICE
qnu INVMTMATmN To DETERMINE SUITABILITY OF PROPOSED POND SITE
f I
• •
CROPLAND-ACRESWATERSHED AREA N9ASMKMLVM
[
.iI ITOTAL-"• •
SKETICH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE jAppro& wale 111--fee.t)
Locate ripterence point in center line of dam and ids"fity an sketch.
. 00
■ISN■■■■■■■■■■■■■■■■■�■
■
■
■
■■MINE■■■■
■■■■■■■n■■■■■■■■■■■■■
■■■■■■■■■■■
■■■
■■■■■■■■
■■■■■■■■■■■■■
MIE
n
MINE
■■■■■
-
-
■
�■■■■■■
■■a
■■■■■
SISOM
■■■
■
■■■■MINIM■■■■■,
EASE
■■■■■■■■■■■■■MEN
■■■■■
■
■■■■■
■■■
■0■
E■■■■■■■■■
■■■■■■■
■■■
■■
■■MIME■■■■■
■■■■■■■■
■■■■■■■EMI■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
IM■■IM■■■■■■■
■MINIM■
n
■■■■■■■■
■■
■■■
■■■
MMEMSMM
MEN
•
:. IPROFILE
Nk and 1;st dam -site and spillway borings first. them ponded area and barrow pit borings-s@paratir with verftal red line.
SC
©
CIO91mSml©1
13
14 1m1mImIQ7!
Ip
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t or cults
NC-M-34
me
WAAM CLA1911 CATI VrA —UT F0 M
Landowner — y Sa canb.Y.t
Community or tp No. Conservation Plan N6.
Estimated Depth of Water to Top of Dam. Ft. Length of Flooftol Ft.
Date of Field Hazard Investigait
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failbre.
.: Est. Elev. Is . Elevation
• Kind of :Improvements: of Bch
Reach: Length: Width: Slope: Land Use Improvements . Above :Floater Above
: Flood Plain: Floot Plain
Ft. Ft. t. Ft.
• Yo an
1 .goo
2
t
3 ,
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach a SUDDEN Ear'URE U SLRtJLiUBE WILL NOT ENDANrrR
LIFE OR DAMAGE PUBLIC TRANSPORTAION. t30p ' -rp 'j,.,'�, +o 8'e0y.516n SUAmp
000 ' 4-o SR 1319,
Hazard Classification of Dam kp b, c) (see NEM-Part 520.21)
Dam Classification 0 0 III, IV, V)
By�name
tie
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date Ra
Date

Operator:BILLY DRAUGHON County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other :
x 1417 lbs.
-�vtsed
Date: 6/28/94
1200 feet
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 190.0
Inside top width (feet)---------------------- 140.0
Top of dike elevation (feet)----------------- 60.0
Bottom of lagoon elevation (feet)------------ 48.0
Freeboard (feet)----------------------------- 1.3
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 182.2 132.2
AREA OF TOP
LENGTH * WIDTH =
182.2 132.2 24086.84 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
118.0 68.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
150.1 100.1
8024 (AREA OF BOTTOM)
0 lbs
0 lbs
0 lbs
0 lbs
78000 lbs
0 lbs
78000 lbs
DEPTH
10.7
60100.04 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24086.8 60100.0 8024.0 1.8
Total Designed Volume Available=164442.74 CU, FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 140.0 26600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26600.0 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 = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 15516.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15516.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
513.
0
cubic
feet
5C.
15517
cubic
feet
5D.
15517
cubic
feet

SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______>
25 year - 24 hour rainfall__________________>
Freeboard___________________________________>
Side slopes_________________________________>
Inside top length___________________________> 190.0
Inside top width____________________________> 140.0
Top of dike elevation_______________________> 60.0
Bottom of lagoon elevation__________________> 48.0
Total required volume_______________________> 128081
Actual design volume________________________>164442.74
Seasonal high watertable elevation (SHWT)===> 50.0
Stop pumping elev.__________________________> 56.1
Must be > or = to the SHWT elev.====______> 50.0
Must be > or = to min. req. treatment el.=> 54.0
Required minimum treatment volume=====______> 78000
Volume at stop pumping elevation=====_______> 107982
Start pumping elev._________________________> 58.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 148926
Volume at start pumping elevation=====______> 148040
Required volume to be pumped________________> 34565
180 days
7.0 inches
7.0 inches
1. 3 feet
3.0
. 1
feet
feet
f eet
feet
cu. ft.
cu. ft.
f eet
f eet
feet
feet
cu. ft.
cu. ft.
feet
CU.
CU.
CU.
Actual volume to be pumped__________________> 40058 cu.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: 45ow /Aea, V4 APPROVED�:O � .
DATE: I /W AK DATE: �/2�/ '?C
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ft.
ft.
ft.
ft.

WASTE UTILIZATION PLAN
FOR
BILLY DRAUGHON
ROUTE 6 BOX 287
CLINTON NC 28328
April 20, 1994
Your animal waste utilization plan has been specifically
developed for your 5200 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
----------------------=--------------------------------------------------
NUMBER OF TONS WASTE PER I TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
5200 WEAN TO FEEDER 765 �-3978
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
SOIL
ACRES
CROP
CROPCODE
3190
----------------------------------------------------------------------------
1
WaB
11
HYBRID BERMUDAGRASS HAY
BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY WaB 4.7 TONS 235 0 140 - 160
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMMNI MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
3190 1 BH IRRIGATE SWINE 235 0 APRIL TO OCT
-----------------------------------------------------------------------------

The acres, crops, and application method shown in the preceding tables will
accommodate approximately 5385.4 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: Title
Concurred in by: Date
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OH-IRM 2/15/88
Billy Draughon
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : K. York
Date : 06/27/94 Checker
Job Number 031 Date
************************************************************* ******************
LAGOON EXCAVATION, 140x190
Bot Left Right Off-CL ** EXCAVATION **
Width SS SS (ft) CL Dist ** FILL **
Area Volume
Sta (ft) (S Ft Area Volume
q ) (Cu.Yds) (SgFt) (Volume
68 3:1 3:1 96.0
0+42 868.1
68 3:1 3:1 96.0 � 1+00 58 1744.1 0.0
755.7 0.0
68 3:1 � 86 I 0.0
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0.0

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Billy Draughon
US Department of Agriculture
Soil Conservation Service
in
Sampson County, North Carblina
Designer : K. York
Date : 06/27/94 Checker
Job Number 031 Date
LAGOON EXCAVATION, 140x190
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to 1+86
SECTION NUMBER 1
Centerline Station +42
ORIGINAL DATA:
0.0 / 58.4 100.0 / 57.5
c\3cl68/3 0.00000 ft/ft
200.0 / 56.2 300.0 / 54.6
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 57.3 100.0 / 56.5 200.0 / 55.4 300.0 / 54.8
SECTION NUMBER 3
Centerline Station 1+86
ORIGINAL DATA:
0.0 / 56.8 100.0 / 56.1 200.0 / 56.0 300.0 / 56.5

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`5A REV 9•

WASTE UTILIZATION PLAN
Tuesday, November 20, 2018
Producer: Butler Farms, Inc
Farm Name
Telephone # :
Type of Operation
Longpath Farm 82-218
571 Zoar Church Rd
Salemburg,NC 28385
[phone]
Wean to Feeder Swine
Number of Animals : 5600 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.)
5600 pigs X .4 tons waste/pigs/year = 2240 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6600 pigs X .48 Ibs PAN/pigs/year = 2688 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
NIACRE N/ACRE
USED TIME
3165 1 AUTRYVILLE ALL
BH
5.52 270.48 0 5.91
1595.83' MAR-SEP
3165 - 1 AUTRYVILLE ALL
SG
1 50 0 5.9.
295 SEP-MAY
TOTALS:
1890.83
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS-
CROP
YIELD LBS AW COMM ACRES
LBS AW APPLIC.
DETERMINING PHASE
CODE
N/ACRE N/ACRE
USED TIME
3165 2 AUTRYVILLE ALL
BH
5.52 270.48 0 11.161
3018.56 MAR-SEP
3165 2 AUTRYVILLE ALL
SG
1 50 0 11.16
558 SEP-MAY
TOTALS:
3676.66
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
SH HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED
UNITS LBS N/UNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 5.9I 1,891
TABLE 2 1 11.161 3,577
TOTALS: 17.06 5,467
AMOUNT OF N PRODUCED: 2,688
***BALANCE -2,779
*** 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 425.6 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 (inlhr) AMT (inches)
3165 AUTRYVILLE ALL SG 0.60 *1
3165 I 112 ]AUTRYVILI E ALL BH 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 based on an irrigation design completed by Kevin Weston dated 11/20/2018.
Page 5 of 9

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

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

NAME OF FARM: Longpath Farm 82-218
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 FACIL W�NER• ' Butler F ms, Inc
:Cam
SIGNATURE: � DATE:_�I
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:f
Pages of 9

USDA J 'tes
r---� Department of
Agriculture Sampson County, North Carolina
Farm 202a4
Tract 3165
2019 Program Year
CLU lAcres I HEL I Crop
1 25.8 1 UHEL
Page Cropland Total: 25.8 acres
Map Created October 30, 2018
Base Image Layer flown in 2016
Common Land Unit
,,Cropland
Tract Boundary
Wetland Determination Identifiers
oD Restricted Use
V Limited Restrictions
Exempt from Conserva tion
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depictsthe information provided directly from the producer andlor the NAIP imagery. The producer
accepts the data'as is' and assumes all risks associated with its use. The USDA Farm ServiceAgency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to youroriginal determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

FILED
iAMPSON COUNTY
PAULETTE W. KING
REGISTER OF DEEDS
BK:01705 PG:0459 FILED Apr25,2008
AT 11:04:23 am
BOOK 01705
START PAGE 0469
(( )) END PAGE 046262
INSTRUMENT # 02867
STATE OF NORTH CAROLINA
EFFLUENTSPRAYEA56b1HN7
COUNTY OF SAMPSON
THIS INDENTURE, made and entered into this 22nd day of April, 2009, by and between JOSEPH E.
BUTLER and Wife, NANCY L. BUTLER. of Sampson County, North Carolina; KATHERINE B.
BARKIN and Ilusband, DANIEL H. BARKIN; and, BENJAMIN V. BUTLER and Wife, ALICE M.
BUTLER, all of Wake County, North Carolina (hereinafter referred to in the neuter singular as "the
Grantor"); and RYAN MATTHEW BUTLER, a single man, of 1218 Belvoir School Road, Clinton,
Sampson County, North Carolina 28329 (hereinafter referred to in the neuter singular as the 41Gtantec'7;
WITNESS_ETH:
THAT WHEREAS, said Grantor is the owner of a certain tractor parcel of land lying end being in
a
4 BELVOIR TOWNSHIP, Sampson County, North Carolina, denoted as SECOND TRACT in that deed
z
0
appearing in Deed Book 1054 at Page 570, Sampson County Registry (herein the "Servient T ract'j;
WHEREAS, said Grantee is the owner of that certain tract or parcel of land lying and being in
6
A BELVOIR TOWNSHIP, Sampson County, North Carolina, adjoining the lands (now or fortnarly) ofthe.
G. Butter Heirs, Billy C. Draughon, and Peggy S. Boone, and being more particularly described by metes and
bounds as follows (herein the "Dominant Tmce5:
t',;`OMMEIVCING at an existing iron pin in the apparent centerline intersection of SR 1311(Five 1
Bridge Road) and SK 1323 (Bearskin Road) and running South 53° 06' 35" Bast 547.55 feet; South 19* 36, '
40" West9i0.15 feel; South 20° 39' 07" West 394.51 feet; South 20° 39' 07" West 748.42 feet; and, South
15*45' 17" West 389.56 feet to a set rebar that is further located North 15* 45' 17" East 529.09 feel from an
i� existing flat iron that is the Southwostemmosteornerofthe"leffD.CrumplerTmot"(seeDeed Book 402at
Page 578), said set rebar being the POINT OF BEGINNING, and running from said beginning point, so
located, and with the Southern line of the "Lula J. ButlerTract" now owned by Katherine B. Harkin, Joseph
E. Butler, and Benjamin V. Butler (Dead Book 1593 at Page 683), North 82e $3' 13" East 578.47 feet
(passing a set rebar at 32,56 feet) to a set rebar, a now corner with Katherine B. Harkin and Benjamin V.
g Butler is the Southern lino of the `Lute 1. ButicrTracP ; thence a new line with said Harkin and Butler, South
040 53' 13" West 633.10 feet to a set rebar, a new comer with said Harkin and *Butter in the old Southern tine
ofthe "JefD. Crumpler Tract" of which this tract is a portion; thence the old line, North 85° 06' 47" West
633.73 feet to an existing flat iron (said existing flat iron is further located South 10° 28' 39" East 1,192.05
feet and South 781 OS' 42" East 1,555.24 feet from an existing PK nail in the apparentcenterlins intersection
of SR 1323 (Bearskin Road) and Sit D06 (The Avenue)); thence from said existing flat iron, with the
Western line of Peggy S. Boone (Deed Back 975 at Page 812), South t 7° 50' 40" West 405.22 feet to a set
rebar in the Boone line, a new comer (sold set rebar is further located North 176 50' 40" East 356.84 feet
from an existing iron pin in the centerline of SR 1306 (The Avenue) over a 30" culvert through which flows
the waters of the North Prong of Juniper Branch, said existing iron pin being designated as #21 on that
certain survey map for Mildred Draughon, prepared by Owen Surveying, dated July 1,1986, and appearing
in Dccd Book 1041 at Page 307); thence a now line crossing the Draughon Property as recorded in Deed
Book 1140 at Page 739, North 77e 50' 29" West 260.69 feet to a set rebar, a new comer; thence another new
line. South 32125' 28" West 87.80 feet to a set rebar, another new comer; thence another new line, North
76° 19' 25" West 156.45 feet to a set rebar, another new comer; thence North 09° 34' 42" East453.13 feet to
aset rebar, another new comer; thence another new line crossing the, Northern line ofthe Draughon Property
i

BK:01705 PG:0460
recorded in Deed Book 1140 at Page 739 and running across the Draughon land awrecorded in Deed Book
1336 at Page 315, South 84' 24' 35" East 513.29 feet to the POINT OF BEGINNING, containing 12.43
acres, more or less, and being a composite description of the Westernmost 7.66 acres of the `Jeff D.
Crumpler Tract"(see Deed Book 402 at Page 578) and 4.77 acres of the Dfaughon Property (see Deed Book
1140 at Page 739 and Deed Book 1336 at Page 315). all according to plat ofsurvey entitled "Survey for Ryan
Matthew Butler", prepared by John F. Downing, PLS, under date of April 19, 2009, reference to which
survey plat being hereby made and by reference incorporated herein for greater certainty of location and
description.
WIIRRF.AS, Grantee desires to be permitted to scatter and otherwise disseminate swine sewage,
manure and effluent over and upon an cflluent spray field located on the Servient Tract owned by the
Grantor, said swine sewage, manure and effluent beingderived from the swine production operation upon the
Dominant Tract owned by the Grantee.
NOW, THEREFORE., said Grantor for and in consideration of the sum of TEN DOLLARS
($10.00) and other goad and valuable considerations, the receipt and suliicienay of which is hereby expressly
acknowledged by the Grantor, said Grantor does hereby give, grant and convey unto said Grantee, its heirs
II and assigns, a perpetual rightand easement to scatter and otherwise disseminate swine sewage, manure and
effluent in an agriculturally sound manner, together with a right and easement of ingress, egress and regress ,
over and upon said Servient Traci for the purposes ofseattering and otherwise disseminating such swine
sewage, manure and effluent, said effluent spray field beingmore particularly described by metes and hounds
z
as follows;
COMMENCING at an existing iron pin at appareni centerline intersection of SR 1311 (Five Bridge
Road) and SR 1323 (Bearskin Road) and running South 53° 06' 35" East 547.55 feet; South 19° 36' 40"
<" West 910.15 feel; South 20° 39' 07" West 394.51 feet; South 20° 39' 07" West 749.42 feet; South 15° 45'
A 17" West 389.56 feet; and, North a2" 53' 13" East 578.47 feet to a set rebar, a new comer with the Ryan
q Matthew Butler 7.66 acres tract in the Southern line ofthe"Lula L ButlerTract" now owned byKatherinoB.
Barkin, Joseph E. Butler, and Benjamin V. Butler (Deed Book 1593 at Page 683), said set rchar being the
POINT OF BEGINNING, and running from said beginning point, so located; a new line with Ryan
Matthew Butler, South 04" 53' 13" West 633.10 feetto a setrebar in the old Southern line ofthis the "JeffD.
CrumplerTmer of which this tract is a portion; Ihence the old line, South 850 06' 47" East 1,326.27 feet to a
set rebar (passing an existing iron pipe at 765.80 feet), which set rebar is further located North 74e 40' 16"
x West 485.39 feet from an existing buggy axle; thence with theNJD LLC line (Deed Book 1602 at Page 802),
North 39° 06' 47" West 716.00 feet to a set rebar; thence continuing with line ofNJD LLC, North 59° 06'
47" West 503.00 feet to a set rebar in the Southern line of the "Luca J. Butler Tract'; thence with the
Southern line ofsaid Tract, South 79° 43' 13" West 118.00 feel to a set rebar in said line; thence continuing
g with die Southern line of said Tract. South 76° 38' 13" West 141.00 feet to a act rebar In said line; thence
$ continuing with the Southern tine of said Tract. South 82' 53' 13" West 131.88 feet to the POINT OF
BEGINNING, containing 15.33 acres, inore or less, according to plat of survey entitled "Survey for Ryan
Matthew Butler", prepared by John F. Downing, PLS, under date of April 18, 2008, reference to which
g survey plat being hereby'made and by reference incorporated herein for greater certainly of location and
I description of said easement area.
The Grantee covenants and -agrees to disseminate and spray said effluent in a reasonable and prudent
manner, and in compliance with all applicable federal, state and local regulations, and to save and hold the
Grantor harmless from any and all claims arising out of said operations brought or maintained by any third
parties.
TO HAVE AND TO HOLD said perpetual rights and easements to the said Grantee and its successors in
title, said perpetual rights and easements shall be appurtenant to and run with the Dominant Tract by
whomsoever owned.

8K:017O5 PG:04b1
IN TESTIMONY WHEREOF, said Grantor has hereunto set its hand and seal and does hereby adopt the
printed word "SGAL" as its oMcial seal.
GRANTOR:
In 0 n �`•: �, :.
63J
G
_ (SEAL)
ose E�01.
v ,
(SEAL)
Nancy I,. Gutter I
�sd
�k"'==—A�1e (SEAL)
tttberiols? a B. Barkin
IP
`A
Bold H. Berkid
C
• k (SEAL)
z-t3e jatnl Buller
43
(SEAL)
�,Adee.M. But er
STATE OF NORTH CAROLINA
COUNTY OF SA PSON
1, fr!/llnNlgQi/ _
eNowyPublic ofthe
county and state efawaid, certify that Joseph E. Butler and Nancy L. Butler
personally appeared before
me this day and acknowledged the due execution of the foregoing instrument.
WITNESS my hand and notarial seal this eO day of ;I 008.
`,;,• r --
et
No • 86 tie
u if
My commission expires: tr /t%'�l+'er
U y j0'•`•'
6

13K O17O5 PG:O02
STATE OF NORTH CAROLINA '
COUNTY OF J 0J?—
1, Jr1dhll GAL ---.a Notw-y Public ofthe
county and state aforesaid, certify that Katherlae B. Barida and Daniel H. Sorkin personally appeared
before me this day and acknowledged the due execution of the foregoing iustrumeni.
WITNESS my hand and notarial seal this fL day 2008.
My commission expires: k14, ;' •a'r
STATE OF NORTH CA OLMA
COUNTY
eNotary Public ofthe
county and state afarcaaid, certify that Benjamin V. Butler and Allco M. Bu tier personally appeared before 1
me this day and acknowledged the due execution of the foregoing instrument,
i WITNESS my hand and notarial seal this 21day of A it 008.
° 7""` ����yPu6lic
My commission expires: 1}"' /a Q 'P `�

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 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.
I I Rendering at a rendering plant licensed under G.S. 106-168.7
DComplete 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
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionjof the State Veterinarian, would -make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an 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 imminentthreat of a disease emergency, the State Veterinarian may enact
additional temp ry procedures or measures for disposal according to G.S. 106-399.4.
I
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

SAMPSON COUNTY
EMERGENCY ACTION PLAN 'f33 .330 v
DIVISION OF WATER QUALITY ( DWQ ) 910-^-E� row
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented -in the event that wastes from your
operation are leaking, overflowing, or running off the 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 problems are
listed below;
A. Lagoon overflow -possible solutions are;
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include;
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include;
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves eliminate further di--c"ar g«-,
e, Repair. all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put i,-, a
submersible pump, and pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side
walls and the 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 DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. 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, AND 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
local (EMS) Emergency Management Services at
910-592-8996 .
c. Instruct EMS to contact local Health Department.
d. Contact local SAMPSON Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(MRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
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.

Contact the contractor of your choice to begin repair of the -
problem to minimize off -site damage.
f
a. Contractors tlam=e: ma y_. _
b. Contractors Address: rTa,cY
c. Contractors Phone: 910- 592.- Sias
b. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.)
a. Name: C!'1G%O -V
b. Phone:
7. implement procedures as advised by DWO and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
B. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

r
Swine Farm Waste Management Odor Control Checklist
Source Cause
Swine production - - - Odor__
Farmstead - - 1 BMPs to Minimize
+ Site Specific
Q' Vegetative or wooded buffers Practices
Animal body
surfaces
F1oor surfaces
Manure col~
pits
Ventilat~
fans
Indoor surfaces
Flush tanks
Dirty manure -covered
animals
• Wet manure -covered floors
• Urine
• Partial microbial
decomposition
• Volatile cases
f4"Recommended best management practices
G]'Good judgment and common sense
i3�Dry floors - - - - - - - - --
9" Slotted (loors
63" Waterers located over slotted floors
• Feeders at high end of solid floors
Serape manure buildup From floors
11 Underfloor ventilation for drying
Lzi'l requent manure removal by 11ush, pit recharge,
or scrape
13 Underfloor ventilation
-
� Dust
L �'an maintenance
©'Efficient air movement
0-Dust
-
GYWashdown between groups o£annnals ~
CVTeed additives
13 Feeder covers
-Feed delivery downspout extenders to feeder
• Agitation of recycled lagoon
covers
d Flush tank covers
liquid while tanks are filling
'Extend fill lines to near bottom
of tanks with
anti -siphon Gents

_Sou_rce
End of drainpipes at
lagoon
Cause��
Agitation during wastewater
i3MPs to Minimize Odor Sit
Extend discharge point or underneath e Specific Practices
'
Lagoon surfaces
conveye
anc
_ _
•
pipes
lagoon liquid level
Volatilegas emissions;
fYProper lagoon liquid capacity;
• Biological mixing;
Cy"'Correct lagoon startup procedures;
• Agitation
64'- Minimum surface area -to -volume ratio;
W-Minimum agitation when.pumping;
D Mechanical aeration;
---� - Cl
Irrigation sprinkler
• lligh pressure agitation;
COY Proven biological additives
W)rrigate
nozzles
• Wind drill
on dry days Willi little or no wind;
Q."Minimum recommended operating pressure;
GYPurnp intake near lagoon liquid surface;
Stora6e tank or basin
surface
Partial microbial decompositi on;
CI Pump from second -stage lagoon
Bottom or midlevel loading; - - - - -
• Mixing while filling;
-
O Tank covers;11
• Agitation when emptying
Basin surface mats of solids;
C3�Proven biological additives
Setlliug basin surface_
• Partial microbial decomposition;
or oxidants
'Extend
• Mixing while filling;
- -�-
drainpipe outlets underneath liquid
level;
• Agitation when emptying
' Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Agitation when spreading;
-Soil injection of slurry/sludges; ---- - - --- - - -
• Volatile gas emissions
Wash residual manure from spreader after use;
Uncovered manure,
• Volatile gas emissions while
'11rovcn biological additives or oxidants
slurry or sludge on field
drying
Soil injection of slurry/sludges - - - - - - - - --- -_- --__ _--
surfaces
'Soil incorporation within 481trs.;
'Spread in thin uniform layers for rapid drying;
Dead animals
• Carcass decomposition
Proven biological additives or ox idants
�
Dead animal disposal
• Carcass decomposition
_
S� roper disposition ofcarcasscs --"�~-
pits
I -Complete covering of carcasses in burial pits;
)ncineralors
_
o Incomplete combustion
® Proper location/construction of disposal pits
- - -
L7 Secondary stack burners
A' 'C- ?'10veE11i cr 11. 1996. Rwp 4

t
Source _ Cause _ 13MPs to Minimize Odor
Standing water around • Improper drainage; ��_, Site Specific Practices
��Grade and landscape suclt that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • public roads from farm Poorly maintained access roads 97-Fartn access road tnabitenance
access
_Additional Information :
Swine Manure Management ; 0200 RUIe/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: Uuderfloor Plush - 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 I -act Sheet
Controlling Odors from Swine Buildings ; PIN-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from 1he Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; 1`110107, 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 Connnunicalions
1- lorida Cooperative Extensiou
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
to ControlInscels
_ SiteSpt ciTi+' t'raclir`cs
ill 'IS • ACCLtlnnlilt toll Ofs011ds ^��••• "�'�cn�a ---
I'Insh system is designed and opecucd _
suflicienlly to remove acculnillalc(I solids from
utters as designed.
-_ - - Wltl:move bridging of accumulated solids at
agcuuls .ul�l fits C'lischargc
ncsied Solids Maintain lagoons, settling basins and pits ►vhcrc ---
pest breeding is apparent to milliulize the
crusting of solids to a depth of no more than ( -
_ Inches over more than 30% of sill -lace.
(.XLCs:,i%'c VcgelaMe —. t)ec(Lyingvegctalion ~-- _ _ _
(it,�,vlh Aaintain vegetative control along banks of -
lagoons a"d other irnpoundnlenls to prevent
accumulation ofdecayinb vegetative Inaitcr
-- ---- __-• _-_•- - along; water's cage on impoundment's I)crinlclel.
Dry Systents - -
Oesign, operate and ulaintaiu fcul-
btolkers and troughs u) nllnll,lize the
r)ccunullation of decaying wastage.
Clelul up spillage on it routine basis (e.g., 7 - 10
day interval during sunuuc:r; I5-30 clay illtulvat
I:cc(l Sloi jec - - - - -- — — _ taring winter).
• Accumulations of feed residues -�---�•---
ltahlce nloisturc accunlulatilul witliill aucf
around inuuediale perin)cier of ti cd stol;tf e
areas E)y insuring drainage away liunc situ
and/or providing adecplate conlainlnent (e.g.,
covered bin for I)I'ewer's grain and similar hil;lt
moisture 81-din producls).
Inspect fi)r and rerllnve or bleak up acclttu,list ell
solids ill filter strips around feed stolage as
needed.
Ah, �lt'vcnlber 11, I94(, Page t

_ Source -
- --- l_--.- Cause
Antrnal 1,ildin6-----Areas a ACcltl,lulagatlS Ofani[IIaI w:ISte$ tIMPs to Cr,nt,�j i„Setts
and feed wastage Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
17 Maintain fence rows and filter strips around
animal holding areas to minimize
accttmttlations of wastes (Le., inspect for and
_ remove or break up accumttlated solids as
Jh y' 11(anu l;iilling -—Accunit►I:;tions of auin[al ,vaster needed)-
....... [1 Rc[„ove spillage on a routbasis c. —
day interval during sutnn,er; 15-30 day irucrvf,I
during winter) where manure is loaded for fatal
allplicaliolt or disposal.
f7 Nrovide ti)r adegt!ate drainage around rnanure
stockpiles.
f7 lospcct for and remove or break up accun,ulatcrl
---- wastes in filter strips around stockpiles and
--- ---_ nlam h' Al:
I ur n�u,c iul�)r,n.ui„n cn„filet the C:ut)perafivc IixEcnsiun Service, Acpa[hncnt n . ,rnr [nb areas as needed.
—
It1,leil;h,PR',?lr,1)-5-"lnl3. �~~- ----_
1 !-ntnntology, Box 7613, PJullh 4'arulin�� Suite I )nivr+sily
A A11r: - t t,rvcml+er 11. 1996, I "ge 2
Site
Practices

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

Lagoon surface ---look for:
I. undesirable vegetative growth
2, floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps,
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1, adequate vegetation
2, diversion capacity
3. ridge berm height

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

Management:
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by,

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

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

APR 012019
ORIGINAL.
WVP
AND
LAGOOM
DESIGN

WASTE MANAGEMENT SYSTEM
BILLY DRAU8HON
TABLE OF CONTENTS
l Cover Lelter
2 Boils Map
3 Conservation Kan Map
4 SCS-EN8-538 (Soil Investigation)
5 NC-ENS-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-EN8-12 (Excavation)
10 NC-ENS-12 (Embankment)
11 NC-EN8-12 (Pad)
_
12 NC-ENS-40 (Plan of Excavation Waste Storage Lagoon)
13 Typ.cai View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagnon & Houses
17 Cross -Sections of Lagoon & Pad

p
USDA-BUIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
` PHONE [phone] AGRICULTURE
------ ----- 1---------------_----------------------_------------
OPERATOR:
Please review the attached p/an and specifications carefu|}y.
Retain this plan for your use and recorCs. It is strongly
recommended that you, you/ contractor and the So}} Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with al/
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expecoed so that final construction meets plans and
specifications and the Job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsibie for final layout and
design of the pads. SCS personnel will assist in a limited
caoacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and Jam 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 the lagoon, tha
contractor and owner will negotiate on the mrice and 1ocatiom
of the borrow area.
It sbou|u be �noted that certification of the lagoon wi|i depend
upon all apecifications being met. Import s include
length, width, depth, slopes, topsoil placement, correct
e evatioos (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES NO X
----- -----
DESIGN REQUIREMENT: 121600 cu.ft = 4504 cu.yds.
--------- ---------
ESTIMATE OF EXCAVATION: 94197 cu.ft = 3489 cu.yds.
--------- ---------
ESTIMATE OF PAD: 43750 cu.ft = 1620 cu.yds.
--------- ---------
ESTIMATE
OF
DIKE:
27486 cu.ft =
1018
cu.yds.
ESTIMATE
OF
MATERIAL
---------
FOR SANDY -CLAY
---------
LINER: =
0
cu.yds
ESTIMATE
OF DF
TOPSOIL
REQUIRED:
-~-------
197
cu.yus.
Ratio
1.3 :
1
---
Total
Excavaticn =
---------
3686
cu.yds.
Job Class I{
Designed

-4,
AVERAGE GROUND
1
/FILLA
1
VARIABLE 1
SANDY MATERIAL,
NO CLAY
1 FOOT THICK
CLAY. LINER
SANDY CLAY -CLAY
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL --CLAY LINER
1 FOOT THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS. AREA AND
BACKFILL WITH -CLAY
EXCAVATE
I) VARIABLE
17 1
1 FOOT THICK
CLAY LINER
AVERAGE GROUND
SANDY MATERIAL
NO CLAY
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE = CUBIC FEET = CUBIC YARDS;
27 CUBIC FEET/CUBIC YARDS

e
it
SCS-CPA-015
12-85
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
r SOIL MAP
Owner f1 A1-, Z A Operator
County S A+�T 5 State C. -
Soil survey sheet (s) or code nos. Aproximate scale A)1>1 in- It +
N a4
Prepared by U. S.. Department of Agriculture, Soil Conservation Service cooperating
with Conservation District
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SCS-ENG-578 U. S. DEPARTMEN I OF AGRICULI UHE
Rev. 5-70 1 SOIL CONSERVATION SERVICE
srni INVFSTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
DISTRICTFARMER'S NAME _4&Y
DATE COUNTY
• • SHEET NO.••
WATERSHED AREA MEASUREMENTS
.,. • i ,- 4o,7,d' /,/J,dl—
WOODLAND- ACRES TOTAL -ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. "s 111=_feeff
Locate Werence point )n center line of dam and identify an sketch.
■■■■■MEANS!
■■■■■■■■■■■MIS
■■■
ANEMONE■■■■■■■■■■
■■
MEINSIM110=0MM■■�
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■■■■■■■SEEM■
BORING NUM13ER AND PROFILE
Make and list dam -site and spillway borings first - then ponded area and borrow pit borings - separate with Lwrfical rod line.
ntinued on back where necessary) Show water fable efeualions on dam -site borings.
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BORINGS

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner BILLY DRAUGHON County SAMPSON
Community or Group No.
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool .Ft.
Date of Field Hazard Investigation 12/15/92
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. APPROX. 1001 TO STATE ROAD 1306.
Est. Elev. :Est. E evation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
Describe potential for loss of life and damage to existing or probable future downstream.
improvements from a sudden breach --- —A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE, LOCATED IN A RUI',
AREA. IT WILL BE APPROX. 5001 FROM A TRIBUTARY TO BEARS -KIN SWAMP,
Hazard Classification of Dam a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)__
By HANK 'GAY, DISTRICT TECH.
name (title)
Concurred By �• C
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 12/15/92
Date

`
Operator:BILLY
DRAU8HON County: SAMPSON
'
Date: 12/17/92
Distance to nearest
.
residence (other than owner).
1200 feet
1. STEADY STATE
LIVE WEIGHT
0 Sows
(farrow to finish) X
1417
!bs.
= 0
0 Sows
(farrow to feeder) X
522
lbs.
= O
0 Head
(finishing only) X
135
!bs.
= O
0 Sows
(Farrow to wean) X
433
|bs.
= 0
2600 Head
(wean to feeder) X
30
lbs.
= 78000
TOTAL STEADY STATE LIVE
WEIGHT
/SSLW)
= 78000
to. MINIMUM REQUIRED
`
TREATMENT VOLUME OF
LAGOON
Voiume
= 78000 !bs. SSLW X
Treatment
Volume CF/|b. SSLW
Treatment
Volume CF/lb. SSLW=
1.0
CF/|b. SSLW
-Volume
= 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside too: length 150 feet ; width 140 feet
Top of dike at elevation 59.00 feet
Freeboard 1.3 feet Side sloces 3.0:1(inside)
Total design lagoon liquid level at e;evation 57.70 feet
Bottom of lagoon at elevation 47.00 feet
Seasonal high water tabie elevation 0.00 feet
Total design volume using prismoida| formu|a:
SS/END! SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 142.2 132.2 10.70
AREA OF TOP
LENGTH X WIDTH
142 132
AREA OF BOTTOM
.LENGTH X WIDTH =
78 68
AREA OF MIDSECTION
LENGTH X WIDTH X 4
110 100
18799 (Area of Too)
5304 (Area of Bottom)
44084 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
18799 44084 5304 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 121600 CU. FT.

m
. `
5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
150 140 21000 Square Feet
Buildings (roof and lot water)
Length X W!dth =
0 0 0 Square Feet
TOTAL DA 21000 Scivare Feet
===>
Design temporary storage to be 180 days.
A.
Volume of waste produced
Approximate daily production of manure in CF/L8 SSLW
0.00136
Voiume = 78000 Lbs. SSLW X CF of waste/lb/day X
186
Volume = 19094 Cubic feet
B.
Volume of wash water
This is the amount of fresh water used for washing f!oors
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 X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C.
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 Inches X DA / 12 inches per foot
Volume = 12250 Cubic feez
D.
Volume of 25 year - 24 hour storm
Voiume = 7.0 inches / 12 inches per foot X DA
Volume = 12Z50 Cubic feet
TOTAL
REQUIRED TEMPORARY STORAGE
5A. 19094 Cubic feet
5B.. 0 Cubic feet
5C. 12250 Cubic feet
5D. 12250 Cubic feet
TOTAL 43594 Cubic feet

6. SUMMARY
Total required volume = 121594 Cubic feet
Total design volume avail.= 121600 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 78000 Cu. Ft.
At elev. 55.10 Ft; Vol= 78077 Cubic feet (end pumping)
Tota; design volume less 25yr-24hr storm = 109350 Cu. Ft.
At Kev. 57.00 Ft; Vo|= 108840 Cubic feet (start pump}nS>
Seasonal nigh water table eievation is 0.00 Feet, which must
be lower than the elevation of top of treatment vo/ume 55.10
DESIGNED BY:
---------�r--------------
�
DATE:
APPROVED BY:
.�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

` SEEDING RECOMMENDATIONS
------------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30
0.0 L8S. "PENSACOLA" 8AHIA GRASS @ 60 LBS; PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LDS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS. ____________________________�______________________
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 BAuES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVIN6 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING 8AHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAKIA8RASS IS ESTABLISHED.

WASTE UTILIATION PLAN
` ---------_------------
Producers name: BILLY DRAU8HON Date: 12/17/92
Address: BEARSKIN County: SAMPSON
Type of Prouuction Unit: WEAN -FEED
Type of waste facility: Anaerobic Lagoon
Your anima( waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for toe crops on the fields
where the waste is to be applied. This waste utilization
plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are 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 ano to ensure that it /s applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
Waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste sha/l not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To max;mze the value
of nutrients for crop production and to reduce the potenVa|
for pollution, the waste should 6e applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage require-
ments may be more or less based on the waste analysis report
from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
2600 animals X 0.4 tons waste/animal/yr 1098 tons
total waste

Page
Amount of Plant Available Nitrogen Produced Per Year:
------------------------------------------------------
r ::0t1 animals X 0.48 lbs. N/animisl%yr = 1248 lbs./yr_
Available N
Applying tole above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the Waste in
a timely manner. Your fac i i i ty is oes i fined for 180 days
of storage. Therefore it Sri l l need to be pumped eery r_,
months.
Tract F i e i d So i t Crop Yield Lbsa N Acres Lbs . M Month to
No. No. Type `_.fide Per Ac Used Apply
319 i 1. WaB 6 •f Tons 400 =a5 i400 MAR—AUEi
Available Nitrogen. 1248
Surplus or Deficit -15
Cr"op Codes: !=Cereai grain; Z=Corn"y . = e_icue; =Rai'Ir,•f-'e jr bermuda
5_Contro i grazed Bermuda; _•='l-la•y i and bet muda
Narrative of Operation or Notes:
---------------------------------
--------------------------------------------------------------------
-----------------------------------------------------------------
-------------------------------------------------------------------
Ca I i the Soil and plater Conservation District Office after- you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: --_.-- QQ
i r" e l l _ � _..._...--_.------- -- — -------------
lt,a Title Date
Concurred in by: 24—P !05 d u �,e 2,- Date
(Copy to producer ano copy to case f i ie)

I 1
U.S. DEPT OF AGRICULTURE
KIWOONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
NAME: BILLY DRAUGHON
ADDRESSo BEARSKIN
_F-•-•---F-•-----•9------__--_..- -------------------
!STA.1 END !SUM OF r
E 1
-------------------------------------+
0;--------F--_.----t..-_--•.--------F
F------±---•-----F 1043 t .- i 29204
21 961 10431 _....------F--'•'--_-i---------"---P
..i- -- -- — --• - — — — — — ._..f.. 1982! 68 : 1347761
1 1641 9391---------1------- --..--------i-
+----,-------- 1 939 {. 1 6 1 244141
1.1 190: 0:--_--_-_+____..-+--_-----_--
it••----------- •-- 0: ` 1 9 0 1 0:
5 i 0; 0: ------------------------- F
rji t.i1 0
-I•----.+-------+ of of t_1
7 i 011 0!-----•-•-•!--__-__F-----_ --_--
+-------F-----'---+ 01 Qi 0;
1 . 0! 01 ------- +------F--•----•-•----:-
I----._..;._..............-.....q. 01 ij : 0:
91 01 01------- 1----- +-------------I„
+---+--------F 0: 0: 0
10 i 0 i 0! __---__-F------i---- -------- .1-
+---- -_------- .{_ of 0: t j i
1 1 1 0! 01------- -F----- -F ----------- I-
-F-=---F--•--•- -+ 01 0: 0!
i 01 01------- _F----_-F-------•------F
ii +_— --0—•---•---.."1_ 01 0; 0:
1 _i 1 01 01------- +----- +-----------
aa +--•- -.+_-----....i_ 01 01 0
4 1 1 01 01 _. _ _. _ ---+-" ----+-- _.. .... ... .... .-----f-
..}..-_..__..._--------+ 01 01 0!
..i.. - - .. - .a_ - _ - - _ - _i_ 01 L_) i ()I
.'Lti, i 01 Of ------- +----- +----------- i-
+---- +------ + 01 0; ti'
1 7 1 of Of ------- + ----- 0 -------.-.---F
F---•'-- f------ + 0: 0; 0;
191 0! 01------•--•-F------•-F------ -----
+-..._.--+.-'---•---+ Oi 0'. 0;
201 01 01 ------- +----- -F----------_--
+---- T ------ -F... _..._._._._----•--.....-0------.--------i-
+------------------- ---- Of ---------- +
VOLUME = 3489 CU. YDS.
COMPUTED BY Hank Gay DATE 12/17`/9L..:

1 1
NAME: DILLY QRA;1QHUN
1 LINE: 3{00
i 2 3 4 5 G 7 'try'. 9
--------#--------+--------#---------}------------------------- -----
----
F 57.°! 56.5E 56.1, 47.0. 47.0F 57.81 0.01 0.0F 0.0! 0.0!
1 00 !
51801
11
11
i--------+--------s--------#--------#--------#--------+--------+-----------------#--------+
2!
5610!
2;
9040:
23: 1001 160' 134: 561 131 Q; Q: Q: Q;
3:
7520;
3;
7517 �
•{---------{-----------------{-----------------1—_------{--------{--------{--------{---------
4!
62W
4!
2f22,'
51
3237t
51
iQV11
{}11
QI
ii!
Q:
Q:
77;
0:
pp7:
Q1
QF
0:
91
QI
t8;
1 .
Qt
----------
1--------{
1
23954:
!
29050;
+--------#
+--------{
+--------#
i
1040
LINE: 3{7Q
+--------#
1 2 3 4 5 6 7 ° 9
---------{--------+--------#--------+--------#--------+--------------------------+--------+
----------
+----- --#
1 5[ 8: ►� G 55 1 7 1 7 `E1 5 J1 r f1 G: 0 F Q.QF
Ory1 s/J.yl Jv.9f 41 rQF �l al �V. li I�.QI J.li Vri�i 1
1;
1501!
:;
56801
a.-------- --------{_---------------'--------{--------{__------Y-----------------{— +
L.
5 }}i+F
ti
ltf6i
27; 1QQ; 160: 134: 5E! 27; Q1 01 Q; Q:
3:
7520:
3;
7491;
.------_-1--------{-----_--{--------{--------{--------{--------+--------+--------+--------+
4F
62981
41
26321
51
3131;
51
1269:
6;
Q;
6;
Q;
7;
Q:
7:
i;
81
Q!
VI
01
9!
Q:
f;
of
+--------+
#--------#
24Q9Q'
:
2 968:
+--------#
#--------s
#--------#
1 9].�1
3 LINE:
+--------+

O.S. DPEPT OF A8RICULTURE
SqIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENT
NAME:
BILLY DRAUGHON TOP WIDTH:
12 FEET
ADDRESS:
8EARIKIN TOTAL SLOPE:
6:1
+----+------+-------+--_--+-----------
!STA.| END |SLM OF | DIS.1 DOUBLE 1
1 1 AREA |E.AREA | | VOLUMN |
+----+---_--+-------+-----+----------+
1| 0| 0+-------+-----+----------+
+----+------+ 38( 1i 38|
21 1| 381-------+-----+----------+
+----+------+ 101| 109/ 11009|
31 1101 631-------+-----+----------+
+----+------+ 1201 1001 120001,
41 2101 571------- +----- +-----------
+----+------+ 1391 701 9730|
51 2801 82|------- +----- +----------+
+----+------+ 1261 801 10080|
61 3601 441------- +----- +----------+
+----+------+ 591 1001 5900|
71 4601 15|------- +----- +-----------
+---- +------ + 301 401 12001,
81 5001 15|------- +----- +----------+
+----+------+ 151 l| 15|
91 5011 01------- +----- +----------+
+----+------+ 0| -501! 0|
101 01 0|------- +----- +----------+
+----+------ + 0| 0! 0|
III O| 0|------- +----- +-----------
+---- +------ + 0l 0| 0|
121 01 0|------- +-----+----------+
+----+------+ 0| 0! O|
131 01 0|------- +---- -+----------+
�
=---- +------ + 0| O| 0|
141 Ol 0|------- +----- +----------+
+----+------+ 01 0: 0|
15| 0| 0|-------+-----+----------+
+----+------+ 0| 0| 0|
161 01 0|------- +----- +----------+
+----+------+ 0| 0| 0|
171 0| 0|------- +----- +----------+
+----+------+ 0l 0| 0!
181 of 0|------- +----- +-----------
+----+------+ 0| 0| 0|
19; of 0|------- +----- +----------+
+----+------+ 01 0! 0!
201 0| 0|-------+-----+----------+
+---- +------+------------- +----------+
!T0TAL | 499721
--------------------------------
DOUBLE VOL /2 = 24986
CU. FT.
----------
VOLUME OF EMBANKMENT = 925
CU. YDS.
PLUS 10% SETTLEMENT = 93
TOTAL = 1018
----------
CU. YDS.
NC-EN8-12
COMPUTED BY HANK GAY DATE 12/17/92
-------------------- ---------

I 1
U.S. DEFT OF AGRICULTURE
EARTHWORK COMPUTATION SHEET
PAD
NAME: BILLY DRA? �C,!-iON
ADDRESS w BEARSKIN
+----+------_i---•--•----+-•-•---x---- •--------+
STA . ; END !SUM OF ' D i S . i DOUBLE
I i AREA l E. AREA 1 1 VOLUMN i
-----+----------------------- _-.d_-- — _.-------+
:.----1----. _.------.—
1: 151 t_1 1 ----__-+-- +
------------- 3(}2 i 51 1510
2; 20 i 3021 1 ------ v------------------
•'1-----+-------- 989 i so: 79120 i
W 100 i 6871 ---•-----f-----_--•.-t------------F
-1-----+--------t- 6 7 ; 10: {}l. 70:
4 ; 1 10I 0: --------t-------:-------_-----
-r - - - ••- -i- - - - - -• - - 0! -1 10 ; 0
5 i 01, i);------------------------- V.
0l 0 -----{------+-------._----''
+ - -- - - + -- - •-• -- - _.. i.. 61 0; 0:
71 01 01------- +----- +------------+
i- - - - - - + of 0! 0:
1 of 01-0 ----- + ----- + -----------
+-----+---------+ i_) i 0: S_) i
9i o i 0; -------------------------
I ---- + ...... + O i 0! 0 i
it_); 0 " 0; ---------'-------h------------•-I-
-1--•----^l----------f- o i 0: 0!
1 1 i t) O i ---------t------+----------+
121 01 Of ------- +-----+-•------•--•--i-
+---- +------ + .01 oil 0;
13 : 0; 0: -------------+----------•--;_
141 0: --------1--------------_----r
+ - __ __ _.. + __ - _.. _.. _- .- + 01 0: 0!
151 01 01.------- +--___.--,.._------__--+
161 0: 01------- __--------.-_-
+ — — — -- + _. — _. — _..— ..,.. 01 {_) 1 �) i
I t 1 O l 01 -------+----- +_.-------•-•--I-
181 t); 01------- +----- +---------- 4.
+---- +------ w 0! O € ,
19 i 01 01 ------- +-----+-'---------.-:'
r.:c, i i-.' i 0: ------------------------
------------------------------
:TOTAL 87500,
+--------.-----..-._.._--...._.._._------»---1-----------••i
DOUBLE" VOL /Z = 43750 C.U.
FT.
VOLUME = 1620 CU.
YDS.
CUMF'UTED BY HAW--'.' GAY DATE 12/16/92

NAME: BILLY ➢BAt18HON
1 LINE: At20
1 4 5 6 7 8 9
--_----_—}--------t--------{---------{---------f--------#--------------------------t---------
z---------
----------
1 50W.91 60.5; 60.01 1178.5; 59.41; 59.3; 58.9; t>. Cie 0.01. - 0.0:
1:
1i
580;
}----------------j---------(-----------------r-r--------{----------e---------(---------(---------r--
L 1
/1ry82:
t/1001
2 3
i1/7y(Jy(01,
1 `' { 101 L6l} 1 G6, 200: 14it) 1 �? i 0; 0: V I
3 1
15210 !
31
159Clio
}-----------------+--------+--------}--------+--------+--------t--------+--------+--------+
41
15E621
41
417001
51
118601
51
5910:
61
58901
6.
1781
7l
01
71
VI
i
Ji
vs
1 {J}I
91
01.
9'
0!
a----------
---------t
i
49403;
i
500071
t--------i-
+--------+
---------f
I
3021
f LINE: B
---------+
1 ? 4 5 6 7 8 i
—*-------------------------- i
58.31 60.51 60.01 56.7i 57.3: 57.81 58.3i 0.0' 0.0! 0.0!
1:
M !
1:
583;
#---------+--------+--------+-----------------+--------+--------t--------+--------+--------+
2;
600;
2e
157301
., i0i 260 270! 2W I00i 2! 01, 0: 0!
3!
14742:
31
162001
---------+--------+-----------------f-----------------+-----------------t-----------------F
4e
154711
4e
113401
51
11560:
51
5730.
611
5830!
6;
116:
_
7;
011
7;
0:
8�
0;
8s
0!
+--------+
+--------+
48324:
1
49699;
+--------+
+--------+
---------+
1
i
6l' ;
- LINE:
+--------f

U. S. DEPART14ENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service Rev. 7/41
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: S:%A!i 2k.,J -- Date:
County: 5k sa -
Address: /3 -Aa s k -.Pj
WM�
/50 . a
ENBTN
SIDE SLOPES_° TO 1 /
/
AVE. TOP ELEV. Qts,
/Ol ti
�Y10 SECTION �0
� � � ,�/
— -Jr
IL
/ aoa r AVE. BOTTOM ELEV. /
L— LENGTH
78.0
(See back for volume calculations)
Use of facility: AN;e-,,41 IJA49 LAywAI
Capacity: 9 0 9 _ e _ —Gallons _ /z I, Lcc _ _Ft3
Soil Type: I-1w f3
Bench Mark r Description 4.4; / S ;,JcA 1A z c ; d
T. g. at, Ass,,^ Ed F-&v. J50, o
Bottom
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev. *7. o
Elev. ,T'7. o
(+)
Ft.
Elev.
(+)
Ft.
Elev.
(+)
Ft.
(+) /.3
Ft.
Elev.5q_ o

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building
Pit f
Top Width _l2'�
Settled Top Elevation S 9.0
' I SS 3,0 ; l
i� SS 30 l SS 3A ; 1
i
TREATMENT
LAGOON
Depth = 10
Pipe (Needs to be adequately
supported)
Bottom $levation
47. C>
a

' OPERATION AND MAINTENANCE PLAN
------------------------------
Th/s lagoon is designed forwaste treatment (permanept storage) with
minimum odor control. The time reouired for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated voiume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate /s based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 incnes of excess rainfall will
need to be pumped each 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 eievation is
determined in each design to begin Pumping and this is usually
the outlet invert of pipe(s) from buildinS(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equ/oment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, 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 8) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 57.00 as marked by permanent markers. Stop pump -out
when the f;uid level reaches elevation 55.10 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 31344 cubic feet or 234456 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to aop>y per irrigation is one
(1) inch and the recommended maximum apolication rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Reoair 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particular}y adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a we||.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of tne United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------ A---------------------------------------------------
CLEARIN8:
---------
A/} trees and brush sha|; be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and a| i excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad s)opes (2-3"). The topsoi|inS ouantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
A cut-off trencn (when specified) sha|} be installed as shown in
the plans.
Construction:
Construction of excavated and earthfi|[ areas shai} be performed
to the neat lines and grades as p;anned. Deviations from this will
require prior approval of the SCS. Earthfil| shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeos-foot roller
during placement. The embankment of the lagoon shall be installed
using the more imPervious materials. Construct/on of fill
heights shall include ten (10) percent for settiement. To
protect against seepage, when areas of unsuitab!e material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfi|)ed and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the p/ans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
----------
,
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

U.S. Department of Agriculture Page - 1
Soil {_• i_' it :• e r" `v' a t i i_+ n Service .-t /1 7 y ? • •{
---------------------------------------------------------------------------
M J. i._FJ Ri..__J i t Dr'v J"t' G H: N
NONTECHNICAL SOILS DESCRIPTION REPORT
FOR ti DESCRIPTION CATEGORY E..,'._iRY - t{hi._._
FieldNumber(s) •"• All f i L! d s
Symbol Descr;ption
----------------------------------------------------------------------------
r. t Ih AAM Ois y+\� SAND, '_ 6 PERCENT
Ctom.N " SLOPES
a. i:� i+4 r•t i"t!•t " t �" �_* rt i i 7 =? � .'a U � i_� t� i_' _ i � %: i 4 _ u.« i Y I .._. �...+i f..:. ti3 These are we!!
drained soils on up i ai;d5 _`.he''y" formed in sandy and
loamy marine sediments. They have thick sandy surface
and subsurface face layers 20 to 40 inches thick,. The
Suit<si_t i I is loamy. Permeability is rapid in the surface
and subsurface layers and moderate in the subso i i
Available water" capacity is low to moderate
Shrink -swell potential 13 low. The e seasonal high water
table is below _ feet.

COMPUTATION SHEET
SCS—ENG-523 Rev. 8-69
STATE
BY
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SHEET OF
Ia-m IYcl

�.r
• COMPUTATION SHEET
SCS-EWG-523 Rev. "q
STATE PROJECT
BY DATE CHECKED BY DATE
SUBJECT
,�•3
u. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
15-5
JOB NO.
(SHEET OF

NORTH.CAROLINA SUPPLEMENT - N-359-1
U. S DRPART74ENT OF AGRICULTURE
Soil Conservation Service
Technical Guide
Section IV
Rev. April 1991
Niue, L �i � ■ , _ _ ; r
esi n 8irvey. . Deign, and Plans
A. Engineering plans shall be prepared for each component of
an animal waste management system. The design survey must
be in sufficient detail to allow an accurate determination
of waste inlet and outlet locations, and volume
requirements. This may be accomplished by obtaining a
centerline profile of the embankment location, along with
some key elevations in and around the lagoon area when the
embankment type lagoon is used, or sufficient cross -
sections of the area involved to prepare a topographic
map.- Grid surveys of -the area may -be -needed at times.
Designs will include calculations showing how required
volume is determined.
B. Record distance to nearest area for public use or
residence of anyone other than owner or -his tenant.
C. Record hazard classification for all embankment lagoons.
D. A detailed soils investigation shall be made on all sites
with special attention to the water table and seepage
potential.
E. A detailed operation and maintenance plan shall be a part
of every plan and design.
F. Source of water for initial filling of lagoon should be
indicated.
G. Check height of embankment and volume of effluent to
determine if a dam safety permit from the Department of
Environment, Health and Natural Resources is required.
Construction Layout
Set enough well marked stakes to guide the contractor in
constructing the lagoon according to plans.
Constriction Check
As a minimum, the following data will be recorded:
A. Embankment Type
1. Record profile and cross-section of foundation cutoff
trench.

N 359-2 Rev. April 19-1
.
2. Record a profile along centerline of embankm+,nt.to
determine if top elevation is adequate.
3. Record at least one cross-section of the embankment
to determine construction top width and side slopes.
4. Record the elevation and bottom width of the
emergency spillway if applicable.
Excavated and embankment types
1. Take enough measurements to determine that depth,
slope, and storage requirements have been met.
C. For ramps and/or waste inlet pipes, and overflow pipes,
record the following:
1. Location.
2. Dimensions and kind -of material -used -in structures.
3. Elevation of invert of discharge to the lagoon.
4. Elevation of overflow pipe.
D. Statement of the adequacy of control of outside runoff
into the lagoon.
E. Statement of the adequacy of vegetative erosion control
measures.
F. Statement to the effect that practice meets plans and
specifications.
G. Date and signature of person making construction check.
Recording Data
Field notes will be recorded in a standard engineering field
book.

OH-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
Sampson County, North Carolina
Designer hg Checker
Date c 03/16/94 Date
TEMPLATE DATA:
Beginning Elevation = 47
Beginning Station +82
+82 to 1+77 c\3cll88/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station +82
ORIGINAL DATA:
0.0 / 58.2 100.0 / 56.5 200.0 / 56.0 300.0 / 57.0
SECTION NUMBER 2
Centerline Station 1+77
ORIGINAL DATA:
0.0 / 56.7 100.0 / 55.4 200.0 / 56.2 300.0 / 57.0

OH-IRM 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Sampson County, North Carolina
Designer
hg
Checker
Date
03/16/94
Date
*******************************************************************************
** EXCAVATION **
** FILL **
Bot
Left Right
Off-CL
CL Dist
Area
Volume
Area Volume
Width
SS SS
(ft)
Sta (ft)
(SgFt)
(Cu.Yds)
(SgFt) (Cu.Yds)
188
3:1 3:1
82.0
0+82
2050.7
0.0
95
7055.3
0.0
188
3:1 3:1
82.0
1+77
1959.7
0.0

WASTE UTILIZATION PLAN
FOR
MILDRED DRAUGHON
ROUTE 6 BOX 287
CLINTON NC 28328
September 20, 1993
Your animal waste utilization plan has been specifically
developed for your 2600 WEAN TO FEEDER SWINE operation
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to.reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
2600 WEAN TO FEEDER 765 1989
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
---------
FIELD
--------------
SOIL
ACRES
CROP CROPCODE
3190
----------------------------------------------------------------------------
2
I WaB
------------------------=---------------------
27.43 HYBRID BERMUDAGRASS HAY BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
------------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY WaB 6 TONS 300 0 140 - 160
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------------------------------------
I CROPIWASTE APPLI TYPE (WASTE N I COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
------- ----- ----- ---------- ------- -------- ------- -------------------I
3190 2 BH IRRIGATE SWINE 300 APRIL TO OCT
-----------------------------------------------------------------------------

The acres, crops, and application method shown in the preceding tables will
accommodate approximately 17143. animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by:
Title
Concurred in by: Date
Producer

SITE INVESTIGATION FOR
PROPOSED SWINE OPERATION
NOTE: A COMMITMENT TO MOVE 4,11EAD WITH A DESIGN MUST BE MADE
WITHIN 60 DAYS OR THIS INVESTIGATION BECOMES INVALID.
I. NAME OF APPLICANTLa�--------------------
2. ADDRESS AND PHONE NO S6 �_ zz 9 -z
----------------------------
------------------------------------------------------------------
3. LOCATION
-----------------------------------------------------------
4. ARE CULTURAL RESOURCES EVIDENT? YES------ NO
5. CONTRACT COMPANY (IF APPLICABLE" /
-----�ayy woad
S . TYPE OPERATION (FINISHING, SOW, ETC) z (- o")
7. NUMBER UNITS PLANNED 2 (mo L
8. TOTAL AMOUNT OF LAND ON TRACT
9. TRACT NUMBER <IF KNOWN)
10. DISTANCE TO NEAREST RESIDENCE /90 v -
-----------------
1 1 . SOIL TYPE <S> j AA
12. BASED UPON THE PRELIMINARY INVESTIGATION IS THERE SUFFICIENT
CLAY.FO LINING THE LAGOON IF REQUIRED?
YES------ NO
13. HAS PRODUCER BEEN INFORMED OF WASTE MANAGEMENT REQUIREMENTS?
(EQUIPMENT, CROP TO BE PLANTED APPLICATION RATES, ETC)
YES-__ -- NO
14. WILL THIS OPERATION REQUIRE LAND CLEARING? YES ------
NO ✓
15. DOES PRODUCER NEED TO INITIATE AN AD 1026? YES ------
NO
16. BASED UPQ�N CURRENT RULES, REGULATIONS, AND INFORMATION IS THE
PROPOSE�'SITE SUITABLE FOR THE TYPE AND SIZE OPERATION REQUESTE ?
YES------ NO D
IT SHOULD BE NOTED THAT THIS IS A PRELIMINARY SITE INVESTIGATION.
DESIGN APPROVAL AT ALL REQUIRED LEVELS ARE NECESSARY BEFORE A
WASTE MANAGEMENT PLAN IS FINALIZED AND DELIVERED. IN ADDITION,
DISTRICT AND SCS PERSONNEL HAVE MADE THEIR BEST DETERMINATION ON
THIS DATE. THE APPLICANT IS RESPONSIBLE FOR PROVIDING ADDITIONAL
INFORMATION REGARDING BUILDING PERMITS, COMPANY POLICY, OR OTHER
PERTINENT FACTS.
________
SCS/ ISTRICT PRESENTATIVE
APPLI ANT ---------- -
....... 1Z — le. — 9 z�
DATE----------------
ueDA----------------

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE S EVV I Ci
------------------------------------------------------------
WASTE MANAGEMENT. FACILITY SITE EVALUATION
GENERAL IN!'ORXATI0I1
I
NAME_J3' t-0raL0-0&------
------------------------
TELEPHONE-------------------
LOCATIQK DATA
DISTANCE F NEAREST RESIDENCE NOT OWNED BY
PRODUCER J �M --FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-1
It yes, SCS ca,naot provide assistance.
IS SITE AT LEAST-100 FT. FROM A "dLU£ LINE"
PERENNIAL STREAM?NO=---
It no, site must ba relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO
If yes, landowner should ceesult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
j Are utilities in construction area? YES----- NO-� -
i If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials* aay bo
attached to site evaluation.)
Page 1
J
1 ,

WETLANDS -- - - - - - - - --- - -- --- - T -�
WILL SITE INVOLVE CLEARING WOODLAND OR ANY f
NON -CROPLAND? YES----- NO- - I
.If yes, producer must complete a Form AD-1026. f
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO---- J
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, j
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
NANAGEMENT .
(A copy of AD-1026 and CPA-026 should be attached to j
site evaluation.)
OTHER ENVIRONMENTAL FACTORS -'
I IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? �
YES----
IS A DESIGNATED iNBTURAL SCENIC AREA INCLUDED IN THE
i PLANNING AREA OR WILL PLANNED,ACTIONS IMPACT ON AN
j ADJACENT NATURAL SCENIC AREA? YES---- NO--�
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO--`-'
ARE THERE PRIM£, UNIQUE, STATE OR LOCALLY IMPORTANT -
i FARMLANDS IN THE OPERATING UNIT? YES---- NO--'-
WILL THE ACTION RESULT IN SODBUSTING? YES----
If yes to any of these questions, refer to form NC-CPA-16
I for policy sources. The form does not need to be
I completed.
ODOR CONTROL ---- - - ---- . --- - - `-- HAS ODOR. CONTROL BEEN DISCUSSED WITH PRODUCER........
.•......PREDOMINANT WIND DIRECTION? YES----"' NO ----
•.......POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT. /L9. OF ANIMAL?
........ PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY?
YES---- NO----
........ USING GOOD SOUND JUDGMENT IN ✓
i LAND APPLICATION OF WASTE? YES---- NO ----
Page 2

DOES PNODUCCA OWN LSOUGH LAND TO P #0PEJkLY LAND✓
APPLY WASTE? YES---- NO----
IF.NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? ;ES____ NO ----
IF LAND IS NOT OWNED.BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTAC1RED I
IS SOIL SUITABLE FOR LAGOON? YES---'t-- - No------
ISA CLAY LINER REQUIRED? YES------ NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUESTIONABLE-------
IS A CORE TRENCH REQUIRED? YES------ NO------
J tAttach sail investigation ah*t to site evaluation.)
SITE APPROVED YES-=� - NO------ CONDITIONAL-------- !
COMMENTS--S=�-� � So Cwx.p�.d,-----------------
------------------ ---------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE £VALUATION BE INVALIDATED.
SIGNATURN---�L - vVl t4A'-by
--------------- DATL�-
` , <
V. /
Page 3

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rINAL CONSTRUCTION CHEtK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAMEiLl- &:: - - --.
SIZE-OF-OPFRATION = tom- - ' - - FARROW TO FEEDER -
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY P66W6CD FEEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK, DATA
TBM ELEVATIONO FEET
- -- - - : AS DESIGNED AS BUILT
INSIDE-TOP-DIIVIF.ISi :Tom`�-
DIKE TOP WIDTH'.._
TOP OF DIKE
BOTTOM OF LAGOON .- - 7, O 7. 0- -
INSIDE SIDESLOPE
OUTSIDE-SIDESLOPE-
PIPE INVERT - J 7i 0
CLAY LINER/CORE TRENCH//,Q
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES 2N0
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS ( /i A P �� rY rr A�
ti
SIGNATURE ( TLE—DL DATE
a x `

--f I
�C

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width _ 1A ,
«rI
Pit
it Pipe (Needs to be adequately
supported)
Y V
Settled Top Elevation Ztftv
Pipe Invert Elevation
5$•0
++ ss 3 /
11 SS 3 SS 3 :L
TREATMENT
i LAGOON
i�
�i Depth = /0.
Bottom $levation yo
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:3-J11w ra 4hm Date: a o
County: Sa,n So n
Address: eearstrn
rgo`
J
E114 TM
SI Of SLOPE !-To 1 /
W /
` Ave. TOP ELEv.
4,0
■' 4EGtoT�r ELE1r,
(SM b.dt for voiLve miculatia+s)
Use of facility:
Capacity:
Soil Typo: a
Bench Dark Doom
r6M .*SSU1fl,6 0 ELf v 5-11.00
Bottom
tdc rma 1 Liquid Level
Storage for normal Precip.
=ximm Liquid Level
25 yr. Storm Storage
Crest tSM
East . Floe' Depth
Freeboard
Top of Dam
on& _ 7800,0 Ft3
Elev.
g7.a
$lev.
7. D
M
Ft.
Zlevi.
M
7
�Ft.
_
El e�► .
'
M
Ft.
M
11 3
.
Elev.—
& Y. a

4
WASTE MANAGEMENT SYSTEM
FOR
BILLY DRAUGHON
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
lei A 12019
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

162
' O J ro
= \\' t
i
7 A
3151
26
�'. .
�I l Cem �'
Fi2di0 ]f 3 9 N-
�. .us C — LAn7.-1 Tc�wer.� ��
La v4 Sax NZ i
. tj
Cem �- r
187
7
"r
P. 1 '
� -7 r� J • � � (e315' I `
� c)ak
725
` ~
Cem
_ i 12f5 7N^�t��_ ' it ! Mt P1fa�i1M - '� \+•~_�

SCS-ENG•534 U. S. DEPARTMENT OF AURICULIUNE
Rev. 5.70 $OIL CONSERVATION SERVICE
Cnu INVMTMIATInN Tn nFTERMINE SUITAEILITY OF PROPOSED POND SITE
WATERSHED AREA MEASMENtM
CROPLAND -ACRES PASTURE -ACRES! ■
•.. . POND CLASS 1,16) z
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (ApproiL WAIG 111--feet)
Locate reference point in center line of dam and identify on sketch.
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:.. PROFILE
Make and Ust dam -site and spillway borings first- then pondod arm and borrow pit borings -sevarato with vartkal red line.
(Continued on bark where necessary) Show water table elevations on dam-sitit borings.
IpM
on
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MVMD-- CL.Ait ICATi0N DATA SHEET FOR M
Lank- ter BI I D r auh Cnty Sa sari
Community or Sroup No.
Conservation Plan ft.
Estimated Depth of dater to Top of Daum Ft. Length of Flood Pol Ft.
Date of Field Hazard Investigation4 1'i -
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
st, rTev. :Est. eva 3 on
Kind of :Improvements: of Breach
Reach: Length: width: Slope: Land Use Improvements Above :Floodwater Above
Flood plain: Flood Plafn
Ft. Ft. �t. t.
• Yb l an �1
1 gOO
2
3 ,
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach a SUDDEW EATI "RE OF SIR' -ICIURE WILL N0T ENDANGER
LIFE OR DAMAGE PUBLIC TRANS PORTAION. D0 ' -1b 7r; b, +o �eQYS("in S"Mp
Se I31g.
Hazard Classification of Dam JD b, c) (see NEM-Part 520.21)
Dam Classification ID 9 III, IV, V)
By-__vm
name
Concurred By
name
e
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date WAO.W
Date

Operator:BILLY DRAUGHON County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other :
Date: 6/28/94
1200 feet
x 1417
lbs. =
0
lbs
x 522
lbs. =
0
lbs
x 135
lbs. =
0
lbs
x 433
lbs. =
0
lbs
x 30
lbs. =
78000
lbs
0
lbs
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 190.0
Inside top width (feet)---------------------- 140.0
Top of dike elevation (feet)----------------- 60.0
Bottom of lagoon elevation (feet)------------ 48.0
Freeboard (feet)----------------------------- 1.3
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 3.0 182.2 132.2 10.7
AREA OF TOP
LENGTH * WIDTH =
182.2 132.2 24086.84 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
118.0 68.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
150.1 100.1
8024 (AREA OF BOTTOM)
60100.04 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24086.8 60100.0 8024.0 1.8
Total Designed Volume Available=164442.74 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 140.0 26600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26600.0 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 = 78000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 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 or excess water. Flush systemE
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 15516.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15516.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15517
cubic
feet
5D.
15517
cubic
feet

6. SUMMARY
7
Temporary storage period____________________> 180
Rainfall in excess of evaporation=====______> 7.0
25 year - 24 hour rainfall__________________> 7.0
Freeboard___________________________________> 1.3
Side slopes___ _____________________________> 3.0
Inside top length___________________ -------- > 190.0
Inside top width____________________________> 140.0
Top of dike elevation_______________________> 60.0
Bottom of lagoon elevation__________________> 48.0
Total required volume_______________________> 128081
Actual design volume________________________>164442.74
Seasonal high watertable elevation (SHWT)===> 50.0
Stop pumping elev.__________________________> 56.1
Must be > or = to the SHWT elev.====______> 50.0
Must be > or = to min. req. treatment el.=> 54.0
Required minimum treatment volume=====______> 78000
Volume at stop pumping elevation=====_______> 107982
Start pumping elev._________________________> 58.0
Must be at bottom of freeboard & 25 yr. rainfall
days
inches
inches
feet
. 1
feet
feet
f eet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
Actual volume less 25 yr - 24 hr rainfall===> 148926 cu.
Volume at start pumping elevation=====______> 148040 cu.
Required volume to be pumped________________> 34565 cu.
Actual volume to be pumped__________________> 40058 cu.
Min. thickness of soil liner when required=d=> 1.8 feet
DESIGNED BY: `3 9N llhea'&4 APPROVED B_Y:,.(Q��rnp�
DATE: �C %a� /9� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ft.
ft.
ft.
ft,

WASTE UTILIZATION PLAN
FOR
BILLY DRAUGHON
ROUTE 6 BOX 287
CLINTON NC 28328
April 20, 1994
Your animal waste utilization plan has been specifically
developed for your 5200 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types; crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
----------------------=--------------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
�-5200 -WEAN-TO-FEEDER 765 3978
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
SOIL
ACRES
CROP
CROPCODE
3190
----------------------------------------------------------------------------
1
WaB
11
HYBRID BERMUDAGRASS HAY
BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP SOIL YIELD UNITS TOTAL N *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY WaB 4.7 TONS 235 0 140 - 160
-----------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
7----------------------------------------------------------------------------
CROP WASTE APPL TYPE WASTE N COMM N MONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE LB/AC LB/AC ANIMAL WASTE
3190 1 BH IRRIGATE SWINE 235 0 APRIL TO OCT
-----------------------------------------------------------------------------

The acres, crops., and application method shown in the preceding tables will
accommodate approximately 5385.4 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
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S�
Concurred in by: Date 2
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OH-IRM 2/15/88
Billy Draughon
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer K. York Checker
Date 06/27/94 Date
Job Number 031
*******************************************************************************
Bot
Left
Right
Off-CL
Width
SS
SS
(ft)
68
3:1
3:1
96.0
68
3:1
3:1
96.0
LAGOON EXCAVATION, 140x190
** EXCAVATION **
CL Dist
Area Volume
Sta (ft)
(SgFt) (Cu.Yds)
0+42
868.1
58
1744.1
1+00
755.7
86
68 3:1 3:1 96.0 1+86 746.6
4136.6
** FILL **
Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Billy Draughon
US Department of Agriculture
Soil Conservation Service
in
Sampson County, North Carblina
Designer : K. York Checker _
Date , : 06/27/94 Date
Job Number 031
LAGOON EXCAVATION, 140x190
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to 1+86 c\3c168/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station +42
ORIGINAL DATA:
0.0 / 58.4 100.0 / 57.5 200.0 / 56.2 300.0 / 54.6
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 57.3 100.0 / 56.5 200.0 / 55.4 300.0 / 54.8
SECTION NUMBER 3
Centerline Station 1+86
ORIGINAL DATA:
0.0 / 56.8 100.0 / 56.1 200.0 / 56.0 300.0 / 56.5