820102_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste. Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0102 Certificate Of Coverage Number:
2. Facility Name: flmm� Best Farm
3. Landowner's Name (same as on the Waste Management Plan): James B'Best-
4. Landowner's Mailing Address: 4230 Church Rd
City: Clinton State: NC
Telephone Number: 910-567-5106 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 828 Bud Johnson Rd
City: Newton Grove State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): James B. Best
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Murphv-Brown LLC
Phone No.: 910-591-8282
Allowable Count
3,672
AWS820102
Zip: 28328
Zip: 28366
OIC #: 19807
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
BeefBroad Cow
Wet Poultr;
Gilts
Other
Non Laying Pullet
Other
Layers
APR 0 5 2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerfzry
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
James B Best
Jimmy Best Farm
4230 Church Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://dN.nc.�,,ov/about/divisions/Water-res.ources/�ater-qualit�-reRional-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 vour continued coverae�e under the State Non-Discharee General Permits, You must submit an a flication for
permit coverAU to 1he Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currentl) Covered by an
E2Miring State Non -Discharge General Permit." The ipplication form must be completed, signed and returned b_y April 3. 2019.
Please note that %ou must include one (1) copv of the Certified Animal Waste Manap-ement Plan (CAWMPI with the
completed and sipned application form. A list of items included in the CAWMP can be found on page 2 of the renew
application form,
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
z'
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Faettevill Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820102
Murphy -Brown LLC
Nort� Caro na Dsoartmerttaf Envr-Dr,,rre,,,ta ,�ua TY I D vso,.t ofWat*r Resaarzes
=1
512 N. Sa sb a r.y it I 1EZE M a IF a eg�, North Caro P. a 276:59-1463S
91R.707 �KOO

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)
7 / el -3-3
130,680.00
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 143-215.10C(d) to the address below.
The CAWNT must include the following components:
1 . The most recent Waste Utilization Plan (WUP), signed b-, the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the VIUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
El F] 13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A coinposting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case -of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPIDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
_Z
Date
Date

WA
PRODUCER: Jimmy Best Farm
LOCATION: 4230 Church Rd.
Clinton, NC 28398
TELEPNONE: [phone]
TYPE OPERATION: feeder -finish
NUMBER OF ANIMALS: 3672
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors- are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The. estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page I

SS TEP�
Amount of Waste Produced Per Year (gallons. ft. tons, etc.)
3,672 animals X 1.9 (tons) waste/animallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,672 animals X 2.3 lbs. PANIanimal/year
Guide Std. 633)
6,977 (tons) waste/year.
8,446 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Tract
Field
Soil
Table 1:
Crop
A RE WNED BY SRODUCER
C 7P
LbS.t Acres Lbs. N Mont� of
#
T3016
T3016
T3016
T3016
T3016
No.
I -F
2 T
3 4
4 f+
5 14
Type
NoA
NoA
NoA
NoA
NoA
Bermuda(H)
—Bermuda(
Bermuda(H)
Bermuda(H)
[Bermuda(H)
Per Acre
305
305
305
305
305,
5.54
4.98
4.69
5A3
5.24
Utilized Application
1690.615: March - Sept.20
1518.29 March - Sept.
1431.67 March -Sept.
1656.15 March - Sept.
1597.2851 March - Seot.
T3016 1-5 JNoA Small Grain 1 501 25.881 1294.11 Ser)t. - Aoril
Total 1 25.881
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based realistic yield expectation,
NOTE., The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Paqe 2

WA--
45 TE
Table 2., ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 9,188
Table 2
Total 9,188
Amount of N Produced 8,446
Surplus or Deficit (743)
NOTE., The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

-JOW:PL AAN
OOTE,, UnLo 1ZAT
See attached map showing the Fields to he used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate fln[Hr) Amniint (in I
All
NoA
Bermuda
0.5
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every g MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation -*see lagoon desic, .
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted'acres. Small grain may be grazed.
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surf -ace water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, hefshe shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
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, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

�i
REQUIRED SPECIFICATIONS
(continued)
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 - The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
minimum and a suitable winter cover crop planted to take 0
high Potential for leaching. Waste nutrient loading rates on these soils should b held to a
up reloaaed nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
Any new -swine facility Sited on or after October 1, 1995 shall Comply with th
The outer Perimeter of the land area onto which waste is applied from e following:
component of a swine farm shall be at least So feet from a lagoon that is a
an anY residential property boundary
and from any Perennial stream or river (other than irrigation ditc
waste other than swine waste from h or canal
app facilities - Animal
lied closer than 25 feet to Perennial wa sited on or after October 1, 1995), shall not be
ters. (See Standard 393 - Filter Strips).
Animal waste shall not be applied closer than 100 feet tq Wp
Animal waste shall not be applied closer than 200
awn9d by the landowner- feet of dwellinas other than those
14 Waste shall be applied in a manner not to reach other Property and Public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to Prior converted wetlands
Provided they have been approved as a land application site by a "technical specialist,,.
Animal waste shall not be applied on grass:ed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from
not be discharged into the animal waste management system.
washdown facilities, showers ol ets, sinks, etc., shall
Page 6

'13UZ- A RL A
AR TEU ON -P
72_
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas 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. 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 pre -plant with no further applications 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 for 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

04M P! t', _4
U-T.1" Al
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Jimmv Best Farm
Ownerl Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Jimmy Best
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 West Wards Bridge Rd.
Signaturt
Page 8

V
SyE-tern Calibration
Inf&mation presented in manuf3acturer's charts are based -on average operat! -on
tonditions with relatively new-iquipment- Discharge rates and -application rates
changeover time as equipment] jets older and components wear. Inparticular,
pump wear tends to reduce opirating pressure and flow. With continued use,
nozzle wear results in an incr�js4 in the nozzle oplening which will increase the
discharge rate while decreasin� �e wetted diameter.
You should be aware that ope ting the system differently than assumed fn the
design will alter the applicatio� rate, diameter of coverage, and subsequently Ithe
application uniformity. For ex mple-, operating the system with excessive pressure
results in smaller droplets, greater potontial for drift, and accelerate's wear of the
sprinkler nozzle. Clogging or nozzles can result in pr:eissure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure- Operating
below design pressure greatly reduces the coverage diameter and appl-ication
unilormity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. C�liblration at least once every
three years is recommended. Calibration involves collecting and me'asuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated sca!e frorn, which to read the application amount
without having to perform additional calculations. However, pans, plasti-c buckets,
jars, or anything with a unifQrm (�paning and cross-section car, be used providea
the liquid collected can be easily transferred to a scaled container for measurling.
For stationary sprinklers, collection containers should be located randomly -
throughout tke application area at several distances from sprinklers. For travel ing,
guns, sprinklers should be located alonga transect perpendicular to the direction of
pull. Set out collection containers 25 feet Zipart along the transect on both sides of.
the gun cart. You should compute the average application rate for a.[
nonuniformity ofthe application. On a windless day, variation between containers
of more than 30 Percent is cause for concern. You should contact your irrigation
deater or technical specialist for assistance.
*RePrinted far Certific2tionTraining fct Operations of AnimalWaste Management Systerns Manu2l
201
Wow ("''Ay
4";W*A
�, I 00fe; C10,13 sea=

F-MERGENCY ACTION-PILIAN
cific emergency action plan for
Using this outline as guidance, you sh6uld deitelop a spe -orn
your waste handling system. This.. plan', will be impiamented in the event that waste�s f;
your operation are leaking, �overflowij-,q, or running off the site;' You should NOT wait
until wastes reach surface waters or lepve your property to . consider that you have a
problem. You should make eve e to ensure that this does not happen. This plan
should be avai-lable to all emplo7yees" r, the facility, as accidents, leaks, and breaks could
hdppen at any time. Your plan shout follow this format:
it
Stop the release of wastes'. Depending on the situation, this may or
I ed below -
may not be possible. Suggested responses to problems are list
a. Lagoon overflow -possible solutions are -
add soil to berm to temporarily increase elevation of dam -any
permanent alteration of the dam should be approved by a
qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers)�hold waste in
house if possible
call a pumping contractor entering lagoon
make sure no surface water is
NOTE: These activities sbould bestarted when your lagoon level has exceeded the
temporary storage level.
b, punoff from waSte application fieid�actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on
the field to reduce further runoff
incorporate waste
Leak -age from the waste distribution system.
a pipes and sprinklers -actions include:
stop recycle (flushing system) pump
stop irription pump
close valves to eliminate further discharge
separate pipes to create an air gal) and stop flow
flush syszem, housesl solids separators -actions include:
stop recycle (flushing system) purnp
stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
d. Leakage from base or sidewall of lagoon, Often these are seepage as
opposed to flowing leak-s-possible action*.
d. i a small well or ditch to catch all seepage, put in a
sImersible pump, and pump back into lagoon -
if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
plugged with clay soil
other holes may be likewise temporarily
*Lagoon PfOblems require the consultation of an individual -
experienced inithe design and installation of jagoons for permanent
repair measure�.-

r; 2, �; fl 2 1 T­;J1A %R" rs
Assess the extent the spill and- note ariy Obvious damages.
a. Did the waste re-ach, any surface waters?
b. Approximalle1v how much was relea'sed'and for what duration?
C. Any darnaoenotes, such as ernployee injury,fish kIlls, or�pr
damage? opert�
gent,
3. Contactapprop!iatea,. Ues.
a. During normal business hours-, call your DEM regional office, at'
910 486-1541, afterhours, emergency number:
V 8W 662-7956:
I Our phone c�ll should include- your' name, facility, telephone
number, the details of incident from item 2 above, the exact
location of the facility, and the location or
directio'n of movement of the spill, weather and wind
conditions, what corrective measures have been under I[aken,
and the seriousness of'the situation.
b. li Spill leaves, or is likely ro leave, property or enters surfacg
waters, call local emergency -management services (EMS) at
910 592-8996.
C. Instruct. EMS to cc.-Itact local Realih Department.
cl. Contact local Soil and Water Conservation District
Natural Resources Conservation Service office at 910 592-7963"0
and Cooperative Extension Serivice at 910 Sa2-7161.
adviceftechnical assistance.
e. it you are a contract swnne grovver associated with a swire cornippany
fritearator, contact the - mpany representative.
a 10
Implement procedures as advised by DEM and techn, fical a5sistance
algencies to rectify the damage, repair the system. and reasses5 the
waste management pplan to keep probiems,.-Vith release Gf wastes --orn
happenin-g a -air.,
SAMPSON COUNTY COOPERATIVE EXTENSION SERVICE
369 ROWAN ROAD
CLINTON, NC 28328
910 592-7161
SAMPSON COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
84 COUNTY COMPLEX ROAD
CLINTON, NC 28328
910 592-7963
SAMPSON COUNTY EMERGENCY MANAGEMENT SYSTEM
107 UNDERWOOD STRtET
-PO BOX 8
CLINTON, NC 28328
910 592-8996
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING, SUITE 714
FAYETTEVILLE, NC 28301-5043
910 486-1541

Y6
OPERATION & MAIN! FINANCE PLAN
Proper lagoon liquiclinnanagement should be a year-round priority:. It is especially�
important to managei.levels so that you do not -have -problems duimg extended t-ain'y and
wet Derlods,
Maximum storage ca acity should be available in the lagoon r periods when rhe�
to
rece;vjng crop is dor tnt.(such as wintertime for bermudagrass) or when th 1
ere are,
extended rainy spelli su'ch as the thunderstorm sea -son 'in the summertime. This mi�a'ns
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste managetent plan should be dong whi�never the land'is dry enough to'
receive lagoon, liquio. This will make storage space availabie in the lagoon for future wet
periods. in the late s�mmerlearlyfalll the lagoon should be pumped down to the lbw
marker (see Figure 2 11) to aliovv for winter storage. Ever� efforr shoold be made to
maintahn the lagoon cicise� to the minirnum Uquid level as long as the weather and waste
utilization plan will allow it.
Waidr,g until the lagoon has reached [f.5 maximum storage . capa-ity before starting to
CI L
irrigate does not leave room for storing excess wat;?Y- during, extended wet period�
Overflow from the lagoon for any reason ex-cept a 25-year, 24-hour storm is a viaiation of
state law and subject to penalty iction,
The routine maintenance of a lagoon involves the following:
Maintenance of a veggetative cover for the dam.
Fescue or comm. on berm'udagrass are the most common vegetative
covers. The vegetation should be fertilized each year, al needed, to
maintain a vigorous stand. The amount of feritillizer applied shouldbe
based on a soils tes, but -in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be ferti lized with 800- pounds per acre of 10-11 0-10, or
equivalent.
Brusih and trees or. the embankment must be controlied- 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
possi6ly twice in years that weather conditions Care favorable for
heavy vegetative arowth.
C�
I�C'E: i" vegetation is con+rolled bv Spravinbu, t1he he-bicirdle not be a . lovsed to en'er
L L
,he lagoon water. Such Chemicals co-Ild harm the bact eria in 'he iagocin thiat are treating
Nlairk,,tenance inspections of them entire liagoon should be m;ide durl.ng the lriirial f0ling -of
,�e lagoon and at least monthly and arter rnp-Jorrainfal! and storm event,,. Items to be
checked should include, as a minimrirn, the follovilng:
Waste Inlet Pipes, Recycling Pipes, and C)vPnI-,-,,.v P
0
separation ofJoints
c-acks or bi-eaLs
4ccurnulatiON, Of ,r -I-;r
1 0 ver- 11 condili­n o' pioes

ly-7
Lagoon surface —look for-
1. - undesirable vegetative growth
2. floating or lodged debris
Embank , ment—look for:
I 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 cif wave action
5. rodent damage
argor -lagoons may be sub'ect to liner damage due to wave action caused by strong
J
wincis. These waves can erode the lagoon sidewa'lls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the Potential damage caused by wave action, If
wave actioll causes serious damage to a lagoon s.idewall, 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
any of these features, you should call an appropriate ex ert familiar with design and �as
.onstruction of waste lagoons. You- may neled-.e-pr-oviTEe-a-tempo-rary fix-ifthere-ts a thre -at-
of awaste 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 setrious 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 it$ low level. This will allow �Ome
,ld major repairs be required. Having a nearly full lagoon is not the time
safety time shoL
to think about switching., repa or borro in
your neighbor's lagoon is full iling w, 9 Pumps. Probably, if Your lagoon is full,
Parta or pumps. also. You should consider maintaining an inventory of spare
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoffl away from your lagoon and other waste
treatment or storage 5tructures. The only water that should be
coming from your lagoon is that %,�hich comes from your flushing
(washing) system pipes and the rainfall tha' hits the lagoon directly.
YOU Should inspect your diversion system for the following:
1 . , ad�q L�ate vegetati on
2. diversion capacity
3. ridge berm height
0

i A 117
i.
(dentified 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'layo6n just prior to when rain isoredicted, and then
-record the level a gain 4- to 6 hours after -the rain (assumes- there is nip j"pumping). Thiswill
give you an idea of how much your lagoon level will rise with a cettain rainfall amount
(you must. also be recording your rainfall for this to work), Knowini this should help in
planning irrigation applications -and storage. If your lagoon rises exF4ssively, you may
have an i hfiow problemi from a -surface water diversion or there may �e seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup;
immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion -
Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking_car�! 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 alaximize
bacteria! establishment (due to warmer weather).
S. It is recommended that a new lagoon be seieded 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 pelor to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. if the pH fails below
7.0r, add agricultural lirne at the rate of I pound per 1300 cubic feet of
lagoon liquid volurne until the pH rises above 7.0. 0- ptimum 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, eSlDeCially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will functiom Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, ir,.-which one or more buildings are drained
and recharged each dayalso work well.
tvl__Drmz��Z'
APR r
i ,.� 2019

Practice water conservation —minimize building water.usage and
spillagelfrom leaking waterers, broken pipes and washdown through
proper miaintenance and water con5ervation.
Minim4q feed wastage and spillage by keeping feeders'adjusted. This
will redpte the amount of solids entering the lagoon
Management-.
Maintain'lla oon liquid level between the permanent storage level and
. 9
the full tdmporarv, storage level.
I
Place vikible markers or stakes on the lagoon bank to show the
minimuin liquid level and -the.maximurn liquid lever (Pigure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so thattemporary storage
will be maximized for the summer thunderstorm sea'son. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level -should-never be closer than I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower'that the permanent storage
level unless you are removing sludge.
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-sternmed forage or vegetation,
molded feed, plastic syringes, or other foreign materWs 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.
a
Do not allow trees or large bushes to grow on lagoon darn 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 p:an*to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge huildup can be reduced by:

1-19
Proper lagoon sizing,
mechanical sol-ids separation of flushed wast
gravity settling of flushed -waste solids in anaep'propriately de . signed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is re -moved annuatly rather th:
an stored long ter-y, will:
have more nutrients,
have more odor, and
require more land to PrOperly use the nutrienk
Removal techniques:
Hire a cuAorn applicator.
Mix the sludge and lagoon liquiCI with a chdi)Per-agitator impeller
and soil incorpora, I
PuMP through large -bore sprinkler irrigation system onto nearby Mpiand;
Dewater the Upper part Of lagoon by itrigation-onto nearby Cr6pland or
f0r2geland; Mix remaining sludge; pump into liquid sludge applicator; haul
and sPread onto cropland or forageland; andsoil incorporate.
Dewater the upper Part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon
sr with dragline or sludge barge; berm
an area beside lagoon to receive the Judge 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,
constituents just as YOU WO YOU must have the sludge material analyzed for waste
nutrient an uld Your lagoon water. The sludge will contain different
id metal Values from the liquid. The application of e sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
,re-qUirement. Waste application rates will be discussed in detail in Cha'Pter 1
When rem0v.!ng sludge, you must also Pay attention to the Ii
nerto Prevent damage. Close
attention by the Pumper or drag41ne operator will ensure that the
'nta&,- If You see soil material or the synthetic 1, lagoon liner remair,,s
iner material being disturbed, YOU should
stop the act'vitV immediately and not resume u I
removed with6ut finer injury, If the linerfsdin'!'you are sure that the sludge can be
Possible. I maged it must be repaired as soon as
Sludge removed from the'lagoon has a much higher phosphorus and heavy metal co
than liquid, Becau�e of this it shou'Id Probably he applied ntent
and metal levels, as indicated by to land with low phosphorus
erosion. Note that if the 51 a soil test, and incorporated to reduce the chance of
udge is applied to fields with very high soil
phosphores, it
aqual to the crop removal of phosphorus. As with other
should be applied only at rates a -test
wastes, always have your lag6on sludge anafyZed for its nutrient value.
The application of sludge 1
Extra preCaution should b w 11 the amount of odor at the waste aPPlication site,
e used to Observe the wind direction and other
Could increase the concern Of nei0ahbors. -conditions which

-5-
Possible Causes of Lagoon Failure
Lagoon failUrt!s result in the unplanned dischar e
of failures include leakage through the bott * g -Of wastewater from the stru-
0M orsides, overloppi �� re. Types
ng, and breI6 of the
darn. Assuming Proper design and Construction, the owner has the responsib
ensuring structure safety. items which- may lead to lagoon failures include: Ilify for
Modification"of the lagoon structure —an example is the placeme,P)t of a pipe
in the dam without proper design and construcLjol'). (Consult at) i?Xpert in
lagoon design 6efore 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 dama e during sludge
removal, or ruptyre from lowering lagoon liqui' 9
table. d level elow groundwoater
NOTE: If lagoon water is allowed to overtOD the darn, the mo '
ving-water will soon cause
gy1lies to form in the dam. Once this damag'estarts, it can quickly cause a iarge discharge
Ot wastewater and possible dam failure.

Swine Farm Waste. Management Odor� Control Checklist
Source Cause 13MPs to Minimize Odor Site Specific Practices
Storage lank or * Partial microbial 10 Bottom or midlevel loading
basin surface decomposition 0 Tank covers
• Mixing while filling C3 Basin surface mats of solids
• Agitation when emptying 0 Proven biological additives or oxidants
Settling basin 9 Partial microbial 0 Extend drainpipe outlets underneath liquid level
surface decomposition C1 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or * Agitation when spreading 0 Soil injection of slurry/sludges
sludgespreader * Volatile gas emissions 0 Wash residual manure from spreader after use
outlets
C3 Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while
slurry, or sludge on drying
field surfaces
Dead animals 9 Carcass decomposition
0 Soil injection of slurry/sludges
0 Soil incorporation within 48 hours
0 Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
17 Proper disposition of carcasses
Dead animal Carcass decomposition 0 Complete covering of carcasses in burial pits
disposal pits 0 Proper location/construction of disposal pits
Incinerators * Incomplete combustion C3 Secondary stack bumers
Standing water * Improper drainage 0--brade and landscape such that water drains away
around facilities * Microbial decomposition of from facilities
organic matter

Swine Farm Waste Management OdorControl Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
armstead Swine production 0 "Vegetative or wooded buffers
0 Recommended best management practices
01, �Good judgment and common sense
wimal body Dirty manure -covered 0 Dry floors
urfaces animals
'loor surfaces ri Wet manure -covered floors 7� Slotted floors
0 Waterers located over slotted floors
;Cg"� eders at high end of solid floors
I- PScrape manure buildup from floors
0 Underfloor ventilation for drying
Aanure collection Urine equent manure removal by flush, pit recharge,
)its
e Partial microbial
decomposition
or scrape
0 Underfloor ventilation
lentilation exhaust * Volatile gases 2'Fan maintenance
hns @ Dust "E icient air movement
ndoor surfaces 0 Dust
i'lush tanks Agitation of recycled lagoon
liquid while tanks are filling
Washdown between groups of animals
0 Feed additives
0 feeder covers
Mr -'Feed delivery downspout extenders to feeder
covers
13 Flush tank covers
0 Extend fill lines to near bottom of tanks with
anti -siphon vents
a

Ap
ccw
Swine Farm Waste Management Odor Control Checkllst�
Source Cause BMPs to Minimize Odor Site Specific Pr_Zct�lces
Flush alleys # Agitation during wastewater 3� Und'erfloor flush with underfloor ventilation
conveyance
Pit recharge points * Agitation of recycled lagoon C3 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations a Agitation during sump tank 0 Sump tank covers
filling and drawdDwn
Outside drain 9 Agitation during wastewater 0 Box covers
collection or conveyance
junction boxes
End of drainpipes * Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces * Volatile gas emissions
* Biological mixing
* Agitation
7- Proper lagoon liquid capacity
0--1c,orrect lagoon startup procedures
C3 Minimum surface area�to�.volume ratio
M"'Minimurn agitation when pumping
0 Mechanical aeration
13 Proven biological additives
Irrigation sprialder a High pressure agitation _0' Irrigate on dry days with little or no wind
nozzles * Wind drift CRIK'inimum recommended operating pressure
a_1P_"Ump intake near lagoon liquid surface
0 Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto o Poorly maintained access 7 Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist -,for Animal Operatlon&.
Source Cause BMPs-to- Control Insects ite Peci ic ractices
Liquid Systems
Flush gutters Accumulation of solids 71' Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids at
Lagoons and pits e Crusted solids 7 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative e Decaying vegetation i7M—aintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage 771, Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
39eurnulation of decaying wastage
2'Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checkllstibr Animat Operations,
Source Cause BMP6 to Control Insects Site Specifle Practices
Feed storage
I* Accumulations of feed
Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding Accumulations of animal C3 Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
a d' turbance by animals is minimal
J's'
M/'M'aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to I O-day interval during summer; 15 - to 3 O-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

3/1912019
828 Bud Johnson Rd - Google Maps
Go gle Maps
828 Bud Johnson Rd
I
828 Bud Johnson Rd
Newton Grove, NC 28366
5H72+3V Spiveys Corner, North Carolina
Photos
----- . . . . . . .
L
Imagery @2019 Google. MaA data @2019 Google
hftps:ltwww.google.comlmapslplacel828+Bud+Johnson+Rd,+Newton+Grove,+NC+283661@35.1619594,-78.4467716,587nVdata=!3ml!le3!4m5!3m4...112

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jimmy Best Farm
Address: 4230 Church Rd.
Clinton, NC 28328
Telephone: [phone]
Table I - Fleicj Specifications
County: Sampson
Date: 1/6/2003
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Tvne Slor)e % Croi)(s) ln/hr� flnnhi=0 1.nrvimnri+e
1
5.543
NoA
<5
Bermuda
0.5
.5-1
2
3
4.978
4.694
NoA
NoA
<5
<5
Bermuda
Bermuda
0.5
0.5
.5-1
.5-1
*tvvo part circle sprinklers
;eleven part circle sprinklers
4
5.43
NoA
<5
Bermuda
0.5
.5-1
5
5.237
NoA
<5
Bermuda
0,5
.5-1

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment
Senninger 7025(full throws); Senninger 7525(3/4 throws)
Operating Parameters
Wetted
Hydrant Specing(ft)
Application
Nozzle Operating Operating
Number of
Diameter
Along
Between
Rate
Diameter Pressure Time
Zone No.
(feet)
Pipelines
Pipelines
(h/hr)
(inches) at Gun(psi at Hydrant(hr.)
Comments -Acres per zone
1
9
134
73
82
0.21
1/4 55 2.33
5.64
2g
27
134
73
82
0.21
1/4 55 2.33
4.98
3
32
T3--4
73
82
0.21
1/4 55 2.33
4.69
4
33
134
73
82
0.21
1/4 55 2.33
5.43
5
34
134
73
82
0.21
1/4 55 2.33
5.24

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
__!EU2t!g2
13.4
Operating Pressure at Pump (psi)
Design Precipitation Rate (in/hr)
Hose Length (feet)
73.8
0.21
xxxxxxxx
Type of Speed CoTEensation
Pump Type (PTO, Engine, Electric)
xxxxxxxx
Electric
Pump Power Requirement �hp)
22.3
TABLE 5 - Thrust Block Specifications
4" piping(see calcu
THRUSTBLOCK
LOCATION
AREA (sq. ft.)
90 degree �end
2.59
Dead End
1.83
Tee
1.28
Gate Valve
1.83
45 degree bend
1.39
Page 1
lations)

SheetS
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1 . A scale drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

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ff's
Confinement Building
TYPICAL VIEW -OF A Ok—STAGE LAGOON SYSTDI
S-P'MD$OK co
Top Width -..LZ - _
x Fluid Elevation 51.c)
Pit
SS S S
/TREATMENT
Is LAGOON
Pipe (Needs to, be adequately Depth
supported)
Bottom Elevation 41-c
Settled Top Elevation 153.0
SS 3 :J

NAME: Kolv`o anu J/n^"y uyou
A}DRE5S: Route 2, C(inton,NC
lNTRODUCTION: '
--------------
Jimmy and Robin Best plan to construct facilities for 367L
finishing hogs. The contract will be with Murphy Farms.
Three houses will be constructed for total confinement a:d
. and recycle flushing under slats. All open land on the farm
(approx. 30 ac^) to be establishe6 in coastal bermuda for
!and appi\cation of wastes.
SITE CONDITIONS;
----------------
Thc farm is located approx|mateiy \es N. of L35 4-21. on
SR 1337. The topography is flat to gently s\opio8. A turkey
operation is located on the farm aou litter is carried to
other farms. Soil types range from we!} orained Norfolk to
poorly drained Rains. Distance to nearest dwelling not owned
by the Bests is approx. 1O00 feet' TYPE AND AND SIZE 3672 Finishing
OF OPERATION
DESIGNED BY Howard Hobson
DATE - 6/12/90
APPROVED BY
DATE ~ �
MANENT STORAGE
3672 Hogs x 135 !bs per hoS 1 Cu Ft per |b.
TEMPORARY STORAGE
495720 |bs of anima/ x 1.35 cu, ft. of waste per day
per 1000 lbs of animal wt. x 180 days
RAINFALL LESS EVAPORATION ^
7" X 94720 sq. ft. surface area per 12"pe7 K
RAINFALL - 25 YR. 1 DAY STORM
T" X 94720 sq' ft' of surface area per 12" per ft.
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
MANURE AND URINE PRODUCTION
3672 hogs x 2.1 tons per year
NITROGEN IN WASlE *
49572O >bs of animal x .48 Ibs x 365 day/yr.
per 1000 |bs of anima{ wt.
PHOSPHORUS IN WASTE
'—�495720 }bs of animal x .14 )bs x 365 day/yr.
per 1000 |bs of animal wt.
POTASSIUM IN WASTE
495720 lbs of animal x .21 \bs x 365 day/yr.
per 1000 lbs of animal wt.
P=
K=
/
495720 Cu .
Ft "
120460 Cu Ft vv�
55253 [u Ft~�~
671433 Cu Ft
24868 Cu Yds
'7 5-7 C 0�
675100 Cu Ft
25004 Cu Yds
7711 T./yr.
86850 |bs/yr.
25331 |bs/yr.
37997 ibs/yr.

a �
SLLD IN8 SPECIFICATIONS
A�EA TO DE SEEDED
PLY THE FULLO4IN8
3 AC.
3000
LBS.
8-8-8
FERTILIZER
a
TO�S
DULOMITIC LlMESTONE
0
BALES
SMALL
GRAIk STHA�
/ERT ALL WATER TO A STABLE OUTLET (see p|an)
THE NEAREST RESIDENCE IS l000 FT.
�.B.M. ^ �LEVATION 50.0�
DESCRIPTlON Nai\ in G" Sourw000 t'ee |ocated 30 feet N�st
of farm path.
^ ���
`'/`0 5 2019
WatevamWy

=,o
DEPTH [AREA OF TOP + AREA OF BOTTTOM + 4 X AREA OF MIDSECTION]
VOLUME= --------- -------------------------- -- ----------- -' -- ' - --
6.0 27 '
DEPTH [ L X Al + L X W + 4 X L X W ]
VOLUME= --------- .......................... ........... ..........
�T
l0.0 [ 173 X 500 + 113 X 440 + 4 X 143 X 4701
VOLLME= --------- .......................................... --------
6 27
10.0 [ 405060]
VCLU�� ~ --------- - ------
6 27
675100 CU. FT.
VOLUME = -----=---
27
VOLUME = 25004 CU.YDS.
94720 `'sq.ft.
671433 cu. ft. needed
INSIDE TOP MEASUREMENTS 185 FT. X 512 FT.
)E SLOPES 3:1
^

FOIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
Best Brothers
ADDRESS: Route 2
Clinton, NC
---- ---------------------------------
|STA.| END )SUM OK | DIS.( DOUBLE |
| ) AREA 1E.AREA | | VOLUMN |
--------------------------------------
11 501 01------- |----- |---------- :
|---- !------ | 911| 261 23606l
2| 76| 911|------- |----- |---------- |
|---- |------ | 18221 241 437281
3| 1001 911|------- |----- |---------- |
|---- |------ | 2301/ 1001 230100|
41 200: 1390|------- |----- |.......... |
|---- }------ | 33601 1001 336000;
51 3001 1970|------- >-----|---------- :
|----|------| 3396| 1001 339600|
61 4001 1426,------- ;----- |---------- !
|---- |------ | 23671 1001 236700|
T| 500| 941|------- |----- |------- r--|
|---- |------ | 18821 20| 37640|
81 5201 9411------- |----- |---------- |
|----|------\ 9411 251 235251
91 545| 0|------- |----- |---------- f
|------| 01 -540 W
zO| 0| 0|------- |----- |---------- i
|----|------| S| 0| 01,
Ill 01 0|------- 1----- (----------
------ | 11
12| 0| {))-------|----- ------'--|
0�
``�-------|-----|----------}
15| 5| �.-------�----- ----------�
�''------' ----—'--------<
17| a! 01- ----''------- --1
/----0/ o�
0; 01-------|-----/----------
------ | 0| 0| 0|
0!------- !-----|---------- 1
'--|------| 01 0| 0i
. (� 0|-------|-----�----------|
|- �------�-------|-----|----------|
110TAL | 1270979!
|---_ -----------_--------------------
DOUDLE VOL /2 = 635489.5 CU' FT.
----------
vOLUME OF EXCAVATION = 23536'6 Cu, YD9'
----------
C[MPUTED BY Howard Hobson DATE 6/21/90
--------------------- ---------

5 6 7 8 9
|-------- |--------
|------|-------- }---— —|-----|-----|-------|-----|----�
-----|'-----(-----|----|----�----|----|—__—�_—__|___—�
�—'---|-----|-----|------|----'|----|----|----|-------- |-----�
1 2 3 4 5 6 7 8 Y
|-----|-----|—'---|-----|-----�------|-------�----'�--__-(_—_---|
50,4( O.-0|
`-----|---'---------- |----->-----|----|-----|-----�----�'----'|
V| O| Oi 8�
1 2 3 4 5 6 7 8 9
-------/--------------|----|-----/---'--{------�-----_-�___—'�____—�
--'--'�'------�------!----|----�-----!-----|-----�-----�-----|
J40| 37��
F----�
�-----
1|
�4}R�
l|
18327
----�
|-----'
|----|
1| \4�l22�
|-----
2� �521�}
2|
2VVYA
3| 24500|
3|
21523
4< 21*V|
5| 0|
5|
1 71O0
O
2i
Ll��
3| 2T285�
3|
2337O
4� 29O70|
4|
1T340
y| C|
9|
0
)'----|
|'-------|
|-----
�-----
8�566

iUME: ABest Brothers 5—
P%�L : 4 + V Ul
4 5
6
1
50.41 5
V V,
4 Cl
z
4 r, I I
--------------------------
--------
0
A i
V
Ll GO
5
L
a----------------- -------- l -------- -------- --------
-------- -------- --------
411 . YO: 0 4M.' 50.�:
--------
--------
-------- -------- --------
--------
52
3-5
3-M 4-50 4&--'� 34 5
011
0;
0:
011
ZZ140!
-------
--------
--------
--------
--------
C
1
V i
5
v
9!
3 S I Ov
I

-� 4
U. S. DEPARTMENT OF AGRICULTURE NC-ENG-12
Soil Conservation Service Rev. 6182
EARTHWORK COMPUTATION SHEET
EARTH EMBANKMENT
Name
Address
Embankment:
STATION
Top
FILL
HEIGHT
(Feet)
Width
END AREA
(Sq.Ft.)
Side Slopes
sum OF DOUBLE
END AREAS DISTANCE VOLUME
(Sq-Ft.) (Feet) (CU.Pt.)
(AYEP AbE--,
7—
I. Double Volume of Fill + 2 = Cu. Ft.
2. Volume of embankment fill (line 1 —+27) Cu. Yds.
3. Allowance for settlement (5 or 10% of line 2) Cu. Yds.
4. Total cubic yards (line 2 + line 3) Cu. Yds.
Computed by (1�1 1- Date IZ-1 9 o

U. S. DEPART?WT OF AGRICULTURE
Soil Cons-ervation-Service
LOCATION CODE Zo 7 0
PLAN OF EXCAVATED WASTE STORAGE POND
NME be5-r- 5!�j0TktE-_k!5 ACP #
4u
/ 040
tw3/
____ LENGTH
NC-ENG-
5/83
DATE _(,P_(t3j90 DISTRICT a4MPSopq
S1 GE SLOPE
_]�_TO I
AVE. TOP
ELEV.
1AID SECT.ION 'k;,
___ /1
17—
AVE. BOTTOM ELEV.
LENGTH
Volume - depth Earea of top) + (area of bottom) + (4 x area midsection:)] Ct
6
Use of facility W -,Tp XpA,.rt4F _T_
Capacity
Gallons
volume Cost -sharing Cu. Ft.
SOil type —AL �C76
B_ M. description
8 " 1_�-ee
W en 4 F
Elev. �5 n - a 0
SUMARY
Bottom
Elev.
4-1
Normal liquid level
Elev.
S I
Storage for normal precip.(Ft)
+ Zp*_
Maximum liquid level
Elev.
Storage for:
25 yr. freq. precip.
(Ft.)
+ 1. C.
Crest ESW
Elev.
Stage (Ft.)
+
Freeboard (Ft.)
+
Top of Dam
Elev.