240069_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 verb all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 24-0069 Certificate Of Coverage Number: AWS240069
2. Facility Name: James Emery Farms Inc.
3. Landowner's Name(same as on the Waste Management Plan): Doris Anderson
4. Landowner's Mailing Address: PO Box 1391
City: Whiteville State: NC Zip: 28472
Telephone Number: 910-207-1119 Ext. E-mail:
5. Facility's Physical Address: 3919 Hinsons Crossroads
City: Fair Bluff State: NC Zip: 28439
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner): Keith Enzor
8. Farm Manager's telephone number(include area code): 910-649-6147 Ext
9. Integrator's Name(if there is not an Integrator,write"None"): Murtmhv-Brown LLC
10. Operator Name(OIC): Keith Enzor Phone No.: 910-207-1119 OIC#: 16937
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I F ( I 19.50
2 ha !l t Sv 19.So
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bF 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. Lagoon7storage 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 an'y application' may.be`suli�ect to` eivil 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: 1fl�.e (Ti]e: rem a e r
Signature: 1L L Date: Z
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED.APPLICATION SHOULDYBE 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]
APR 0 2 2019
t
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER _
Governor
MICHAEL S.REGAN `
5ettiercry
LINDA CULPEPPER NORTH CAROLINA
Director EnKrunmental Quality
February 27,2019
Doris Anderson
James Emery Fauns,Inc.
PO Box 1391
Whiteville,NC 28472
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htins://deq nc aov/about/divisions/water- sources/water-uualin-regional-opera ions/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 2769.9-1636
Telephone number:[phone]
In order to yssure Your continued coverage under the State- Non-Discharge General Permits ou must submit an apRlication for
vermit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currentl Covered bv
Ex ' State Non-Discharge General Permit." The a lication form must be wra e e . signed' and retained by April 3,_.2019.
Please note that You must include one f1l coRy of the Certified Animal Waste. Management. Pan•.$CAWMPI -with the
conivitted and signed aimlication form. A list of ifems inclu ed in the CAWMP can be four on gaee 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,
/_1��' �
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmin on Regional Office,Water Quality Regional Operations Section
Columbus County Soil and Water Conservation District
AFOG Section Central Files-AWS240069
Murphv-Brown LLC
North Carolina Department of Eavaronmentai Quet§ty I Divsion of Water Resouroes
512 N.Ss sbury St I lgga 64sai Servos Center I Ra'e;gh,North Carolina 2780-15-1836
919.707_900

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

e
Nutrient Management Plan For Animal Waste Utilization
04-13-2015
This plan has been prepared for: This plan has been developed by:
James Emory Farms, Inc. (24-69) Ronnie G. Kennedy Jr.
Dorris Anderson Agriment Services, Inc.
12033 Swamp Fox Hwy West PO Box 1096
Cerro Gordo, NC 28430 Beulaville, NC 28518
[phone] 2- -3 68-2648
veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r" 50A f3 _2 oiS
Signature(owner) � '
ate
Signature(ma er or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By.
—2Z
Technical Specialist Signature
Date f
----------------------------------------- ---- -
Preview Database Version 4.1 - - --------------
Date Printed: 04-13-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S6 Swine Nursery Lagoon Sludge waste generated 410,933 gals in a 19 year(s)and 2
month(s)period by a 3,200 animal Swine Nursery Lagoon Sludge operation.
Estimated Pounds of Plant Available Nitrogen Generated
Broadcast 4194
Incorporated 5033
Injected 5033
Irrigated 4194
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,194 6279 -2,085 615,240 -204,307
---------------------------- --
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
506326 Database Version 4.1 Date Printed: 04-13-2015 Source Page 1 of 1

i
The table shown below
Yield estimates are also provides ded for each h crop 111
summary of the crops or rotations included in
vhere available. P the plan. In addition, the Leachinghis plan or each field.
for each field is shown,
Planned Crops Summary
Total useable Leaching
Tract Field Acres Acres
Index(LI)
94665 12 Soil Series
19.30 19.30 N/A NorfolkSequence Crop Se
94665 6 RYE
2.44 2.44 N/A Lynchbur Com,Grain
94665 7 115 bu.
7.93 7.93 N/A Corn,Grain
94665 8 Goldsboro
16.65 16.65 Com,Grain 125 bu.
PLAN TOTALS: 46.32 N/A Rains
46.32 Com,Grain I30 bu.
125 bu.
� 1'o�enticr�Zeaclrtn
<2 I Ow Potential to contribute to soluble
nutrient leaching below the root zone. None 7 hnic, Guidance
>=2& ,Moderate potentialg below the root
to contribute to
<=10 soluble nutrient leachin Nutrient Management(590)should be planned.
zone.
tential to
I utriePot� g below t the root zone
tNutrient Management(590)should be iann
10the soils available water holding P ed. Other
considered. p g aci p consation pracctices that improve
P ty and improve nutrient use ecien
Exam les are Cover Crops(340)to scavenge nutrients
(328),Long-Term No-Till 778 °3'should be
Riparian Forest Buffers(391) )'and edge-of--fieldPractices 'Sod-BSsed Rotations
such as Filter Strips(393)and
`06326 Database Version 4.1
Date Printed 4/13/2015
NOTE: Symbol *
means user entered data.
PCs Page 1 of 1

iI'lle V6"aste Utilization table shown below summarizes the waste utilization
and proper timing of a the nutrients being produced.
pplica.tions to The plan requires considerlation oan for��e operation.
This l
This table provides an estimate of the am nutrient uptake. p provides an estimate of the n
other b - realistic fields of the crops to be mnber of acres of
Y products com amount of nitrogen required b Y p
order to supply mercial fertilizer grown,theirnutrientrequirements,
pply the indicated and residual from previous cro by crop being grown
included ' quantity of nitrogen from P An estimate
and an estimate of the nitrogen m the table to ensure that the each source is also included ate ofthe quantity ofsolid and liquid waste thaant bein supplied
Plan adequately provides for the utilization of the manse of the total m g pplied by manure or
Waste Utilization Table manure and that be applied on each field in
manure generated b the total manure
y the operation. applied is
Year 1
P43rogen Comm
Res.
PA Fert. (lbs/A) Manure Liquid Solid quid
Source Nutrient Nutrient PA ManureA IVlanure Li Solid
Tract Field 1D Total Nutrient Manure Manure
Soil Series Use. Req�d Applied pplied Applied
94665 12 Acres Acres Crop Qbs/A) (Ibs/A) Applied (acre) acre Applied Applied
S6 orfolk APPlic. (Ibs/A) (acre) (Field) (Field)
19.30 19.30 Co RYE Period N APPlic.
94665 6 Corn,Grain N N Method N 1000
S6 Lynchburg 2.44 115 bu. gal/A Tons 1000 gals tons
94665 2.44 Corn,Grain 2115-6/30 131
7 S6 Goldsboro 0 *0
125 bu. klg• 131 12.84 0.00 247.73
94665 7.93 7•93 Co 2/15-6/30 135
g m,Grain 0 �0 0.00
S6 ains 130 bu. �ig• 135 13.23
16.65 16.65 Corn,Grain 2/15-6/30 148 0•00 32.28 0 *p brig. 148 0.00
125 bu. 2/15-6/30 14.50 0.00
135 0 * 115.00 0.00
0 Irrig. 135
13.23 0.00 220.24 0.00
Total Applied,1000
gallons 615.24
Total Produced,1000 gallor.-s 410.93
Balance,1000 gallons -204.31
Notes: 1. In the tract column, Total Applied,tons
symbol means leased Total 0.00
Total
o Produced,tons caned. 2. Symbol * o.00
Total
user entered data. Balance,tons
0.00
506326 Database Version 4.1
Date Printed:411 312 0 1 5

The hrigation Application Factors for each field in this plan are shown in the
with soils. If applying waste nutrients throw
gUnoffh an irrigation system, you must apply at following rate thatill ti mate varies
receive
This table provides the maximum application rate per hour that may be
receive wastewater. It also is the maximum suit in
ected to
event, application amount that each fiieldpmay reeve in any one application pp anon
Irrigation Application Factors
Tract Field
Soil Series Application Rate A 1'
94665 12 Norfolk (inches/hour) pp i(inch Amount
94665 6 (inches)
Lynchburg 0.50
94665 1.0
Goldsboro 0.50 1.0
94665 8 Rains 0.50
1.0
0.40 1.0
506326 Database Version 4.1
Date Printed 4/13/2015
NOTE: Symbol *means user entered data. IAF Page 1 of 1

i
Required Specifications For Animal Waste Management
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 that 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 t
properly dispose of the waste, he/she shall provide evidence of an o
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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications 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 eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
506326 Database Version 4.1 -'-----
Date Printed:4/13/2015
Specification Pale 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil 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. Nutrients from waste 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.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
506326 Database Version 4.1 Date Printed:4/13/2015
Specification Page 2

i
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields 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 vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps,
reels etc. should be on a regular basis to prevent breakdowns, leaks, and spills. A renu ar inspected
maintenance checklist should be kept on site. g
24. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
506326 Database Version 4.1 Date Printed:4/13/2015 �P
Specification Page 3

t
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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
--------------------------------------------------------- ------------------------------------------ ------------
_
6326 Database Version 4.1 Date Printed:4/13/2015 Specification Page 4___

Crop Notes
The following crop note applies to field(s): 8
Corn 1: CP, Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 6
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
------------------------------------- -------------------------------------------------- -- - - - --
- - - - - ------------------------
326 Database Version 4.1 Date Printed: 04-13-2015 Crop Note Page 1 of 2

i
The following crop note applies to field(s): 7
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 12
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain. corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
------------------------------------------------------------------------------------------------------------------------------------------------------------
506326 Database Version 4.1 Date Printed: 04-13-2015 Crop Note Page 2 of 2

Farm17083 'Tract 94665 v ~•••••VY WO-9.0I I.i PIIV VIRPI-MI1I101MM.UI I WIILWM jjt%w,
BMW from COR&MVel m^ Fmwsia '
1 40.26
2 9.03
3 4.01
4 18.03
5 23.63
6 2.44 vpg
7 7.93 0
8 16.65 iJs
9 18.31
10 8.12
11 10.48
12 19.30 /1�
13 23.61
14 2.33 Y
15 1.72 Y
a
16 4.54 Y
Total Cropland Acres
210.4

►a
EMERGENCY AMJGN PLAN
PHnNF M flViRFRS
DWQ 91,0- 79e. 2/5,
EMERGENCY MANAGEMENT SYSTEM l 0 - ; �(d-661 a j C
SWCD 91,0
NRCS 16i � . x3
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:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

r
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . Afterhours,emergency number: 919-733-3942. Yourphone 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 number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ 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 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects
Site Specific Practices
Liquid Systems
Flush Gutters 0 Accumulation of Solids O Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove brid in of accumulated solids at dischar=e
Lagoons and Pits Crusted Solids Po""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 Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
Feeders • Feed Spillage tK Desig
n,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
f 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 0 Accumulation 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
brewer's grain and similar high moisture grain
0 0- r and remove or break up accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11,1996,Page 1

Source Cause
Animal HoldingAreas ■ BMPs to Minimize Insects Site Specific Practices
Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
C1 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le.inspect for and remove or break up
accumulated solids as needed.
Systems
Dry Manure Handling Accumulations of animal wastes O Remove spillage on aroutine basis(e.g.,7-10 day
interval during summer;15-30 day interval during
winter)where manure is loaded for land application
0 Kb tR&Oadequate drainage around manure
stockpiles.
O Inspect for an remove or breakup 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
AMIC- November 11,1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production 61-�Vegetative or wooded buffers;
Recommended best management practices;
Oo"—Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals ❑ Dry floors
Floor surfaces ■ Wet manure-covered floors lotted floors;
00"Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits r Urine; W rrequent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; R-�Fan maintenance;
r Dust ❑ Efficient air movement
Indoor surfaces • Dust 9�`Washdown between groups of animals;
❑ Feed additives;
❑ Feed covers;
O�Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid ❑ Flush tank covers;
while tanks are filling ❑ Extend fill to near bottom of tanks with anti-siphon
vents
Flush alleys f Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points 0 Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling ❑ Sump tank covers
and drawdown
;p
AMOC-November 11, 106,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices .
Outside drain collection or • Agitation during wastewater ❑ Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater 2' Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emission; GP'*--Proper lagoon liquid capacity;
0 Biological mixing; ®"Correct lagoon startup procedures;
■ Agitation ❑ Minimum surface area-to-volume ratio;
DI'Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles 6 High pressure agitation; Mr'-Irrieate on dry days with little or no wind:
Wind drift ❑ Minimum recommended operating pressure:
❑ Pump intake near lagoon liquid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading:
surface s Mixing while filling; ❑ Tank covers:
0 Agitation when emptying ❑ Basin surface mats of solids:
Settling basin surface a Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid level;
a Mixing while filling;
• Agitation when emptying rlRemove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; rl Soil injection of slurry/sludges;
spreader outlets r Volatile gas emissions rl Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while drying rl Soil injection of slurry/sludges;
or sludge on field surfaces rl Soil incorporation within 48 hrs.;
rl Spread in thin uniform lavers for rapid drvine:
rl Proven hinloyical_.additiyes or oxidants
Dead animals 0 Carcass decomposition M-4 Proper disposition of carcasses
AMOC-November.11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits # Carcass decomposition rl Complete covering of carcasses in burial pits;
f l Proper location/construction of disposal pits
Incinerators i Incomplete combustion rll S�econdar,y stack burners
Standing water around 0 Improper drainage; 9,/Grade and landscape such that water drains away
facilities Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads ge"'Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
i/ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only,placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ 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 of the State Veterinarian must be attached)
December 18, 1996

2S:UMC PL.L-i CZRT_=71CAT2CN FOR NEW OR =ANMED 7-- LOTS
Please ret.L— t=a C=pletad foes, to the Division cf 8= �o�aata? 23a=age+••�•,t it
tea add-ass cn the =ava=aa s_do of this fc=.
:ame of fa--= (Please nt) • R-lC's CAIC-'r-y Yf 4-as
Address. ' / ,4ei 2-7 '
Phone_- No • ti'/C`-G 19--7-1-7v
County:— LOM&' _
caa location: Latitude and Lor-gitude:,��`%�_' "'/ - /5 (required) . Also,
please attach a copy of a county road map with location identified.
TY-Pe of cperation (swine, layer, dairy, etc.) S�=•�c _
Design capacity (nu..:aer of. a.^-_.als)
.average size of ocerat_er." (12 Zaztz•poculacion avg.) y��t� _ G�r/�.1.'���L'DE,E' �/I•��
Average acreage needed for lard application of waste (acres) /■n ..c•} T A017k ewe7
C3333�33:33333C 333333333��3 33 3 333 33 3 33 3i 3i 373C33333i 333333333-1333333��33�3333a
Tecb=ieal Specialist Ce=,tifiaat=oa
As a technical s=ecialist designated by the North Carolina Soil and Wate-*-
Conse=cation Commission pursua=t to ISA NCAC 67 .0005, I certify that the new or
expanded animal waste management system as installed for the fa-r=n named above
has an animal waste management plan that meets the design, cors=ructioa,
operation and maintenance standards and specifications o= the iivision of
Eavironiaental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil 'and Water Conservation. Cam_^..fission pursuant to ISA NCAC 2ti.0217 and
1SA NCAC 67 .0001-.0005. The following elements and their corresponding minimum
criteria-h azr��eer. verified by me or of har designated technical saecialists and
are included in the plan as a==lica:zle: minimum separations (buffers) ; liners or
e;sivalent for lagoons or waste storage ponds; waste storage capacity; adequate
q•,iantity and amount of land far waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
apnlicaticr_s; application. rates; loading rates; and the control of the discharge
Of pollutants from star-='water runoff events less severe than: the 25-yea 24-hour
sto=.
Jimy R. Vinson
.k__i 1 4 at' Frowns
Address ( iy ox Warsaw, _ _ Phone No. - 93- 6.0
Sigratur-• _ - Date:
---------:1� 3 -3-.. 3333333•i39-337'3i=-13 3333 3 3 5-33�J--333-352---33-�333$
(we) unde-s and t operation_ and maintenance procedures established in the
aporoved anfi-. 1 wast- mar_age-e_nt plan for the fa=. named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Envi_on=ental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a stcr.-,� event less severe than the 25-year, 24-hour storm. The
approve' plan wiles: be filed a,c the fay= and at the office of the local Soil and
Water Conse-vaJteion Distric` "'
U-0 of rartd:,owae.: (Please Print) ' _� % �'.�Gi✓�,��i%Li �-
Date:
Name of va^age=, 1 different from cwr.er (Please print)
Signature: Date: '
Mote: A charge in land owners ip requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Enviror^eatal Management within 60 flays of a title transfer.
DF-4 USE CNLY:AoT'q-*

State of North Cr Mina
Department of Ei .. ironment,
Health and Natural Resources y ■ ■
Division of Environmental Management
• T T
James B. Hunt,Jr., r ry AMON
Jonathan 8, Howes,, Secretary EE
A. Preston Howard,Jr., P.E., Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm:
Address: /Z� / a:t ,2 l 7 Ale, �10tounty: �`-al61-1/&!
Name of Land Owner (prints " r7j`'�'lTDr'`°,e 5�1�1
Signature (Land Owne
Name of Technical Specialist r g (print): f'/�'1/�'/ � �'//�- '
Signature (Technical Specialist): W��'�� Date:
All statements below that are.inili 1, by a tec T yI specialist apply to the attached certification:
i The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By 3-1. 16 (month/daylyear) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
All of the permanent vegetation required by the waste management plan has not been
established as of the date of this certification. The producer agrees to establish the
vegetation by (month/day/Rear), and to provide a temporary small grain crop in
case some pumping is required prior m the establishment of the permanent vegetation.
The landowner is responsible for notifying DEM in writing that the stated work that has a compliance
daze has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
certaddn.doc revised: 6-15-95
P.O. Box 29535,Raleigh,North Carclina 27626-05-5 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 1 o°b post-consumer paper

ED P ?.CTS
Pleases ret•L.= thn ee-pZatad fay to the ]0.�sioa of �T+�o�aatal x»a,-s�eeZt att
the ade-asa oa thn rava:s4 :=des of t�+a fa=.
T&me of fe== (°lease
Ad
dr
ss: t % fc
e /�it/QcPso
�� o Phone N
County: 4A4.I1A4R4,5
Fax
ioca�iar.: Latitude and Lon. •� + w .. -
please a_Cac h, a cosy Oo a Ca S�t_de: °f�� %.1� -a Cr quized) Also,
ZW7-a of operation_ (s-:ine, Ia a Cy road crap with location ideatiried.
Design _ y." da =y, etc.)
_g. capacity (nu.:-e; Of ate--its
N-
Average sir= Of one=at or' (12 =on_h-aopulacion avg.) : 2c2 .�
�!N- CIDEe a Average acreage needed far land application of waste
(ace s}
--_-3__733_33333-33333_3�3 3333 333 333 333a3'J333=-3333 i__3333333333333$=3333
Tae_._aa1 Srac;.aiist Ce_--�i��Oat�ea 33=M=
As a tachzical spec_a?ist designated by the North Ca_Talina Soil and Water
Conse=ration Con=issian pursuant to ISA NCAC 6y .0005, I cart°=y that the new or has
a^.i:Ltal vast_ marsagemert system as installed for the fa_*-z named above
has an animal waste management plan that meets the design, cons=_uction,
operation and mai tenan.ce standards and specifications of the Division of
ronmeztal Management and the USDA-SO4 Cc- se_�vation Sarvice and/or the Nerta
Ca=ali�za Soil and *Nacer Corso_ration. Cam-:_ssion pursuant to ISA NCAC Zt.0217 and
i5A NCkC-67 .0001-.0005. The following a cements and their car_esponc=ing minimum
- See.�ver;fiec by me Or otter designate_ technical specialists and
are included =^ lire plan as appli n
cable: m_ _mum separat_or_s (buffers) ; liners Or
e%uivalant for lagoons or waste starage PotdS; waste storage Capacity;gUant adequate
it_/ and a.,nct ist OC land oar waste utilT_ZatiOn (Or use of third par o Or owners ic of -y) ; access
proper waste application equipment; schedule for tinting of
acpiicat_ar_s; a_glicatica rates; iozding rates; and the control of the discharge
Of pollutants £rota sta-r—Aa.•ate _unaff eve:is less severe than the 25- ea_�storm. y 24-hour
�iaTe al S-aC4 T{ 11� asp n:�..._1 Ji _
ian•
ilro'wn s .ai Cat rolina, Inc: ' R. Vinson
at
Address ( •-'3 Box arsaw, 1
Phone NO.—T7-759 - 67_
S_gaatur
Date:
=====3333.-eLr. 373 33 = 333333330333 _
C-�er/ua= Agr
(• e) u_^.cer tans' th OQeratiOP and =aIntedance procedures estaclished l:Z the,
approved a*i:_. ? aste mar_age_=a t plat. for the farm named above and w:,
t::_se Procedures. I (we) know. that any additional II ianistt ir-q
' i expansion to the existing
design, capacity of the..waste t_eatzment and storage system or construction-of new
facilities will _acZLIire a new certification to be sub
Envizan mitted to the Division of
snental liar^_age.-ent bear_ the new ,.
understand that there oust animals are stocked. I (we) also
be no discharge of animal waste from this system to
s.;ncf a Wafers OL the state either through a man-maQe canveya^.ce Or t_TlrOt-gh
r.:nof, £cars a star_a, event less severe thou the 25-year, 24-hour storm. The
approved plan w;��e filed a--the sward at the office of the local Soil and
Wale= Conse_ ra.t on Disc;ic;�T
----
Sig�at�r'��,'•'�r /Gf I F � ..f i' r'� � �
Date: i
from ac.,.er (Please print) :
SiS:.at�rs• .
X,te: A change :_^. `; Date:
g land ow—.e:snip re4•uires rot;ficat=on or a new certificatiacs(if the at;
Praved plan is changed) to be suL_=it_ed to the Division of
c:.vi_ar_-:er_CaI Management withir. 60 days of a title transfer.
DEw USE oNMy:ACVr-

State of North Carolina
Department of E ironment,
Health and Natural Resources 4 a o
Division of Environmental Management f1'
James B. Hunt, Jr., r ^ F1
Jonathan S. Howes,, Secretary
f.J
A. Preston Howard,Jr., P.E., Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm:
Address: /2-1- L A?oX _Z 7 7_ �G Z9*ounty:
Name of Land Owner(print): 0416D
Signature (Land Owner): .�
Name of Technical Specialist Cc '- iag (print): I I/i/i
Signature (Technical Specialist): Date:
All statements below that are inidall by a to .ical specialist apply to the attached certification:
V The irrigation system has not .n installed or evaluated concerning nozzle size, spray pattern,
spa=-, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By 34`94 (month/day/year) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
All of the permanent vegetation required by the waste management plan has not been.
established as of the date of this cerdfication. The producer agrees to establish the
vegetation by (month/day/year), and to provide a temporary small grain crop in
case some pumping is required prionto the establishment of the permanent vegetation_
The landowner is responsible for notifying DEM, in writing that the stated work that has a compliance
date has been completed. This notification must be received by DEM within 15 days of the
compliance dare(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh,N.C. 27626.
certaddn.doc revised: 6-15-95
P.O. Box 29535,Raleigh,Norte Corclina 27626-05.:5 Telephone [phone] FAX [phone]d96
An 5qucl Opportunity Affirmative Action Employer 50%recycled/ 1 c.o post-consumer peper

Mgm
JAMES EMERY FARMS, INC. GROWER #290
GILBERT ANDERSON
STATE ROUTE #1356 - COLUMBUS COUNTY
4 1600 WEAN TO FEEDER
QBSP# 22-108-20-24
0
porter im 242 hV.)A.6.h
OL
clu LL02
.2
=0
.1slam UJA
76 lass cs,
.9 MA 1-It
Lam!
L
M' ,a
C�d.A 4 1410
a& IRMA ul
R 8L Lw is
L Id
lass A 7,0
1351 1.1f 334
1351
2.1 04 a
Isis
1.9
tin
Lm as, 13M
DIRECTIONS: IN FAIBLUFF, TAKE HIGHWAY #904 SOUTH TOWARD
TABOR CITY. AFTER APPROXIMATELY 4 MILES, TAKE A LEFT ON STATE ROUTE
#1356. FARM WILL BE APPROXIMATELY 0. 5 MILES ON RIGHT.
MAILING ADDRESS: SHIPPING ADDRESS:
JAMES EMERY FARMS, INC. JAMES EMERY FARMS, INC.
RT. .1 BOX 277 STATE ROUTE #1356
Cli-) � 4-9- 7-f 76 BROWN'S OF CAROLINA,INC
303 EAST COLLEGE STREET - PO.BOX 487 - WARSAW,N C,28398-0487 - OFFICE: [phone] - FAX:[phone]
F,

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
---------------------------!
MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME-�J�- -------
LOCATION
_,g_ -� ----
TELEPHONE-l'-¢-per=7¢7 D------ SIZE OPERATION ��� --
.v
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER-J-7-°a-
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO-
If yes, SCS cannot provide assistance.
_.IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES--ZL- NO----
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO----
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior to
design approval .
(Copies of maps or other reference materials may be
attached to site evaluation. )
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-
If yes, producer must complete a Form AD-1026 .
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRVEYOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES---- NO-
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY "OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS,-AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )

OTHER ENVIRONMENTAL FACTORS
ARE ENDANGERED AND/OR THREATENED SPECIES
PRESENT? YES---- NO--
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-`
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO--k--
ARE THERE PRIME, UNIQUE, OR LOCALLY IMPORTANT FARMLANDS
IN THE OPERATING UNIT? YES--�--_- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-
If yes to any. of these questions, complete form NC-CPA-16
and attach to site evaluation.
.Ly j 11/N
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. . .
. . . . . . . . PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO-
. . . . . . . . PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1J2 OF THE
CAPACITY? YES-- - NO----
. . . . . . . . USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- -NO----
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--k:L NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach soil investigation sheet to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY SOIL INVESTIGATION SHEET
ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--✓- No------
ISA CLAY LINER REQUIRED? YES------ NO--'f--
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUEST
IS A CORE TRENCH REQUIRED? YYES------ LENO------
(Attach soil investigation sheet to site valuation. )
� ,�-++i1a� S ."s. .►�1 Q.zl�..:.,f� ��.,,� s5rj�7'� 'f G T�tli '+a...�— .

SITE APPROVED YES-- f - NO------ CONDITIONAL--------
COMMENTS-------------------------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE-- ------f----
-------- DATE- 9_�4_�J 9-.

it
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o p{ERRY GROVE 1 MI. 2 010 000 FEET 5J 7. `.
34 15=q- s85 6 86 C OR crry 10 Mi.
79 00
oQ0) Produced by the United States Geological Survey
F tip\ in cooperation with North Carolina Department of 1
5 Natural Resources and Community Development GN
1000
Control by USGS,NOS/NOAA,ar}d North Carolina Geodetic Survey
s� 1
Topography by photogrammetrlc methods from aerial photographs tm M11s rto'
taken 1979-80. Field checked 1982. Map edited 1986 21 MILS 100
Projection and 10,000-foot grid ticks:North Carolina coordinate
systern,(Lambert conformal conic)
1000•meter Universal Transverse Mercator grid,zone 17 UTM GRID AND 1986 MAGNEnc NORTH
1927 North American Datum DECiJNAT10N AT CENTER OF SHEET
To place on the predicted North American Datum 1983, FOR SA
move the projection lines 14 meters south and
23 meters west as shown by dashed corner ticks

LL
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MEARES
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STATE `
R�qo
HINSONS 1
CROSSROADS
I
ZONE X ;.
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STATF RMD �35A 1353 .. - .. .• .. ��..�.,,-'
: .• - Iw CV �-RJ:fS�
. w••. .. � � ^ice S

uperator:James Emery I County: Columbus Date: 05/31/95
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0. lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 200. 0
Inside top width (feet) ---------------------- 160. 0
Top of dike elevation (feet) ----------------- 51.4
Bottom of lagoon elevation (feet) ------------ 41.4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 194 . 0 154 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
194 . 0 154. 0 29876 (AREA OF TOP)
AREA OF BOTTOM -,.V
LENGTH * WIDTH =
140. 0 100.0 14000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
167. 0 127. 0 84836 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
29876. 0 84836 . 0 14000. 0 1. !

Total Designed Volume Available = 193068 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200. 0 160. 0 32000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 32000. 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 = 96000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 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
Volume = 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 = 18666.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 20000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 18667 cubic feet
5D. 20000 cubic feet
TOTAL 62111 cubic feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========> 180 days
25 year - 24 hour rainfall==================> 7. o inches
Freeboard-----_----_ __ ____ 7.5 inches
Side slopes====================______________=__-__-_=_====> 1. 0 feet
Inside to len t -_-_> 3 . 0 : 1
P g h_____ 200. o feet
Inside top width____________________________>
Top of dike elevation-=--_---=-____________ 16 . 0 feet
Bottom of lagoon elevation================--> 51. 4 feet
Total required volume==========--- _ = 41.4 feet
Actual design volume===============-======--> 158111 cu. ft.
Seasonal high watertable elevation SHWT ===> 1930. 0 feet
ft.
StopPumping 48 . 0 feet
p elev.__________________________> 48. 0 feet
Must be > or = to the SHWT elev.=========_
Must be > or = to min. req. treatment el .=> 48 . 0 feet
Required minimum treatment volume=========__ 6000 feet
>
Volume at stop pumping elevation==========_- cu. ft.
--> 1272137213 cu. ft.

Start pumping elev._________________________> 49. 7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 173068 cu. ft.
Volume at start pumping elevation===========> 172662 cu. ft.
Required volume to be pumped================> 42111 cu. ft.
Actual volume planned to be pumped==========> 45449 cu. ft.
Min. thickness of
soil liner when required==> 1. 5 feet
7. DESIGNED BY:,_�;4d--z� �, APPROVED BY: °o�e�° �+
7 °°°��H C, �l
DATE: 31 �9S DATE: ge®° �ES
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN a 6415
COMMENTS: _ %s®�C��G�N��l ��
ORY o o�4-P
��Qeunoo�e�

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible..
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
--------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

Soil liner material shall come SHEET 2 OF 2
minimum water content of from an approved
content which relates to the liner materal shallobtoo area. The
in the hand it will form that moisture content when the soilimum moisture
shall be added to borrow a ball which does not is kneaded
during placement of the as necessary readily separate. Water
material shall not liner. The moisture-insure
contenteOfmoisture lin content
The maximum water contents than relatesptomthtwater content liner
for efficient use of during placement.
hauling soil material being too wet
compaction of the g equipment and proper compaction.
compacted to liner includes placement in 9
Weight of the liner least 9p inch lifts and Proper
liner materialCent of the maximum ASTM D698 Dr
shall be scarified and erial.nedhe smooth or i Unit
lift, needed befored, the previous lift
placement of the next
The single most important factor affecting
ability of a clay
liner, is the efficient construction
ruthan
annthe type
the overall compacted
The se Ype of clay used for the
equipment of equipment use and the Processing
°f the compacted liner.
Pattern helps assure uniformity routing °f e
compaction process. Y in the wholeuipment in an estab-
lished is the For most clay soils placement and
Preferable type of compaction tamping °r sheepsfoot
The soil liner shall be quipment.
Pipes. This can a Protected from the discharge
or using flexible outletsbonuwastesome t g of waste outlet
type of energy dissipator(rocks)
Alternatives to Pipes.
When these are specified
liners are synthetic
included with thiscConstruction1Spnecif construction a iners asd bentonite sealant.
Specification.
specifications are
CUTOFF TRENCH:
A cutoff trench shall be constructed under t
shown on a typical cross section in the he embankment
cutoff trench shall be determined b The final depth area wofnthe
materials. plans.
Y observation of the foundation
VEGETATION:
All exposed embankment and other bare constructed
Al the planned typePlanned
of vegetation as soon as Possible
areas shall be seeded
on areas of according to the seeding specifications possible after construc-
shall be used if dike and pad to be seeded. Topsoilrarshould r if the recommended Temporary seeding or mulch
shall
dates for seeding. Permanent vegetation should
as possible Burin getation is out of season
g the next period of a uld be established as soon
REMOVAL OF EXISTING TILE D pproved seeding dates.
RAINS

--------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
APR 0 2 2019

Soil Conservation Service September 1sba
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR--HAMS
Landowner X G f ,�7' i✓,bax So,� County r3 ys
,amnunity or Group.­No_' Conservation-"Plan No.
Estimated Depth of Water to Top. of Dam Ft." Length of Flood Pool 's Ft.
Date of Field Hazard Investigation'
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
st. -Elev. -Est. Eevation
- Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land. Use ; Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft_ Ft.
1
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam (a,, b, c) (see NEM-Part 520.21) •�
Dam Classification (I, II, III, V, V)
8y
� �� �- Date
.�
name t ti t e
Concurred By ' •... Jew�+�. Date l
name v ti tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARM.ER'A NAME r Homer,~o n r
/�► 9�� DISTRICT�C�f��►+�w. .
DATE COUNTY_Co Zwe b•r_s
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL— ACRES, ND CLASS WORK UNIT CONSERVATIOiiIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"a feet)
Locate reference point -w center line of dam and Identify on sketch.
I �
J7 -lid
1
5� S
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borings first.Men ponded arse and borrow pit borings-separate with aerdeal read line.
SCALE (Continurd on back where necessary) Show water table elevations on dam-site borings.
1 2 3 4 5 fi 7 8 9 10 11 12 13 14 15 is 17 18 19 ZO 21 22 23
15
Sr c .SC '
-SLTC
c
-P� L SL CA S C
-/D C Ii r C H
�C)-N C CH c c j
BORINGS'MADE BY-1CW vis G*)A,c i> SIGNATURE TTTLE e—le C7�
-�t Oenol-es CADaiT¢,r Tob 1e .
No C„ITurak R-sOurces �bsRrvr�
'E'rc K A e�-

' TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below) '
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
.SW-Well graded sands; sand-grdvel mix fat-fine sandy loam
SP-Poorly graded sands l-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sit-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicb-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available (D'Yes o No Undtcate where located on the akekh on
ntwm awe)
REMARKS:
. ce—e ul)
2. Explain hazards requiring special attention in design L4eepaye,avrtn#..nck etc)
GENERAL REMARKS:
24 25 28 27 2S 29 30 31 32 M 34 35 361137 381139J 40 41 42 43 44 45 461147 P 48 49 so 51

TYPICAL X--SECTION
TOM ELEV. 50,00
o Ay,�E;e,►�,
NAIL IN:--- - _--------
----------
SEE NOTE 3
Q� � 7 `
O SEE NOTE. 2
:�/
p;joe. _
= ���� C EXC W
FILL = PAD
DIK - /00 0 CY CORE TRENCH
SEE-.SOIL SHE'
3640 FOR DEPTH .,,
+ 10%
NOTES: . -SITECOD 0 NO-[ES
TOTAL: �� -- CY_• 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
I, THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE S '
COMPUTATIONS BY:
2) DIKE BEHIND BLDGS TO BE MIN. 0.6"
T IIICHER THAN OTHER PLAN(JED ELEV.:
--- 3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
T, END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS; --
FILL TO BLOCS BEFORE EQUIP MOVES 'OUT (WORK TO BE

-perator:James Emery SitellCounty: Columbus Date: 06/15/95
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other : 0
Total Average Live Weight = 96000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet �L�/OC�� v`���` « ���
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 158 . 0
Inside top width (feet) ---------------------- 175 . 0
Top of dike elevation (feet) ----------------- 53 .4
Bottom of lagoon elevation (feet) ------------ 43 . 4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3. 0 3. 0 3 . 0 152 . 0 169 . 0 9.0
AREA OF TOP
LENGTH * WIDTH =
152. 0 169. 0 25688 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
98.0 115.0 11270 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
125.0 142. 0 71000 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25688. 0 71000. 0 11270 . 0 1.

Total Designed Volume Available = 161937 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
158. 0 175. 0 27650. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 27650. 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 = 96000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 cubic feet
3B. 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 * 100 days storage/7.48 gallons
Volume = 0. 0 cubic feet per CF
=C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoL.
180 days excess rainfall = 7 . 0 inches

Volume = 7. 0 in * DA / 12 inches per foot
. Volume = 16129.2 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 17281.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 16129 cubic feet
5D. 17281 cubic feet
TOTAL 56854 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 158. 0 feet
Inside top width____________________________> 175. 0 feet
Top of dike elevation=====__________________> 53 .4 feet
Bottom of lagoon elevation__________________> 43 . 4 feet
Total required volume_______________________> 152854 cu. ft.
Actual design volume________________________> 161937 cu. ft.
Seasonal high watertable elevation (SHWT)===> 4 1-S feet
Stop pumping elev.__________________________> 49 . 9 feet
Must be > or = to the SHWT elev.====______> feet
Must be > or = to min. req. treatment el.=> 49 .4 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 103548 cu. ft.

Start pumping elev._________________________> 51.7 feet
' Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 144656 cu. ft.
Volume at start pumping elevation=====______> 144423 cu. ft.
Required volume to be pumped________________> 39573 cu. ft.
Actual volume planned to be pumped=====_____> 40875 cu. ft.
Min. thicknes f soil liner when required==> 1. 5. feet
7. DESIGNED BY: ��,.,,�APPROVED BY: ,+ � H•CA.RQf�•oso
tSSIp
DATE: _ DATE: r Nq?'�
l4� m
NOTE: SEE ATTACHED WASTE UTILIZATION PLANAA tv
16 15
0
COMMENTS.: �'• G'�00•''��"'cq' ++
'r,0VKI �°�

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction 'of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with d SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification .
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
60.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 0 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.

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Z7TYPICAL X—SECTION T BM ELEV. 50,00'
NAIL I-LE 211a._
_..-------------
SEE NOTE 3
55 4 .
oQ SEE NOTE-2
r,,moo•
S! .j � f' `
CA
EXC = Cy
FILL = PAD /f60 CY \—. CORE TRENCH
DIKE 10,9 CY SEE-.SOIL- SHEET
FOR DEPTH
+ 10% 3 NOTES: SITE CONDITIOU N0 ES
TOTAL: - '3 CY 1, ALL WEAK AND BACKFILLEDR IAL T ANDCOMPAC COMO BE PACTED.
v THICKNESS OF LINER DEPENDS ON OVERALL, ,-,,
DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY: /r 2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
I IIGHER THAN OTHER PLANNED ELEV.,
u,_,.. ,
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' 1' E COWIN., 7' FROM REAR OF BLDGS;
- - FILL TO BLDGS BEFORE' 'UIP MOVES 'OUT (WORK TO BE _
.-•. �.niv.,a i1-11 iai/ 1]l ll(_ IJTRA(-l0RS)

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49 .7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 48 . 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 42111 cubic feet or
314987 gallons.

r
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
-6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such aas
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. .,It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51.7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 49 . 9 . This temporary
storage, less 25 yr- 24 hr storm, contains 39573 cubic feet or
296006 gallons.

1
SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6: Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet '6f a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

LAGOON _ MAAWER
FREEB(-")'A,N ,.') + -'-)5YR/24HR STORM
MAXIMUM LICI LL
A
y
loor
MINIMUM EVEL
PERMANENT