820108_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 ally necessayy corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0108
2. FacilityName: Heil F,, Lucas Farm #1 & #2
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 2000 New Hope Church R
City: Turkey State:
Tel hone Number: 910-990-0496 Ext E-mail:
Certificate Of Coverage Number:
NC
5. Facility's Physical Address: 2000 New Hope -Church R-d
City: Turkey 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 (ifthere is not an Integrator, write "None"):
10. Operator Name (OIC): Philiv B. Sanderson
11. Lessee's Name (if there is not a Lessee, write "Nime"):
14erw, P fmcwz
Philip B Sanderson
910-296-7431 Ext.
Murph�: -Brown LLC
Phone No.: 910-296-7431
12. Indicate animal operation type and number:
Cuff entY.-ermit: Operations Type Allowable Count
Swine - Feeder to Finish 7,344
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifei
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
AWS820108
Zip: 28393
Zip: 28393
OIC #: 19113
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
Wk
APR 12 Z019
wa"OrQuality
RVgj0Mj0p9mdonsS9C*0

13. Waste Treatment and Storage Lagoons
corrections and provide missing data.)
Structure
Name
2349
2350
49
49
50
50
(Verify the following information is accurate and complete. Make all necessary
Estimated
Design Freeboard
Estimated
Liner Type
Surface Area
"Redline"
Date
(Clay, Synthetic,
Capacity
(Square Feet)
(Inches)
Built
Unknown)
(Cubic Feet)
19.00
19.50
19.00
86,249 .00
19.50
87,120.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC -General Statutes 14-1-215.10C(d) to the.address below.
The CAWMP must include the following components:
I . The most re ent Waste Utilization Plan (WUP), signed b, thq owner and �acerti�fiedtech�nical s �e�-ialisl containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows'for every crop utilized in the WUP
h. The required NRCS Standard specifications -
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control'Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Opei�iion and Maintenance Plan
tt L
if your CAWMP'includes any components not shown on this list, please include the additional components with your submi a
(e.g. qqm waste transfe�s, etc.)
p9q
ir�g, di esters,
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' khowingly .'makes any false statement,
representation, or certification in any application may � be subject to civil penalties up'tb 1�5-10__OJO per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $iO,000 or imprisonment of not more than 5 years, or both for
a similar offense.) � -.- !:, 1: ' ...
Printed Name of - Signing Official (Landowner, -or tif multiple - Landowners all - landQwhers.. sho.uld. , �ign. If Landowner is a
corporation, signature should be by a prindipal exedutive officer of the corporation):
Name: A, Title:
Signature: Date: 13 - .2 S,
Name: Title: ,
Signature: Date:
Name:
Signature:
Title:
,,:Date.:
TM,COWLETED APPLICATION-SHOULDBE SENT TO,THF,:F _LLOW-I NG ADDRESS:
EQ-:Ij'IkR
Animal Feeding Operations Program
j630,Mail-Service-Center,
Raleigh,�North Carofina;,2769
9
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
covernor
MICHAELS. REGAN
Secretary
LINDA CULPEPPER
DT"Clor
Henry P Lucas
Henry Lucas Farm #1 & #2
2000 New Hope Church Rd
Turkey, NC 28393
co
t
NORTH CAROLINA
EnvIronmenta[Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
RECENI-I)INComom
APR, 12 2019
WoterQualit,
Regional OpMdona Secdo
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 hf-LPs://deq,nc.,,, ibout/divisions Iter-resources A!����ijs/afb or by writing or calling:
0
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
Ln order to assure your continued coverage under the State Non -Discharge General Permits Ou mu t submit an a li tion for
liermit coverage tn th. n;­:_:__ - .
Exi)irina qtntp osed you will find a "R -uest for Certifi Faci Coy-eredby an
neral Permit." The ;lIprilicatiOn form must be iiompleted. sgne _[Jt!!� 11 rcuth
Please nnLe that-y9il —Must At�� if-,
Certified Animal Waste Man 2ern
On form. A list of ite PU Lefl! LCII! MAEL-with the
apDlication form. I d
e renewa
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
result in assessments Of civil penalties Of up to $25,000 per day. u
Operation of your facility without coverage under a valid general permit would constit te a violation of NCGS 143-215.1 and could
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.
SiCc-erely,_
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (W/o enclosures): fAlt9odlig Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820108
Murphy-Bro)�nLLC
No rt.� Ca po �aa Dsoa q
F -
51-2 N. Sa zb t; r., ' M'Z"' 'f Er"Forrr-m-ftta Qua 't:? I D.V_s:oiz ofWater Rs_ourzes
St. I JR-1Z Iva S-wv ze c-aftte
ria North Car� -,.Is

Certified Animal Waste Management Plan
Grower(s):
Farm Name:
Countv:
Farm
Henry Lucas, Jr.
Henry Lucas 1&2
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 7344
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
> 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 i mportant 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
Z
for pollution, the -Waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will &onserVe nutrients and reduce odor problems.
1 of 8

Certified Animal Waste Management Plan
methods in the future, you need to revise this plan. Nutrient levels.for different application
methods are not the same.
The estimated acres needed to apply the -animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft. tons7 etc.):
I I
VV45te r1roau''ceal -erAnimai Total
Farrow to Wean- 3212 gal/yr gal/ r
Farrow to Feeder 5 "yr
4015 ga /yr gal/yr
Farrow to Finish 10585 gal/yr gal/yr
Wean to Feeder 2�2 3 7gal/yr gal/yr
Feeder to Finish 986 gal/yr 7,241,184 gal/yr
Total 7.241-184 nalArr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Nitr'11:111 111,1111ill 111' Ji P111 1,11''111'��i,iill!!�i��!1!'!���, �erAnl!�Mal Total
5.4 1 7b-ss/yr lbs/yr
Farrow to Feeder 6.5 lbs/yr lbs/yr
Farrow to Finish 26 lbs/yr lbs/yr
�b �yr
Wean to Feeder 0.48 lbs/yr lbs/yr
Feeder to Finish 2.3 lbs/yr 16,891 lbs/yr
Total 16.891 ihs/vi
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 65.5
Total N Required 1st Year: 19138.925
Total N Required 2nd Year: 18241.6
Average Annual Nitrogen Requirement of Crops: 18,690.26
Total Nitrogen Produced by Farm: 16,891.20
Nitrogen Balance for Crops: (1,799.06)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified c . rop rotation schedule for this
facility.
2 of 8

Reception Area Specifications Year 1 of a 2 year crop rotation
Certified Animal Waste Management Plan
r n r
MIN LbsN Total Ibs N12nd
�s IAC Utilized
Crop Timeto 2ndCroV2ndCFrop LbsW/Ac LbsN TotallbsN
Code Apply Yield Ilbs N/Unit Residual /Ac Utill7ed
3(a) of 8

4 03 1
SEEM
3(b) of 8

Certified Animal Waste Management Plan
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require farrbers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach matudty, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cuffing small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N /ton
C
Hybrid Bermudagrass - Hay
50 lbs N /ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N /ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N I ton
H
Fescue - Hay
50 lbs N /ton
I
Oats
1.3 lbs N I bushel
J
Rye
2.4 lbs N bushel
.K,
Small Grain - Grazed
50 lbs N acre
L
Small Grain - Hay
50 lbs N acre
N4
Grain Sorghum
2.5 lbs N cwt
N
Wm�t - -
2.4 lbs N bushel
0
Soybean
4.0 lbs N bushel
P
Pine Trees
40 lbs N acre / yr
Acres shown in the preceding table 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 th.an the acres shown in the tables.
See attached map showindthe fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
Certified Animal Waste Management Plan
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total6-r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
7344 Feeder to Finish
0.36 2643.84
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2643.84 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 13219.2 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 44 acreas of land. If you apply the sludge
td corn at a rate of 125 pounds per acre, you will need 105.7536 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
prodtide'r and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*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 of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >1 80 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply'the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Certified Animal Waste Management Plan
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
inches
8077
1
WaB
C
0.6
1
8077
2
WaB
D
0.6
1
8077
2A
WaB
C
0.6
1
8077
3
WaB
C
0.6
1
8077
4
WaB
C
0.6
1
SubFields
8077
Subl
WaB
C
0.6 1
8077
Sub2
WaB
D
0.6
8077
Sub2A
WaB
C
0.6
8077
Sub3
WaB
C
0.6 1
8077
Sub4
WaB
C
0.6 1
6 of 8

Certified Animal Waste Management Plan
Subfields are the total field acreage minus the the wetted acres. The
subfields plus the wetted acreage.for each field will be used with Aerway
applications.
7 of 8

Certified Animal Waste Management Plan
Name of Farm: Henry Lucas 1&2
Owner: . Henry Lucas, Jr.
Manager: Phillip Sanderson
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to thi's plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner: Henry Lucas, Jr.
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Phillip Sanderson
Todd Rowe, CCA
4471 Rains Crossroads Road
Princeton, NC 27569
Telephone: [phone]
X/ - 141-,4 5
I -VA
Date
-1/ -/C/- 0 5
Date
Date
8 of 8

NRCS WASTE UTILIZATION PLAN
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 surface 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, he/she 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 �pplication. No ponding should occur in order to control odor or flies.
8 Animal waste shall noi be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NRCS WASTE UTILIZATION PLAN
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
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 the crop or forages breaking
dormancy.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer- perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer4han 25 feet to perennial waters. (See Standard 393 - Filter Strips).
Animal waste shall not be applied closer than 100 feet to wells.
12
Animal waste shall not be applied closer than 200 feet of dwellings other than those
13 -owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
15 discharge or by over-sprayinR. 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 grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
16 not be discharged into the animal waste management system.
APR 12 2019
waterQuality
Regional Opemtlons SeCtiOn 2 of 3

NRCS WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 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.
18 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.
19 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 propellant with no further applications animal waste
during the. crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary stoTage (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.
21 Waste shall be tested within 69 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.
22
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

Henry Lucas 1 and 2
Field 4
Wetted Acres: 10.3
SuM Acres: 2.1
Well
Houses and
Lagoon
..........
10.6 Acres
Field 1
Wetted Acres: 8.13
Subl Acres: 2,47
12.4 Acres
10. 0 Acres)
11Z
(--H,6uses and
agoon
18.2 Acres
14 , 3 Acres
Field 2
Wetted Acres: 12.83
Sub2 Acres: 1.47
Field 2A,
Wetted Acres: 15.12
Sub2A Acres: 3.08
Field 3 N
Wetted Acres: 8.51
Sub3 Acres: 1.49

This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is lealdag, overflowing, or rupning off the site':
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note. any obvious- damages.
Step (3) Contact appropriate personnel and agencies.
Murphy FamilyFarms: 800-311-9458or9lO-289-6439 (See Land &Nutrient Management
phone list attached)
Department Of Environmental Management (DEM) Regional Office:
CA, 0) -1100
DEM after hours -emergency-- — 919-733-3942
Local Emergency management Systenx___
Local Natu-ral Resource Conservation Service:
Local Cooperative Extension Service ---
Local Soil and Water Conservation District:
Local dift-moving&eavy equipment companies:
Name
2.
3-
Lo cal contract pumpingrn-rigation equipment comp anies:
Name-
Bhone
2.
3-
Phone 9
5V - '57"7 0 3'
Step (4) Implement procedures -as advised by IVIFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to Prevent future problems.
Note L_ See ANF Environmental Emergency Procedures -Flowchart attacked
Note 2: Seepages 89-91 of the Cerfification Training Mamralf
or more d
eta,&.

occurs which has p(
ENVIRONMENTAL
EMERGENCY for affecting water
PROCEDURES Contact WF
Servicepe
7irson
Lagoon dike has
breached/broken out
'an a temporary
be built to stop Construct
discharge? temporary
51 dike.
No
an the discharge Yes Take measuri
lent be contained o necessary, to
property? contain spill.
%oontact personnel in -
Land & Nutrient Alngt
EleaVY5Equipmeut
ServicP erson
PYr,.=-d Manager
�L-agoon level has
suddently dropped
Nifthout irrigating. �
an you identi No
the discharge
outlet?
Land & Nurriew Managetnent CerrUicarion Manual
Irrigation/flush systems
malfunctioned creating
a significant leak.
you capable T no
'It
,Ping source I _f
Yes
I
Yes
Obtain
Take a on
Attempt to
an repairs es
materials
you stop th to s
contain
efflu ent
made by farm
and make
discharge? I
on
personnel?
neces!ary
property.
tpersonnel
repaws.
No
No
LNM &
contact INM
Heavy Erquipment,
and
personnel, service
Pyramid
lCall
Person and
Manager -
production
manager.
Monitor situation
until help arrives.
In-ccrt.doc: 03/29196 64 QMURPHY FAMILY FARMS

Land & Nutrient Management Cerlification Manual
LNM personnel assess
options and call DEM.
I i I
"helicopter �eed"cli�. yes� Contact LNM to
assess containmenf> dispatch helicopter
options? (available within 30
minutes).
I INO
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
tnmemdoc- 03129/% 65 QMURPHY FAMILY FARMS

Swine"Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
varmstead a Swine production
surfaces
Floor su
body a Dirty manure -'covered
animals
o Wet manure -covered floors
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
ury Iloors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
C3 Underfloor ventilation for drvina
-Ma--nu're collection a —Urine —Frequent mantire removal by flush, pit recharge,
pits. a Partial microbial or scrape
decomposition 0 Underfloor ventilation
_Ve­ntil� tio—nexhaust a V)Iatile gases Fan maintenance
fians a Dust Efficient air movement
Indoor surfaces a Dust �f Washdown betwee'n groups of animals
IX Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
�-Iush U �ks ��,�Ag�itatio �of recyclfeii Tlagoon 0 Flush tank covers
liquid while tanks are filling 11 Extend fill lines to near bottom of 6fiks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Yr�ac�ticcs
Flush alleys 0 Agitation during wastewater C3 Underfloor flush with underfloor ventilation
conveyance
Nit, —recharge points 0 Agitation of recycled lagoon 11 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siplion vents,
U-11 —stations
* Agitation during sump tank C3 Sump tank covers
filling and drawdown
5-Litside —drain * �Agitation du—ring-
-.ollection or conveyance wastewater 0 Box covers
ititiction boxes
—Agitati�n—du—ring wastewater Exte-n--d discharge point o fp i—pesund-erneatli
A lagoon k�
conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions
* Biological mixing
* Agitation
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
C3 Mechanical aeration
11 Proven biological additives
Irrig
—rMinimuin recommended operating pressure
rrigation sprinkler- *—High prmsure —agitation Irrigate on dry days with little or no wind
iozzles Wind drift
NPump intake ne"ar lagoon liquid surface
C3 Pump from second-stage.lagoon

Swine Farm Waste Management Odor Control Checklist
-----------------
Source Cause BMPs to Minimize Odor
Site Specific Practices
Poorly maintained access Farm access road maintenance
public roads from roads
farm access
Additional Information:
Swi ie Manure Manag—em—en—t, —020-0R—ule/BMP —Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush—Lagpon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheei
Controlling Odor's frod ' -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; PRO 107, 1995 Conference Proceedings
Available Fi rom:
NCSU, County Ext�n`si�_n —Center—'
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperativp Exteinsion

J�
Insect C'O'ptrdl Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
'lush gutters Accumulation of sorids —1% Flush system is designed and operated
-XI sufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids at
discharge
agoons a nd pits Crusted solids 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
.xcessive vegetative Decaying vegetation )!4' Maintain vegetative control along banks —of
rowth lagoons and other im oundments to prevent
P
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
eeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
)(Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
el

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especial. . ly important to manage
levels to that you do not have problems during extended. rainy and wet.periods.
Maximum storage. capacity should be avallableiri the lagoon for periods when- the receiving crop is
dormant (Such as In -for berm rass
Wirit6rd 6 udag ot When thereare extended -rainy spells such as a
thunderstorm season in fh6--summertim.e.. Thi
is means -that at the first sign of plant growth in the
later winter / early spring, irrigil -ding to a farm waste management plan sh uld be done
ation accor .
0
Whenever the land in dry enough to receive lagoon liquid. This will make stora e space -available
9
inthe lagoon for future - :,t pOn d
We 0 S. In the late summer 1 early fall the l8goon'should-be purnped
down -to the lowl marker (see Figure 2-1) tor 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 maximurn storage capacity before starting to:irrigated does
not leave room for -storing excess water-duririg extended wet periods. Overflow -from thelagoon for
any reason except a 25-year, 24�h6ur storm is a Violation of -state law And subject to pe -aity
action. n
The. routine Maintenance.of a lagoon involves the follow nw
Maintenance.of a vegetative cover for the dam. Fescue or common bermuda
grass
are the mostcornmon vegetative covers. Thevegetation should be fertilized each
year, if needed, to maintain a vigorous stand. e
The amount of fertili.z d 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 area . s should . be
fertilized.with, 800 pounds Per acre of 40-10-10., or equivalent.
Brush and trees on the embanki-nefit 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
condit . ion&are favorable for heavy - year and Possibly twim in years that Weather
vegetative growth.
NOTE: If vegetation is controlled by. spra ing, the. h rbicide must n
yl ot be allowed to enter the
lagoon water. Such chernicals:0-ould harm the bacteria in the lagoon -that are treating the waste.
Maintenance inspections of the entire' lagoon should be rhade during the initial filling -of the -lagoon
and at least monthly and after major rain -fall and storm events. Items to be 'checked shodd
include, as -a minimum, thefollowing-'
Waste -Inlet Pipes, Recyciin Plpes,and.
1. . se . paration of joints. 9 Overflow Pipes -- look for:
2. cracks or tweaks
3. accumulation of salts or minerals
4. overallcondition'of-pipes
2

Lagoon surface --- look for:
11 .. undesirab - le - vegetative growth
2. floating or lodged debris
.Embankment r- look for:
1 . settlement, cracking, or "jug" holes
2. side slope stability -- slurn
ps or b.ulges
3. wet ordamp areas on the back Slope
4. erosion -due to lack or vegetation or as.a result of wave action
5. rodent- damage
Larger lagoons. may besubject to liner damage. due to wave action caused by strong
winds. These waves can ierode the. lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation Will reduce the- potential darriage u - ed ib -
ca s y wave
action. -ilf Wave action causes serious damage to 'a lagoon sidew 11, baff
i . M. -fles 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 wi . th.desidn-and
construction of waste lagoons. You may need to provide a temporary fix if thereis a
threat of a Waste discharge. However, a. permanent solution should be reviewed by t . he
technical expert. Any diggin.g into a lagoon dam with heavy equipmen . t is a se . r I ious
undertaking With potentially serious consequences. and should not. be. conducted Unless
recommended b n - late technical expert,
.y a. aPpropr
TranOer Plumps - check for proper operafion of:
1. recyclin pumps
. . .9
2. irrigation pumps
Check for.leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount ofvibration, may indicate that the pump is in need o . f rep ir
a or
replacement.
NOTE: Pumping systems 'Should be inspected:and operated frequently enough §o-that
yo u are not. completely "surprised" by -equipment failure. You should perform your
purhoing 8ystern- maintenance -at a time when your lagoon is at its low level.. This will
allow some safety time should major repairs b requi . red, Having a nearl
e y full lagoon is
not the time to think about 1 switching,. repairing,, or -borrowing pumps. Probably, If your
lagoon is- fu 11, your neighbor's lagoon
it full also. You should consider maintaining an
inventory of spare parts or pumps.
0. -Surface water diversion features. are designed to carry all sur . face drainage
waters (suc 1h as rainfall runoff, roof drainage, gutter outlets, and parking lot
ruino!) away from your lagoon and other waste it . reotMerit or storage
structures. The only water that should be Corning from yo rl'
u agoOn is that
Which comes from your flushing (washing) system pi.pes.-and the rainfall that
hits the lagoon dir 0
- i -ectly. You sh uld inspect yourdiversioin system for the
foll6wi
ng,
I. adequatevegetation
2. diversion capacity
3. ridge berm height

ldentified problerns should be corrected promptly. A is advisable to inspect:your-.system
during or immediately following a. heavy ra n.
i. If tochnica assistance is needed to
determine. prpper solutions, consult with- appropriate experts,
You should record the level of the lagoon just prior to - en in is predicted, and then
wh ra
record the level again 4 to 6 hours -after the ra.in (jassumes-there is no pumping). This will
give you an idea of how.much your lagoon level will rise with a certa . in rain . fallamount
(you. must also be recording your rainfall for this to- work). Knowing this. should help in
planning irrigation. applications and storage. If your lagoon nses excessively, you -may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon O.peration
Startup, -
Immediately after construction establish a c
ornplete sod cover on bare -soil
suffaces-to-a-void erosion.
2. Fill new lagoon design treatment volume. at least half full of water before waste
loading begins, taking care n.Qt 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 Iini . ng.
4. When possible, begi n loading ne.w lagoons in the spring to maximize bacterial
establishment (due to- warmer weather).
5. It i's recommended that a new lagoon be seeded with sludge� from. a healthy
working swine. lagoon in the arhG'Unt of 0.25 percent of the. full -lagoon liquid
volume. This seeding should occur at least -two weeks prior to the -addition . of
wastewater.
6. Maintain a periodic checkon the lagoon. liquid pH.. If the pHfalls.below7.0, add
agricultural time at the rate of 1 poUnd per 10.00 cubic.feet of lagoon liquid volume
until the pH rises'above 7.0. Optimum lagoon tiqUid pH is between 7.5 and &0,
7. A -dark color lack of bubbling, and ex�cessiveodorsi nals inadequate biological
9
activity. Consultation With a technical specialist is recommended if t . hose
conditions ocour-for prolonged periods, esp
eciallyiduelng'the warm season.
Loading*
The More frequently and regular I ly 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 build'
ings are
drained and recharged -each day, 'also work well.

Practice water conservation — minimize building water usa
ge and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
Water: conservation.
Minirnize feed wastage -and spillage by keeping feeders adjusted. This will.reduce
.the amount of solids entering. the la'goon.
Management:
aintain lagoon liquid level between the -permanent storage ievel and the full
temporary storage level.
Place visible. ma.rkers or stakes �on the lagoon bank.to show the. minimum. liquid level
and the maximum liquid level. (Figure.2-1).
Staft irrigating at the earliest possible -date in the �spnh based on nutrient
-.9 -
requirements and soil moisture -so that temporary storage will be maximized for the.
Summer thunderstorm Season. Similarly, irrigate in the late summer / early. fall to
provide maximum: lagoon storage for the winter.
The lagoon liquid level should never be closer than I -foot to the lowest point of the
dam or embankment.
Don -not pump the. lagoon liquid level. lower than the permanent- storage level unless
you are removingSlud e,
.9-7
Locate -float purno 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, mold d
e
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.
Vaintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not-allow-trees.or large bushes to. grow on.lagoon clamor embankment.
Remove sludge from.the lagoon either whery the. slud e storage capacity is full or
9
before it4ills 50 percent of the permanent. storage volume.
If animal,production is to be terrninated, the - ow.ner.is responsible for obtaining and
implemeriting aclosure plan to eliminate the possibility.of a pollutant discharge.
Sl udge Removal:
Rate of lagoon-sludoe buildup can be reduced by:
5

proper lagoon sizing,.
mechanical solids
separation of flushed waste,
appropriately designed basin, or
gravity settling. of flushed waste solids in an
minimizing f6ed Wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term wilk�
have more nutrients;
ha�e. more odor, and
require more land to properly use the nutdents.
Removal techniques-�.
0 Hire acustom applicator.
Mix the sludge and la
gopri liquid with a chopper - agitator impeller p.- mp throu
u . gh large
bore sprink4pr irrigation -system,onto- nearby. cro I nd; an soil incorporate.
pa d
Dewatpr th.e.upper part� of laigoon. by irrigation onto nearby cro land Or forageland; mix
p
remaining sludge; pump into liquid.sluoge applicator;haul and:spread onto cropland or
forageland;'aind soil incorporate.
Dewater the upper -part -of lagoon by irrigation onto nearby cropland or forageland;
dredge slUdge'frorn lagoon With dragline or sludge:barge; berm an. areabesi I de :lagoon
to receive the sludge so that liquids can drain back.
into lagoon.; allow sludge to
dewater; haul and.s.prbad v0th rnanure spreader onto cropland or fortigeland; 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 . contatin different
nutrient and metal values from the liquid. The application of -the sludge to -fWds will be
limited by these nutrients as well as any previous w ste application . s to that. -field and
a
Crop requirement. Waste application rates Will be discussed in detail . in Chapter 3.
When removing Sludge, y u 'u'
o m st also pay attention to. the liner to prevent 1damage.
Close attention by the pumper or drag4ine operator will ensure that the Jagoon liner
remains in -tact. If you see.soi Imater . ial or the synthetic liner material -being disturbed, y . ou.
should stop the activity immediately and not resu -me unti . I you are sure tha - t s
the ' ludge
can be re i moved without liner injury. If *the liner is d'a Imaged it must be repaired as..soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heay.y.metal
conlerit than liquid ' Because of th.1s it should probably be applied to- land With low
ph*osphorusland metal levels', as indicated . by a soil tdit, and in
corporated to reduce the
chance of erosion. Note that 'if the sludge is applied to fields With very hi
igh soil4est
phosphors, it should be applied only at rates equal.to -the crop removal of phosphorus.
As with otherwastes, always have your lagoon sl I udge . analyzed for . its . nutrieht-valuO.
.6

The application of -sludge will increase the amour t- of odor at the waste appfication site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the. concern of neighbors.
Post;iblle Causes of Lagoon Failure
Lagoon failures result in the unp - fanned discharge of wastewater from' the structure..
Types of fall'ures -include leakage ithrough the bottorn or! a . ides, overtopping., and breach
of the dam. Assuming propw desig n- and con - struction, the owner has the responsibility
,for ensuring structure safety. Items which: may.lead. to lag . con failures include:
Modification.of the lagoon structure — an example Is -the pla' miant of a pipe in the
ce
dam Wthout proper design and construction. (Consult an expert' in 'lagoon design
before placing any pipes. in dams.)
Lagppn:liqu - Idlevels highlevels are. a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Uner integrity m- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is all -owed to overtopr the dam, the moving water will soon cause
gullies to. form i n t he dam. Once this damage starts, it can quibkly cause ai large
discharge of wastewater and possible -dam failure.
7

System Callibratidn
Information presented in manufacturers charts are based on average operation
conditions -with relatively neweqUipment. Discharge rates and application rates change
over time as equipment gets older and Porn.ponents-wear. In particular,- pqrrip We I ar
tends to reduce operating pressure- and flow.. With continued use, nozzle Wear results. in
an. Increase in the nozzle opening which -Will increase the discharge rate whil I e
decreasing the wetted diameter.
You should be. aware that o
perating the system differently than assumed in the d i
esign
will alter the application rate, diameter of coveragei and subsequently the. application
uniformity. 1ror example, operating the system With excessive � pressure resu Its in sm- a I'ler
Opplets, -greater potential for drift, and accelerate$ wear of the sprinkler nozzle,
Glogglingi of:nozzles can res- ult in pressure increase. Plugged intakes or crystallization -of
Mainlines will reduce operating pressure.. -Operating below d . esign pressure greatly
reduces the coverage diameter. -and application uniformity.
For the above reason, you shoul&calibrate your equipment On a regular �basis to ensure
proper application rates and uniformity. Calibration -at least once every three years is
r I ecommended. Calibration involves collecting and measuring flow at several locations in
the. applic ti*
a on area. Any number of- containers can be used to dollect flow and
determine the:application rate. Rain gaugeswqrk be
st because they already have a
graduated scale from Which to read the -
application arribunt without having to perform
additional calculations. Hownever, p;ans, -plastic buckets, jars,.or anything with a uniform
opening and cross-sedion can I be. used prov! . ded the I . iqu . id. collected can be easily
transferred to a scaled container for measuring.
For_�tationgry sprinklers, collection containers shoul . d. be located . randomly th ughout,
.. . . . . TO
the. application area at several distances from: sprinklers. For traveling guns, sprinklers
should be located a long a transect perpendicular to the direction of pull. S
et out
collection. containers 25 feet apart along tl�e transect on both, sides of the gun cart. You
should compute: the average application rate for I-1 n n I 'r ity of the applic tion. On
a o u:h fo m a
a windless day, Variation between containers of more than 30 percent is cause Jor
concern. You -Should contact your irrigation dealer or t6phnical specialist for assistance.
*Raprinted for Ceffification Training for-Opetatidns of Animal. Waste Management Systems Manual
I

Vemion —N.ovm ber 26 .2018
M0 anagement..Methods
indicate.which method(s) will be implemented
When selecting m6lt661e methods indicate a -primary versus secondary option.
Meftds other than -those ifisted must -be approved by -the 9tate Veter-inairlan.
Frimiry
Secohdary
Rou tine Mortality
B - uridl three feet beneath the -surface of the groundwithin 24. hours of knowledQe Of animal
. . .. - � - -I ­ .. � - - . . ..
death. Theburial. beatleast3
must 00.f6eifr6.
m i8ny flowing -stream or public body of water
.
(0.8.106-40*. The-bottofri-of the burialpit-should be at least 6ne.--foot:above the seasonal
high watertable. Attach burial location map and p . lan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
138.0200.
Rendering at a rendering plant licensed. underG.S. 106-16.8.7.
Complete: incinerationacc6rditig- to 02 NCAG 52C .01:02.
A composting systern. eipproved'arid.,permitted by the NC.Department of Agriculture,& Con-
Sdivi6aii'Ve.
sum- er c ost� 10'a, I
If-domp w rib uted off -farm,
additional To. s. must bejY**"' permit ls-t" d from NC -
In the case of dead poultry only, placing in a disposal -pit -of a size and design approved by the
NC Dep artment of Agric-ulture: & Consumer Services (G.S. 106-549.70).
Any method which, jin.the professional Opinion of1heiState Veterinarian, would make possible
the -salvage of part of a dead animal's value without endange gNimanoranimalhealth;
rin
(Written approval by the State Veterinarian must . �q attached).
Mass Mortality Plan
Mast mortality plans are required for farms covered by an NPDE$ per m-it. These plans are
also recommended for -all a
nirnal opera6 ns. This plan outlines farm -specific mortality rnan�
10
agement m.ethods-to be used for mass mortality. The'NCDA&CS Veterinary I)i . visi -on sup-
ports a variety of emergency mortality disposal opjioh�; contact the Division for �guidance.
w A. catastrophic mortality disposal plan is part of.the facility's CAWMP
and is activated
when. numbers of dead anim -specified by the State
pis eXceed normal: mortality rates as
Veterinarian.
0 Burial must be -done in accordance with I�C. General Statutes and NCDA&CS Veterinary
Division regiulations-and . :guj - dan . ce.
0 Mass burial sites ore subject to additional permit conditions (rpfer to facility's animal
waste management systern permit)-
0 In the event0firrirnineritt hreat'of a disease emergency, the State Veterinarian may enact
additional temporary - procedures ormeasures for disposal according tO,G.-S. 106-�99.4.
ature of Farm Own
Signature of Tecbnical Specialist
Date
6
Date

I
02301
;Dperator:DAVID LOCKAMY County: SAMPSON Date: 11/26/91
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
sows
(farrow to
feeder>
x 522
lbs.
0
lbs
3672
head
(finishing
only)
x 135
lbs.
495720
lbs
0
sows
<farrow to
wean)
x 433
lbs.
0
lbs
0
head
(wean to feeder)
x 30
lbs.
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW5 = 495720 lbs
-1
,�L . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 4957'20 lbs. SSLW x Treatment Volume(CF>/Ib. SSLW
Treatment Volume(CF)/lb. SSLW= I CF/lb. SSLW
Volume.= 495720 cubic feet
3. STORAGE VOLUME -FOR SLUDGE ACCUMULATION
Volume 0.0 cubeic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 3 5:_:�)f e e t Inside top width i 2b_0_._6T_fe e
Top of dike at elevation 54.0 feet
Freeboard 1.3 feet ; Side slopes . 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevatidn 52.7 feet
Bottom of lagoon elevation 42.0 feet
Seasonal high water table elevation 44.0 feet
Tot?di design volume using prismoidal formula
1�SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 428.5 193.5 10.7
AREA OF TOP
LENGTH * WIDTH
428.5 193.5
AREA OF BOTTOM
LENGTH * WIDTH
375.0 140.0
AREA OF MIDSECTION
z
LENGTH * WIDTH�';k 4
401.8 166.8
82914.8 (AREA OF TOP)
52500.0 (AREA OF BOTTOM)
267967.3 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
82914.8 267967.3 52500.0 1.8
VOLUME OF LA�OON AT TOTAL DESIGN LIQUID LEVEL CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
435.0 200.0 87000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 87000.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 121058 cubic feet
5B. Volume. of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Voll�ume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 50750.0 cubic feet

3D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / I.'- inches per foot * DA
Volume = 50750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 50750 cubic feet
5D. 50750 cubic feet
TOTAL 2225-58 cubic feet
S. SUMMARY
Total required volume 718278 cubic feet
Total design volume avail. 719365 cubic feet
Min. req. treatment volume plus sludge accumulation 495720 cubic fee
At elev. 50.0 feet ; Volume is 506667 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 668615 cubic feet
At elev. 52.0 feet ; Volume is 662083 cubic feet (start pumping)
Seasonal high water -table elevation 44.0 feet
7. DES I GNED_,_.§Y - APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
the amount of fresh water adde'd to the system.
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 that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attach-ed waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump—oult of +he lagoon when fluid level reaches eleva—
tion 52.0 as marked by permanent markers. Stop pump —out when
the fluid level reaches elevation 50.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) '_ inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon,mowed annually. Vegetation should be fertilized as needed
to maintai n a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
<SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE <TEMPORARY VEGETATION>
SEEDING DATES: DECEMBER I TO MARCH 30
LBS- --------------------------------------------
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS-)/ACREl
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
;iECEM-ap
APR 12 2019
WawQuality
ReWomjop=doftSeCWn

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
C I ear i ng:
All trees and brush shall 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. 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.
Cut—off Trench:
---------------
A cut—off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills 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
includelten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, -they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compac�_-__��:d` with a suitable material (ie—CL,SC,CH) . Refer -to the soils
invest�igation 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
construction.

.91 �q-
62-35'40
Operator:H-LUCUS
County: SAMPSON
Date:
11/07/94
Distance to nearest residence
(other
than owner):
2000.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
firfish)-
x 1417
lbs.
0
lbs
0 sows (farrow to
feeder)
x 522
lbs.
0
lbs
3672 head (finishing
only)
x 135
lbs.
495720
lbs
0 sows (farrow to
wean)
x 433
lbs.
0
lbs
0 head (wean to feeder)
x 30
lbs.
0
lbs
Descr-ibe other
0
Total Average Live Weight
495720
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
325.0
Inside top width (feet) ----------------------
325.0
Top of dike elevation (feet) -----------------
112.0
Bottom of lagoon elevation (feet) ------------
101.8
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 : I
c.
Total design volume using prismoidal formula
/SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 319.0
319.0 9.2
AREA OF TOP
LENGTH * WIDTH
319.0 319.0
101761 (AREA OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH
263.8
263.8
69590 (AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
WIDTH * 4
291. 4
291.-A
339656 (AREA
OF MIDSECTION * 4)
CU. FT.
=—[AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM) DEPTH/6
101761.0
339655.8
1 69590.4 1.5
Total Designed Volume
Available 783544 C'U. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
325.0 325.0 105625.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 105625.0 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 = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 905515 gals. or 121058.2 cubic feet
5B. Volume of vash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Voflume = 0.0 gallons/day 180 days storage/7.48 gallons
Vol,ume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 61614.6 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 66015.6 cubic"feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
5B.
0
cubic
feet
5C.
61615
cubic
feet
5D.
66016
cubic
feet
TOTAL 248686 cubic feet
G. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
1.0 feet
Side 3.0 : I
Inside top length===========================> 325.0 feet
Inside top 325.0 feet
Top of dike elevation=======================> 112.0 feet
Bottom of lagoon elevation==================> 101.8 feet
Total required volume=======================> 744408 cu. ft.
Actual design 783544 cu. ft.
Seasonal high watertable elevation (SHWT)===> 108.0 feet
Stop pumping 108.3 feet
Must be > or = to the SHWT elev.==========> 108.0 feet
Must be > or = to min. req. treatment el.=> 107.8 feet
Rip�q.pired minimum treatment vo.lume===========> 495720 cu. ft.
V6-lume at stop pumping elev.ation============> 525259 cu. ft.
Start pumping 110.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 717529 cu. ft.
Volume at start pumping elevation===========> 713246 cu. ft.
Required volume to be -pumped================> 182673 cu. ft.
Actual volume planned to be pumped==========> 187987 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
1
7. DESIGNED BY: G�L APPROVED BY: t10A
/I 4QJ
DATE: 1tj'-7t-jj- DATE: 11/-7/R4
NOTE: SEE ATTACRED WASTE UTILIZATION PLAN
COMMENTS:

Alt
4-P
if �c #I
%NOV-
Ye

14
000,
ID

f7

I
3f�
2-2

Henry Lucas 1 and 2.-
Field 4
Wetted Acres: 10.3
SuM Acres: 2.1."...
Well
F�wou�' s,, and.�
Lagdon^".,,
10.6 Acres
Field 1
Wetted Acres: 8.13
Subl Acres: 2.47
12.4 Acres
0-
14.3 Acres
WW e 11,
- .
RrRrRr
Rr
-,- ­6� . a
Ar.
1. &M, i rim - - -
WH
P
16.2 Acres
�).O Acres
Field 3
W atted Acres;: 8.51
Sub3 Acres: 1.419
Field 2
Wetted Acres: 12.83
Sub2 Acres: 1.47
Field 2A
Wetted Acres: 15.12
,Sub2A Acres: 3.08
N

ReIdAlyficsi
—P—,i�,-j Quick Map
Grower: Henry Lucas Farm: Henry Field: 3 - Henry
Label
L�mm
Red
12.12
Blue
11.62
Green
14.11
Purple
9.95
Light Blue
9.95
Notes:
Lucas Farms
ZOUU New Hope Chucn R . oad i2i26ii8 01:59 PM
Turkey, NC 28393 1/2
j 96-7431
.Lv-" 0