960030_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: 96-0030 Certificate Of Coverage Number:
W i)1; it -T AdCso,U
2. Facility Name: Dexter Jackson 21-26
3.. Landowner's Name (same as on the Waste Management Plan): Dexter Jackson
4. Landowner's Mailing Address: 122 Cox Pond Rd
City: Mount Olive State: NC
Telephone Number: R119-922-7861 Ext. E-mail:
5. Facility's Physical Address: 558 Country Club Rd
City: Mount Olive State:
6. County where Facility is located: Wayne
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): William L. Jackson
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:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to_FinislL
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
NC
William L Jackson
1 9 U
Prestage Farms Inc
Phone No.: 919-658-6717
Glenn Clifton
Allowable Count
4,280
AWS960030
Zip: 28365
Zip: 28365
OIC #: 19405
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses- Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
1/l/2000
3111
8,712.00
19.00
#2
6/14/1989
g 6—Sl7
34;848 A0
pp-o 19.00
#3
11/12/1991
(p Os—
74 5^zw
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b� the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application.field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

Waste Utilization Plan
Producer:
Dexter & William Jackson County: Wayne
Name of Farm:
Dexter Jackson 21-26 ._
Location:
814 Country Clu* b raa
Mt Olive NC 28365
Phone:
919-922-7861
Type of Operation:
Feed -Finish
Number of Animal:
4280
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year: 8132 ton/year
Amount of plant available N (PAN) produced/year: 9844 lbs./year
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 important in the 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 not be applied to land eroding at more 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 in runoff to the 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 crops production and to reduce the potential 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
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications 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. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Dexter Jackson 21-26
Page 2
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres,
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
2439
Pivot 1
Troup
CB/HAY
4.5
50
10.41
2342
MAR-SEP
225
Troup
SG/HAY
1.0
50
10.41
521
OCT-MAR
50
2439
Pivot 2
Wagram
CB/HAY
5.5
50
10.41
2863
MAR-SEP
275
Wagram
SG/HAY
1.0
50 110.41
521
OCT-MAR
50
2446
Pivot 3
Wagram
CORN
75
1.22
11.91
834
FEB15-JUN
70
Wagram
WHEAT
39
2.32
'11.91
1138
SEP-MAR
91
Wagram
SOYBEANS
23
3.98
11.91
1125
APR-SEP15
90f--
2446
1
Kenansville
CORN
80
1.22
1.03
80
FEB15-JUN
78
Kenansville
WHEAT,
35
2.32
1.03
83
SEP-MAR
81
Kenansville
SOYBEANS
25
3.98
1.03
103
APR-SEP15-
100
2446
2
Wagram
CORN
75
1.22
1.61
113
FEB15-JUN
70
Wagram
WHEAT
39
2.32
1.61
147
SEP-MAR
91
Wagram
SOYBEANS
23
1 3.98
1.611
145
APR-SEP15
90
Total 49.91 10014 lbs.
Available Nitrogen 9844 lbs.
Surplus or deficit -170 lbs.
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.
Lbs. N Per Ac. Reduced 20 Ibs/ac for residuals from previous crop
Acres are reduced on Pivot 3, Pull 1, and Pull 2 by half to allow for a two year rotation of corn, wheat and soybeans.
Use the following acres on IRR-2 form.
Field No.
Acres
Pivot 3
23.82
1
2.06
2
3.21
APR 0 2 2019'

Dexter Jackson 21-26 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers 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 bermudagrass), 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 to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting 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 mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
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 1541 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 7704 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 26
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 62
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
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

Dexter Jackson 21-26
Page 4
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 producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan -
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
2439
Pivot 1
Troup
CB/HAY
0.5
1.0
Troup
SG/HAY
0.5
1.0
2439
Pivot 2
Wagram
CB/HAY
0.5
1.0
Wagram
SG/HAY
0.5
1.0
2446
Pivot 3
Wagram
CORN
0.5
1.0
Wagram
WHEAT
0.5
1.0
Wagram
SOYBEANS
0.5
1.0
2446
1
Kenansville
CORN
0.5
1.0
Kenansville
WHEAT
0.5
1.0
Kenansville
SOYBEANS
0.5
1.0
2446
2
Wagram
CORN
0.5
1.0
Wagram
WHEAT
0.5
1.0
Wagram
SOYBEANS
0.5
1.0

ROY COOPER
Governor
MICHAEL S. REGAN
Semi
LINDA CULPEPPER
U rector
NORTH CAROLINA
Environmental Quality
February 27, 2019
Dexter Jackson
Dexter Jackson 21-26
122 Cox Pond Rd
Mount Olive, NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR ® 2 ZOIg
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deg.nc. ov/about/divisions/water-resources/water-oualit�_regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permitsyou must submit an Uplication for
ermit coverage to the Division. Enclosed you will find a "R uest for Certificate of Coverage Facility CurrentIv Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on passe 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
..
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washing on Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960030
PrestasL,e Farms Inc
North Ca rs na Depr rtmeat of Enrromrnents Que. ty I D uson ofWateT Res:w roes
r
51.2 N. Ss'zbary St. 1 16336 h1a SeiVm Center I Rsegh, NorthCaro'Az 27En-1£36
519.707 ,XO

Dexter Jackson 21-26
Page 5
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 limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Dexter Jackson 21-26 Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 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 that runoff
does not occur offsite or to the 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.
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 potentual 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.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial 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 closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

Dexter Jackson 21-26 Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste 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 causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation 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 evidences 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 illigal 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 vegetation 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 of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the 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 (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Dexter Jackson 21-26
Owner/Manager Agreement Dexter & William Jackson
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures 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 North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the 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 NCDWQ upon request.
Name of Facility Owner: Dexter & William Jackson
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: 910-596-S749
Address: P.O. Box 438
Clinton, NC 28329
Signature: � 4,Q.e.' CL �•.,
Date:
Date:
Date: Ylls11

ar
n;
s
3
a ,

t Reinke
MORE RIGHT THAN RAIN
Rainman irrigation
429 Huy 55 East
fv oun' Oiive.NG 28365
919-658-1412
r 4*1 �a Sar>
Grower:
System: Length
System Design 2 : 3/8/2011 529.00 ft
Spans SAC Area Total area including endgun
3 spans } 0 23.82 acres
51.00 ft
o.h.

3/14/2019
556 Country Club Rd - Google Maps
Goa ;gle Map 556 Country Club Rd
Imagery 02019 Google, Map data 02019 Google 500 ft
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USDA United States
Department of , Wayne CountyNorth Carolina ,
Agriculture �
Wayne
31
,I 8
del
0
Farm 13599
Tract 2446
2019 Program Year
CLU
Acres
HEL
Crop
31
2.94
NHEL
32
4.78
NHEL
34
2.37
UHEL
Noncro land
35
16.66
UHEL
Noncro land
46
0.39
UHEL
Noncro land
47
14.68
NHEL
48
20.39
NHEL
49
6.43
NHEL
Noncropland
Page Cropland Total: 42.79 acres
4� Map Created March 22, 2019
r _
I "r' Base Image Layer flown in 2018
C.
r . Common Land Unit
- - a Cropland
Non -Cropland
. _ Tract Boundary
"+ �'�y� - Wetland Determination Identifiers
"W.
• Restricted Use
` 0 175 350 700 0 Limited Restrictions
4r No
A Exempt from Conservation
;- feet Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as Wand assumes all risks associated with its use. the USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) forexact boundaries and determinations or contact NRCS.

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EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of. Water Resources (DWR)
Emergency Management System (EMS)'31— 1
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS) Q — — g
This plan will be implemented in the event that wastes from your operation are leaking;
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make 'every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) . Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste. pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leafs prior to restarting pumps.
November 23, 2016

d. Leakage from flush_ systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage asopposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch. all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.:
3). Have a professional. evaluate the condition; of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
P. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a fixture rain event cause the spill to reach surface waters?.
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached -surface waters?.
3. Contact appropriate agencies..
a. During normal business hours, call your DWR regional office, phone nurnber: a�
qqb _(9 1. After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that. have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone numb erA L�
IT31-11413 Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: ¢-3 I — ?-d-0
2 November 23, 2016

2) localSWCD office, phone number: -11
3) local NRCS office, phone number: qyQ �'�3y -
4. If none of the above works call 911 or the Sheriff s Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.:
a. Contractors Name:. 1 ((Astn L cti
b. Contractors Address: 1r 'u 1�C -,( O fj r, 4 k L,
c. Contractors Phone: C~I ,i J s 1
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name: 41 R cs
b. Phone: q19 - 7.3 4.5.281 EX t 3
7. Implement procedures as advised .by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated -
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at -
discharge
Lagoons and Pits • Crusted Solids Er Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation y Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
_ Dry Systems
Feeders • Feed Spillage Ef Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
Mccumulation of decaying wastage.
clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
_ during winter).
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewers 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.
- November 11, 1996, Page I

Source Cause BMPs to Control Insects. Site Specific Practices
Holding Areas • Accumulations of animal wastes
and feed wastage
IT Eliminate low areas that trip moisture along
fences and other locations where waste
accumulates and disturbance by animals is
ttinimal.
Maintain fence rows and fitter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for -and
remove or break up accumulated solids as
needed). _
Dry Manure Handling • Accumulations of animal wastes G Remove spillage on a routine basis (e.g., 7 -10
Systems day, interval during summer 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
' -November 11. 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
y Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access W Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/I3MP Packet NCSIJ, County Extension Center
Swine Production Farm Potential Odor Sources and Romedies; EBAE Fact Sheet NCSIJ—l3AE
Swale Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 N('SIJ-13AI;
Swine Production Facility Manure Management: Underfloor Flusli—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Trealment and Storage; EBAE- 103-83 NCSU-13AE
Calibration of Manure and Wastewater Application [-'quipment; EBAE Fact Sheet NCSIJ—I3AE
Controlling Odors from Swine Buildings; PI11-33 NCSU—Swine Extension
Vnvi►uu►,►cuial Assm-ance 11togram; NI'I'C Manual N.C. Pork Producers Assoc.
()pliuns for Managing Odor; a report iron the Swine Odor Task Force NCSU Agricultural Communications
tluismic t: Concerns in Animal Manure A4a11agement: Odors and Flies; PRO107, 1995 Conference Proceedings I-lorida Cooperative Extension

Swine Farm Waste Management Odor Control Checklist
Sor+rcc C.+++Se _ BMI's to Minimize Odor — Site Specific Practices
Farmstead Swine production C_l/Vegetative or wooded buffers
' tecommended best management practices
Good judgment and common sense
Animal body • Dirty manure -covered _ Dry floors
surfaces animals
Floor surfaces • Wet mantu-e-covered floot:s— Slotted floors
Pi/Waterers located over slotted floors
C1 Feeders at high end of solid floors
n Scrape manure buildup from floors
Cl Underfloor ventilation for drying
P't`"""e )cute _. frequent manure removal by flush, pit recharge,
t�it5 I'actial microhial or scrape
decomposition Cl I hiderfloor ventilation
VC11 1atiou -xlunist- - Volatile gases --- --------P Fan maintenance-
N"' Efficient air movement
111doc,r sill lacc,; Dust Washdown between groups of animals — -- -
F1 Feed additives
CI feeder covers
f-I Feed delivery downspout extenders to feeder
covers
I liisl, I;ucl;s - - Agiluliun of recycle,! lagnun —f-I Flush lank covers -
liquid whip tanks are lillint, f I Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater El Underfloor flush with underfloor ventilation
conveyance
Pit recharge points a Agitation of recycled lagoon n I?xtend recharge lines to near bottom of pits with
liquid while piss are filling anti -siphon vents
Lilt statio„ ; -- Agitation during sump Mink n Sump tank covers
tilling and drawdown
)utside d,ain ---
+ Agitation during wastewater
n
Box covers
,•nllcctiun „r
Conveyance
P,nr.tion l,,,xes
I „�I of d�,,i�,pipcs --
- -• At ilaliun during wuslewaler—
FI
I-sxtend discharge point of pipes underneath
At lagoon
conveyance
lagoon liquid level
�.al;,i�►n si„ facus
6PVolatile gas emissions -
—%roper lagoon liquid capacity
• !Biological mixing
FP
Correct lagoon startup procedures
• Agitation
inimum surface area -to -volume ratio
f-
Minimum agitation when pumping
171
Mechanical aeration
Cl
Proven biological additives
litigation sprinkler
• 1ligh pressure agitation --
n
Irrigate on dry days with little or no wind
nozzles
• Wind drift
Cl
Minimum recommended operating pressure
n
Pump intake near lagoon liquid surface
n
Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source y Cause BMPs to Minimize Odor Site Specific Practices
Storage lank or Partial microbial 11 Bottom or midlevel loading
basin surface decomposition [I% Tank covers
• Mixing while filling O Basin surface mats of solids - -
• Agitation when emptying 0 Proven biological additives or oxidants
Settling basin
surface
Manure, slurry, or
sludge spreader
outlets
Uncovered manure,
slurry, or sludge on
field surtal:es
Dead allitlials -
1 )talcl illlllllill -
Ilisilosa l hits
ltl�'lu<:Cul+ns
.`;l�slnlint; l;,II�I
• Partial microbial
decomposition
• Mixing while tilling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
• Volatile gas emissions while
drying
• Careass decomposltl011---
• Carcass decolllposltioll
• ILlcuullllctc conlbtl.Minn
• Illlllr�ll,u� Ilruinabe __.�.. .
f\liclul,iul �Icl'I,nll,osilion of
ull�.�ulic ul�lllcr
Cl Lxtend drainpipe outlets underneath liquid level
f-1 Remove settled solids regularly
D Soil injection of slurry/sludges
17 Wash residual manure from spreader after use
Cl Proven biological additives or oxidants
D Soil injection of slurry/sludges
Cl Soil incorporation within 48 hours
Cl Spread in thin uniform layers for rapid drying
Cl Proven biological additives or oxidants
W Proper disposition of carcasses
n Complete covering of carcasses in burial pits
n Proper location/constnlction of disposal pits
f"1 S ondary stack burners
Grade and landscape such that water drains away
front facilities

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an: NPDES permit. These plans are
also recommended for all animal operations. This'plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according -to G.S. 106-399.4.
< $,ignatu of Farm Owner/Manager
0061 5iinature of Technical Specialist
3/
f
! Date
'31 �23-!�
Date

COMPUTATION SHEET
SCS-ENG-533 Rev. 8-69
N. S. DEPARTMENT OF AGRICULTURE
SOIL_ CONSERVATION SERVICE
t r A
JECT
rVtla��= ,�i�r.:,��.9 - �'alA�'i� `�i-m�€�s'i'€Ji�'t:F-kN �I�-.�<_--'=`•N�c
d Iirlf>\ Z'le1Ksory
4TZRA Z OW
SHEET OF
4"7,90 r4PBA'G° "f A10 x=.Fi4EtZlto.t € oaf t�`i`a /itl r-l- -sp,
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COMPUTATION SHEET
SCS-EN"23 Rev. 6-69
u. S. DEPARrmENr OF AGRICULTURE
SOIL CONSERVATION SERVICE
DA
pleFi I/
lip, zao v- c-
SHEET OF
)illuav-, T,4ck.,oA,
VAAri 07 t� �
M,16AVATR
VoLkhrqkp- filfl- E'Y -1fi!*1"?';--'r-4^--'- i 1 i (:ems -7
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rR e 1, v eis 1;
PT. vfl-pt�i' —,Ffi=ml "e
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Pf�-FLIA'f ?t-Jr L
06:
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. s!L! -vo *eo hkIMLO-dw-V'F�
or- 09ACITY'l--k Plf-..'W-1& Np-::F-rkr-l� r--,c FAWH 1- N., A-7 -Ie-A�s 0p
A LS
40-hts f'oi �( -A
VE6�-ri'Mi0i'l
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.�
6C-c I F-5A L
,file imi—rt=-7; SH P-. L!- 5�'7-vr-r,-e RUA',� Ea —im 6� I-AAr. q - I Im I-n r-� L
OF 5;'OFT is nulm& mte�ft-,ZS' Wo il.:CY: !Tre
W I mi I m 110 001 '-'T,

., a - } u u • mow, +',},._� ... -. .. _ ..
6j,/I,aIx. JV-4Cl�so,v
gyrator: -T,-OW County: Wayne
Date:
10/01/91
�
Distance to nearest residence (other than
owner):
1100.0
feet
1.
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x
1417
lbs. _
0
Ibs
0 sows (farrow to feeder) r.
522
Ibs. =
0
Ibs
2880 head (finishing only) x
135
Ibs. _
3=8800
Ibs
0 sows (farrow to wean) :<
433
Ibs. -
0
Ibs
0 head (wean to feeder)
391
Ibs. -
0
Ibs
TOTAL STEADY STATE LIVE
WEIGHT
(SSLW) _
388800
I b s
L.
MINIMUM.REQUIRED TREATMENT VOLUME OF
LAGOON
Volume = 388800 tbs. SSLW x Treatment
Vo i ume (C:F) / 1 6 .
SSLW
Treatment Vo i ume (CF)/ 1 b. SSLW=
1 'C:F/ I b. SSLW
Volume = 388800 cubic feet
3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner- requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 265.0
feet ;
Inside top
width 137.5 feet
Top of dike at elevation
43.5
feet
Freeboard 1.0 feet ; Side
slopes
2.5 :
1 (Inside lagoon)
Total design lagoon i i qu i d
level at
e i evat i are
'" 4'Z.5 feet
Bottom of lagoon elevation
31.5
feet
Seasonal high water table elevation
32.0 feet
Total design volume using prismoidal
formula
SS/END1 SS/END'Z SS/SIDE1
SS/SIDE
LENGTH
WIDTH DEPTH
2.5 2.5 2.5
2.5
360.0
182.5
AREA OF TOP
LENGTH * WIDTH =
360.0 18z.51 65700.0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
305.0 127.5 38887.5 ( AREA i �F BOTTOM)
)
AREA OF MIDSECTION
LENGTH WIDTH * 4
332.5 155.0 206150.0 ( AREA OF MIDSECTION * 4 )
CU. FT. = CARE! TOP + (4*AREA MIDSECTION) + AREA L-OTTOMI * DEPTH/f,
65700.0 25: 6150.0 38887.5 1.2
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 5696S5 CU. FT.
M

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:.
Lagoon (top of 'dike )
Length * Width =
365.0 157.5 68437.5 square feet
Buildings (roof and lot water-)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 68437.5 square feet
Design temporary storage period to be
5A. Volume of waste produced
180 days.
Approximate daily production•, of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
_2. Volume of wash water
This is the amount of fresh water- used for washing flours or volume
of fresh water used for a -f l ush system. F i.ush syltems that rec i rcu i at::.
the lagoon, water- are accounted for in 5A.
Vo I ume = 0.0 gallons/day * 180 days storage/7.4: gal I ons
per C: F
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 39921.9 cubic feet
C

._oxy�: s;t n,;qp, Fcs, .e.�`•�i�t:,:.-�� ...
6D. Volume of 'Z5
year - 24
hour
storm
Volume =
7.0
inches
/ 12 inches per foot * DA
Volume =
39921.9
cubic
feet
TOTAL REQUIRED TEMPORARY STORAGE
`='A . 94947 cubic feet
5B. 0 cubic feet
5C. 3'r922 cubic feet
5D. 399 cubic feet
TOTAL 174791 cubic feet
. SUMMARY
Total required volume 563591 cubic feet
Tola l design volume ava i I . 569685 cubic feet
Min. req. treatment volume plus sludge accumulatio, 388800 tunic fe
At elev. 39.5 feet ; Volume is 384567 cubic feet (end pumping)
Total design volume less 5yr-34hr storm is 5'Z9764 cubic feet
At elev. 41.E feet ; Volume is 5243a7 cubic feet (start pumping)
Seasonal high water table elevation 32.0 feet
7. DESIGNED BY: �6L;�,, APPROVED BY : NO/ z:4e0;--
DATE `p/�/�� DATE: //- i 2 --/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
PAN

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LES . FESCUE GRASS @ 60 LES . /AC:RE
(LEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 20
0 LES. 'PENSACOLA' BAHIA GRASS @ 60 LES./ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO J UNE TO
16 LE-'S. HULLED BERMUDA GRASS @ 8 LES./AC.
(.SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL i TO JULY 31
0 LBS . RYE GRAIN @ O LBS . /ACRE ( NURSERY FOR FESCUE)
)
80 LES . RYE GRASS @ 40 LBS . / ACRE ( TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH TO
L£S.
APPLY THE FOLLOWING:
000 LES . OF 10-10-10 FERTILIZER (1 S:SS:3+5 LBS . / ACRE) r
4 TOMS OF DOLOMITIC LIME (' TONS/ACRE)
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 EAHIAy IT IS RECOMMENDED THAT
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

6j;j ltw,. 7,9c1c"m
Operator:Major Jones County: Wayne
U I (j
I #,) Can.) i
1
Exi67'iho j.AODh at Ao&gz
kp I rAj,(
(jeep
t�lg/o "I
Date:
01/00/00
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x
522
lbs. =
0
lbs
140
head
(finishing
only)
x
135
lbs. =
18900
lbs
0
sows
(farrow to
wean)
x
433
lbs. =
0
lbs
0
head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
Total Average Live Weight = 18900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 18900 lbs. ALW.x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 18900 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 120.0
Inside top width (feet)---------------------- 60.0
Top of dike elevation (feet)----------------- 45.55
Bottom of lagoon elevation (feet)------------ 34.40
Freeboard (feet)----------------------------- 1.3
Side slopes (inside lagoon)------------------ 2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 115.0 55.0 9.9
AREA OF TOP
LENGTH * WIDTH =
115.0 55.0 6325 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
75.4 15.4 1161 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
95.2 35.2 13404 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
6325 13404 1161 1.6
Total Designed Volume Available = 34469 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
120.0 60.0
7200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 7200.0 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 = 18900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 34524 gals. or 4615.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 12.0 inches
180 days rainfall = 19.0 inches
Volume = 19.0 in * DA / 12 in. per ft. = 11400 cubic feet runoff
Volume = 12.0 in * lagoon DA/12 in./ft = 7200 cubic feet evap.
Volume = 4200 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 4200 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 4616 cubic feet
5B. 0 cubic feet
5C. 4200 cubic feet
5D. 4200 cubic feet
5E. 0 cubic feet
TOTAL 13016 cubic feet
6. SUMMARY
Temporary storage period=======-----========>
180
days
Rainfall during wettest period of storage===>
19.0
inches
Evaporation during storage period===========>
12.0
inches
25 year - 24 hour rainfall=====- ---- ========>
7.0
inches
Freeboard_______________________________ ===>
1.3
feet
Side slopes==== -------- _---- ________________>
2.0
• 1
Inside top length___________________________>
120.0
feet
Inside top width============-- ------ ========>
60.0
feet
Top of dike elevation========== ----- ========>
45.55
feet
Bottom of lagoon elevation=========-========>
34.40
feet
Total required volume== --------- ____________>
31916
cu. ft.
Actual design volume=====--========-========>
34469
cu. ft.
Seasonal high watertable elevation (SHWT)===>
31.35
feet
Stop pumping elev.==__ ---------- ____---------
41.50
feet
Must be > or = to the SHWT elev.==========>
31.35
feet
Must be > or = to min. req. treatment el.=>
40.40
feet
Required minimum treatment volume===========>
18900
cu. ft.
Volume at stop pumping elevation============>
19308
cu. ft.
Start pumping elev.=== ---- ========--========>
43.30
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
30269
cu. ft.
Volume at start pumping elevation===========>
28479
cu. ft.
Required volume to be pumped================>
8816
cu. ft.
Actual volume planned to be pumped==========>
9171
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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

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

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

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

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

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