330068_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 33-0068 Certificate Of Coverage Number: AWS330068
2. Facility Name: Steve Brewer Farm
3. Landowner's Name(same as on the Waste Management Plan): John S Brewer
4. Landowner's Mailing Address: 5127 Hwy 58 N
City: Wilson State: NC Zip: 27896-7938
Telephone Number: 252-823-0900 Ext. E-mail:
5. Facility's Physical Address: 4380 Dickens Rd
City: Tarboro State: NC Zip: 27886
6. County where Facility is located: E&ecombe
7. Farm Manager's Name(if different from Landowner): Stephen T Brewer
g, Farm Manager's telephone number(include area code): 252-28-2 9-6598 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy--Brown LLC
10. Operator Name(OIC): Stephen T.Brewer Phone No.: 252-289-6598 OIC#: 18227
11. Lessee's Name(if there is not a Lessee,write"None"): Ne-)W-p—,
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 7,680
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
APR 0 3 2019
RegIznlal� �n�iy►
r aUcns SeMn

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)
1 `� C �, lr S (� 252,648.00 27.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bt the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporatioUZI
e should be by a principal executive officer of the corporation):
Name: � � Title:
Signature: Date:
.S©�1'\ �J ` 3. clot )n
�.�� ! t
Name: Title:
Signature: Date:
Name: Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER 'S �.
Governor ~'
MICHAEL S.REGAN .� �.:,r
secretory . .
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
John S Brewer
Steve Brewer Farm
5127 Hwy 58N
Wilson,NC 27896-7938
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 hors://deg.nc.Loy/about/diyisions water-resources/water-gualit% regional-0llerations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to as rame under the State Non-Discharge General Permits you must submit an jw2lication for
Permit cove a to the Division. Enclosed will fin "Re guest for Certificate of Cover a Facilil Currently Cov r d Vy an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (11 copy of the Certified Animal Waste ManagemenjPlan AWMP with the
completed and signed application fornh A list of items included in the CAWMP can be found on gage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Raleigh Regional Office,Water Quality Regional Operations Section
Edgecombe County Soil and Water Conservation District
AFOG Section Central Files-AWS330068
MuThF-Brown LLC
tti +—h Car ___psnvwntof Enwr _ _ �uaality I DhAsioaa of Water Resources
r -_N S+ *:-7 at 11636 MAH S=_;,:_. -: :ar I Razeth,North Carolina 27699 M6
�. .9119 707 9DDO

Nutrient Management Plan For Animal Waste Utilization
06-13-2008
This plan has been prepared for: This plan has been developed by:
Steve Brewer Farm Margaret Knight
Steve Brewer Edgecombe SWCD
5127 Highway 58 North P O Box 10
Wilson, NC 27896 Tarboro, NC 27886
252-289-6598 252-823-8187
D e vPpenature /
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. /
31
Signature(owner) Date
Signature(manager 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: �3 D
^ Tco nical Sp cialist Signature Date
..-
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283819 Database Version 3.1 Date Printed: 06-13-2008 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.
87 ]aZirrmr
ine Feeder-Finish Lagoon Liquid waste generated 7,119,360 gals/year by a 7,680
al,Swine Finishing Lagoon Liquid operation. This production facility has waste
toage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 16397
Incorporated 28161
Injected 31013
Irrigated 17823
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(Ibs) Applied(Gallons) Deficit(Gallons)
Year 1 17,823 18354 -531 7,331,302 -211,942
I
note...--...noon- ---- --------- - - -- ---- - - -- - -- --In ---...--- ---------------------------------------- ------------ -
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.
283819 Database Version 3.1 Date Printed: 06-13-2008 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
317 to 4.60 4.60 2.0 Goldsboro Cotton I 1` 925 Its.
Small Grain Cover N/A
317 12 6.10 6.10 2.0 Goldsboro Cotton 925 lbs.
Small Grain Cover N/A
317 12-13 4.29 4.29 3.0 Rains Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
317 1-4 10.69 10.69 2.0 Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 65 Tons
317 14-15 3.82 3.82 2.0 Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.2 Tons
317 16 2.86 2.86 2.0 Wagram Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.2 Tons
317 17 1.78 1.78 2.0 Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6:5 Tons
317 1 5-8 11.01 11.01 2.0 Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5,Tons
317 9-11 10.53 10.53 2.0 Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay r 6:5 Tons
PLAN TOTALS: 55.68 55.68
LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
r 2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned. -
<- 10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328) Long-Tenn
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
283819 Database Version 3.1 Date Printed 6/13/2008
PCS Page Page 1,of 1
NOTE: Symbol"means user entered data. -

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to.use•
the nutrients being produced. The plan requires consideration of the realisticyields of the-crops to be grown,their nutrient requirements,andproper.timing of applications to.
maximize nutrient uptake. - -
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pp led Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applies Applic. 1000
Tract Field B) Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 10009als tons
317 10 S7 Goldsboro 4.601 4.60 Cotton 925 lbs. 3/15-7/31 82 0 1 0 jl �.
#25
2.75 0.00 150.67 0.00
317 10 S7 Goldsboro 4.60 4.60 Small Grain Cover N/A 9/1-3/31 25 0 0 999 0.00 45.94 0.00
317 12 S7 Goldsboro 6.106.10Cotton 925 lbs. 3/15-7131 82 0 0 2.75 0.00 199.80 0.00
317 12 S7 Goldsboro 6.10 6.10 Small Grain Cover N/A 9/1-3/31 25 0 0 Irrig. 1 25 9.99 0.00 60.92 0.00
317 12-13 S7 Rains 4.29 4.29 Small Grain Overseed 1.0 Tons 1011-3/31 *100 0 0 brig. 100 39.94 0.00 171.36 0.00
317 12-13 S7 Rains 4.29 4.29 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 195 0 1 0 brig. 195 77.89 0.00 334.15 0.00
317 1-4 S7 Goldsboro 10.69 10.69 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 100 39.94 0.00 427.00 0.00
317 1-4 S7 Goldsboro 10.69 10.69 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 296 0 0 Irrig. 296 118.24 0.00 1,263.93 0.00
317 14-15 S7 Norfolk 3.82 3.82 Small Grain Overseed 1.0 Tons 10/1-3131 *100 0 0 Irrig. 100 39.94 0.00 152.59 0.00
317 14-15 S7 Norfolk 3.82 3.82 Hybrid Bermudagrass Hay 6.2 Tons 3/1-9/30 283 0 0 brig. 283 113.04 0.001 431.82 0.00
317 16 S7 Wagram 2.86 2.86 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 100 39.94 0.00 .114.24 0.00
317 16 S7 Wagam 2.86 2.86 Hybrid Bermudagrass Hay 52 Tons 3/1-9/30 254 0 0 Irrig. 254 101.46 0.00 290.171 0.00
317 17 S7 Norfolk 1.78 1.78 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 100 39.94 0.00 71.10 0.00
317 17 S7 Norfolk 1.78 1.78 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 296 0 0 brig. 1 296 118.24 0.00 210.46 0.00
317 5-8 S7 Goldsboro I1.01 11.01 Small Grain Overseed 1.0 Tons 10/1-3131 *100 0 0 Irrig. 100 39,94 0.00 439.79 0.00
317 5-8 S7 Goldsboro I1.01 11.01 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 296 0 0 brig. 296 118.24 0.00 1,301.76 0.00
283819 Database Version 3.1 Date Printed: 6/13/2008 WUT Page Page 1 of 2

Waste Utilization Table - -" - Year 1
Nitrogen Comm. Res: Manure Liquid Solid Liquid Solid
- - PA Fort (lbs/A) PA ManureA Manure Manure Nfanure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N
gal/A Tons 1000 gals tans
317 9-11 S7 Norfolk 10.531 10.53 Small Grain Overseed 1.0 Tons 1011-3/31 •100 0 0 1 brig. 100 39.94 0.00 420.61 0.00
317 9-11 S7 orfolk 10.53 ]0.53 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 296 0 0 Irrig. 296 118.24 0.00 1,245.01 0.00
Total Applied,1000 gallons 7,331.30
Total Produced,1000 gallons 7,119.36
Balance,1000 gallons -211.94
Total Applied,tons 0.00
Total Produced,tans 0.00
Balance,tons 0.0
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol `means user entered data.
283819 Database Version 3.1 Date Printed: 6/13/2008 V=Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils.-If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum.
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
317 10 Goldsboro 0.50 1.0
317 12 Goldsboro 0.50 1.0
317 12-13 Rains 0.40 1.0
317 1-4 Goldsboro 0.50 1.0
317 14-15 Norfolk 0.50 1.0
317 16 Wagram 0.60 1.0
317 17 Norfolk 0.50 1.0
317 5-8 Goldsboro 0.50 1.0
317 9-11 lNorfolk 0.50 1.0
283819 Database Version 3.1 Date Printed 6/13/2008 IAF Page Page 1 of 1
MOTR Svmhnl W mnang mer entP.red dntA

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 13.16 96.28 192.56 288.84
Hay 6 ton R.Y.E. 300 26.32 48.14 96.28 144.42
Soybean 40 bu 160 14.04 90.26 180.52 270.79
-----------------------------'---------------------------------------------- ---------- ---------------------------.: .. .. ..
283819 Database Version 3.1 Date Printed: 06-13-2008 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 35
1 2 44
1 3 124
1 4 142
1 5 111
1 6 81
1 7 50
1 8 97
1 9 148
1 10 138
1 11 108
1 12 77
*Available Storage,Capacity is calculated as of the end of each month.
--...._---------------- ----- ------------------------------------- -------------. ---
283819 Database Version 3.1 Date Printed: 06-13-2008 Capacity Page Page 1 of 1

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 to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the 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).
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.
------ --------------------------------------- ------------------------ --------------- ------------ ------..-..-----------------------------
283819 Database Version 3.1 Date Printed: 6/13/2008 Specification Pape 1

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.
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.
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283819 Database Version 3.1 Date Printed: 6/13/2008 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications 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 marls the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining 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.
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283819 Database Version 3.1 Date Printed: 6/13/2008 Specification Page 3

Crop Notes
The following crop note applies to field(s): 10, 12
Cotton CP,Mineral Soil,low-leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible.Review the NCSU Official Variety"green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1". Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting. Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or, foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/4 lb/acre about 2 weeks later. The boron needs to be available to the cotton during fruiting.Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton.Timely
management of insects,weeds, and excessive vegetative growth are essential for profitable cotton
production.
The following crop note applies to field(s): 12-13
Bennudagrass Coastal Plain, Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----------------------------- ---------------------------_---------------- --------------- ..-----------------------------------
283819 'Database Version 3.1 Date Printed: 06-13-2008 Crop Note Page Page 1 of 4

The following crop note applies to field(s): 1-4,5-8
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 14-15, 17, 9-11
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal): Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced l' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------ --------------. ----------- ------ ---------- -----...-........._.. -
283819 Database Version 3.1 Date Printed: 06-13-2008 Crop Note Page Page 2 of 4

The following crop note applies to field(s): 16
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 12-13
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential.Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1-4, 5-8
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
i
-- --- _ ---- ------------ -------------- -------------------------- --------------
Database Version 3.1 Date Printed: 06-13-2008 Crop Note Page Page 3 of 4

The following crop note applies to field(s): 14-15, 17, 9-11
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 112 bushels/acre.Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book' and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 16
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book' and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre Nat planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 10, 12
Small Grain Cover Crop
----------------------------------------------------------- ----------------------------------
293819 Database Version 3.1 Date Printed: 06-13-2008 Crop Note Page Page 4 of 4

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
El 11�r7711 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).
Q Q Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
LL 5 3- �a, i�
�
Signature of Farm Owner/Manager Date• Jo(- -5/zzA/ !
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN -
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 6,ql " 79b11
COOPERATIVE EXTENSION SERVICE (CES) r,qI W 78Ig
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail 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 doe 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 values to eliminate further discharge. -
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
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 flowing leaks-possible action:
a. Dig a small sump or ditch away from the embankment to catch all .
seepage, put in a submersible pump, and pump back to 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 notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-
site damage.
a. Contractors Name: /y,'Ju�s
b. Contractors Address: /v c
c. Contractors Phone: 7y4
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) �Il'4 c . a� ,, ,'J
a. Name: /Cohn �1 6 • me-Akidy Je. 'V-Z�
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.
2

CAROLINA FARMS
STEVE BREWER
7660 FEEDER TO FINISH SWINE
EARN
APPROVED ANAEROBIC LAGOON DESIGN
IRRIGATION DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED DAPS
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
EEULAVILLE, NC 28518
(919)658-07079 [phone]

Operator:JOHN S. BREWER County: EDGECOMBE Date: 04/04/97
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish) x 1417 lbs . = 0 lbs
sows (farrow to feeder) x 522 lbs. = 0 lbs
7680 head (finishing only) x 135 lbs. = 1036800 lbs
sows (farrow to wean) x 433 lbs. = 0 lbs
head (wean to feeder) x 30 lbs. = 0 lbs
Describe other
Total Average Live Weight = 1036800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1036800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1036800 cubic ft (includes 0 cu. ft. add. treat. vol. )
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = cubic feet
4. TOTAL DESIGNED VOLUME
Inside 'Lop length (feet)--------------------- 605 .0
Inside top width (feet)---------------------- 422. 1
Top of dike elevation (feet)----------------- 55.0
Bottorff of lagoon elevation (feet)------------ 43 .0
Freeboard (feet)----------------------------- 1 .5
Side slopes (inside lagoon)------------------ 3 .0 1
Total design volume using prismoidal formula
SSIEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 .0 3 .0 596 .0 413 .1 10. 5
AREA OF `1'OP
LENGTH * WIDTH =
596 . 0 413 . 1 246237 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
533 . 0 350. 1 186630 (AREA OF BOTTOM)
AREA OF 1IDSECTION
LENGTH * WIDTH * 4
564 . 5 381 .6 861766 (AREA OF MIDSECTION * 4)
CU. F`1'. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
246237 861766 186630 1.8
Total Designed Volume Available = 2265608 CU. FT.

5 TEMPORARY STO; 1GE REQUIRED
DRAINAGE: \REA:
Lagoon ( )p of dike)
( Length Width ) + Surface area of connecting waste facility
605 . 0 422 .1 0 .0
255400. 8 square feet
Buildinc,. (roof and lot water) or impervious area
0 . 0 square feet Describe this area.
COTAL DA 255400 . 8 square feet
Design L .tporary storage period to be 180 days .
5A. Volume of wa.; :e produced
Feces & i :ine production in gal./day per 135 lb. ALW 1 .37
`OIUIIIO = 1036800 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 1893888 gals. or 253193 .6 cubic feet
5B. Volume of wo! :1 water
This is 'ie amount of fresh water used for washing floors or volume
of fresk. later used for a flush system. Flush systems that recirculate
the lag , water are accounted for in 5A.
Voluiae = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0 . 0 cubic feet per CF
5C. Volume of r;a.. ifall in excess of evaporation
Use per] , l of time when rainfall exceeds evaporation by largest amount:.
180 .lays evaporation = 12 . 7 inches
180 lays rainfall = 20 . 1 inches
volume: 20. 1 in * DA / 12 in. per ft. = 428222 cubic feet runoff
Volume 12 . 7 in * lagoon DA/12 in./ft = 270725 cubic feet evap.
Volume = 157497 cubic feet

5D'. Volume of 25 year - 24 hour storm
Volume 14. 0 inches / 12 inches per foot * DA
Volume 297968 cubic feet
5E. Additional vo:Lume as follows:
TOTAL RE;>'JIRED TEMPORARY STORAGE
SA. 253194 cubic feet
5B• 0 cubic feet
iC. 157497 cubic feet
SD. 297968 cubic feet
SE. 0 cubic feet
TOTAL 708658 cubic feet
6. SUMMARY
Temporarj storage period____________________> 180 days
Rainfall .'luring wettest period of storage===> 20.1 inches
Evaporation during storage period=====______> 12.7 inches
25 year - 24 hour rainfall__________________> 14.0 inches
1 .5 feet
Side slc,yes_________________________________> 3 .0 : 1
Inside .:� , length==______________________ 605.0 feet
Inside t :>;> width____________________________> 422.1 feet
Top of cL::e elevation_______________________> 55.0 feet
Bottom ci' lagoon elevation__________________> 43.0 feet
Total rt_ :11.1ired volume_______________________> 1745458 cu. ft.
Actual d �:aign volume________________________> 2265608 cu. ft.
Seasona'. ;iigh watertable elevation (SHWT)===> 46 .5 feet
Stop pur. , Lng elev.__________________________> 46 .5 feet
Must 1: : > or = to the SHWT elev.=====____> 46.5 feet
Must 1: :2 > or = to min. req. treatment el .=> 49 . 0 feet
Required :ainimum treatment volume=====______> 1036800 cu. ft.
Volume a :: stop pumping elevation=====_______> 686175 cu. ft.
Start pi:.:,)ing elev._________________________> 50.6 feet
Must !: .: at bottom of freeboard & 25 yr. rainfall
Actual ,.Lume less 25 yr.- 24 hr. rainfall==> 1967640 cu. ft.
Volume, start pumping elevation=====______> 1576688 .cu. ft.
Require(., volume to be pumped________________> 410691 cu. ft.
Actual : 1.ume planned to be pumped=====_____> .$ww� � R� °''�f t.
Min. th:: :..cness of soil liner when required==> %% ,
7. DESIGNED BY: c2141LNj St6ZQicL,.-JAPPROVED BY: pqe rrP $ Q '+ 9
DATE: /awl ( 17 DATE: y �t0A
'+I
NOTE: S'; :: ATTACHED WASTE UTILIZATION PLAN 0+,, r CLYQE��.�`�
COMMENT::

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13

JOHN S. BREWER - EDGECOMBE COUNTY 04/04/97
HOG WASTE LAGOON 14:44
EXCAVATION VS FILL
SECTION STATION EXCAVATION FILL FILL VOLUME VOLUME VOLUME
AREA AREA AREA NO. 2 EXCAVATION FILL NO 1 FILL ND 2
AA -100.00 0.00 0.00 0.00 0.60 0.00 0.80
A 0.00 0.00 2751.60 0.00 0.00 137580.00 0.00
B 100.00 2751.60 948.40 181.60 137580.00 322580.00 9080.00
C 200.00 2756.30 912.60 201.70 412975.00 415630.00 28245.00
D 300.00 2837.10 1018.70 191.80 692645.00 512195.00 47920.00
E 400.00 2792.10 1351.10 199.60 974105.00 630685.00 67490.00
F 500.00 2375.70 1650.80 228.70 1232495.00 780780.00 88905.00
G 600.00 1457.60 2128.90 231.50 1424160.00 969765.00 111915.00
H 700.00 0.00 0.00 0.00 1497040.00 1076210.00 123490.00
c
TOTALS: EXCAVATION 1497040.00
FILL 1199700.00
RATIO: 1.25 /1

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JOHN S BREWER - EDGCOMB COUNTY 04/02/97
STAGE - STORAGE DATA 10:20
ELEVATION GROUND AREA GROUND AREA STORAGE VOL PRIZ STOR AREA VOLUME
ASSUMED SQ FT ACRES CU FT CU FT 10000 SQ FT 100000 CU FT
43. 0 187547.310 4.31 0.00 0.00 18 .75 0. 00
44. 0 192725. 27 4.42 190136.29 190130.41 19. 27 1.90
45.0 197969.39 4. 54 385483 . 62 385471.88 19. 80 3. 85
46. 0 203279.68 4.67 586108.16 586090. 56 20 . 33 5. 86
47. 0 208656.15 4. 79 792076.07 792052.62 20.87 7. 92
48. 5 216844.92 4. 98 1111201.87 1111158. 73 21.68 11.11
49. 0 219607.59 5.04 1220315.00 1220271.12 21. 96 12. 20
51.0 230823 .71 5. 30 1670746.30 1670655. 87 23 .08 16. 71
53. 0 242304 .51 5. 56 2143874 .52 2143737. 65 24 . 23 21.44
54.0 248144.17 5. 70 2389098.86 2388956. 20 24 .81 23.89
55.0 254050.000 5.83 2640195. 94 2640047.49 25. 41 26.40

JOHN S - BREWER FARM - EDGECOMB COUNTY
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CONTRACTORS AND CNGINCCE SCMCCS, INC.
1304 NORTH WILLIAM STREET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
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STEVE BREWER SITE
LAWRENCE, NC SR 1504

CONTRACTORS AND CNGINCCE SCRVICE59 INC.
1304 NORTH WILLIAM STREET
P. O. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
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LAWRENCE, NC SR 1504

�1
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
' (Liquid Systems)
Flush Gutters Accumulation of solids () Flush system is designed and operated .'a
sufficiently to remove accumulated
0 solids from gutters as designed.
/V () Remove bridging of accumulated solids at
' discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and -
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-6 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of -
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter - -
along water's edge on Impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage. " ' -
NW Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15.30 day interval during winter).
Feed Storage Accumulations of feed residues W 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
` � products).
V.Y Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals Is minimal.
j (1 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(I.e.Inspect for and remove or break up accumulated
solids as needed).
AMIC--Novembar 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7.10 day
Systems interval during summer; 15-30 days Interval during
winter) where manure is loaded for land application
or disposal.
(1 Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
In filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation, The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27895-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead s d
Swine ---•• t-r vegetative or wooded buffers;
M Recommended best management
\ practices;
\N Good judgment and common sense
Animal body surfaces Dirty manure-covered animals N Dry floors
Floor surfaces Wet manure-covered floors '�R Slotted floors;
�*') Waterers located over slotted floors;
\'k) Feedere at high end of solid floors;
y) Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit "
recharge,or scrape
Parital micorbial decomposition O Underfloor ventilation - '
Ventilation exhaust fans Volatile gases; Fan maintanence;
Dust NQ Efficient air movement
Indoor surfaces Dust
"fl Washdown between groups of animals
O Feed additives;
11 Feeder covers;
�'W Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon 1) Flush tank covers
liquid whiles tanks are filling ( )Extend fill lines to near bottom of
tanks with anti-siphon vents -
Flush alleys Agitation during wastewater Underfloor flush with underfloor
oonveyanance 7 ventilation
Pit recharge points Agitation of recycled lagoon ) Extend rechard lines to near bottom of
- liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling OSump tank covers
and drawdown - . .
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes '
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions 1 Proper lagoon liquid capacity --
Biological mixing �'N Correct lagoon startup procedures
Agitation "M Minimum surface area-to-volume ratio
Minimum agitation when pumping
'r) Mechanical aeration
(1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Irrigate on dry days with little or no wind
Wind draft 'T1 Minimum recommended operation pressure
NI Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( I Bottom or midlevel loading
surface Mixing while filling ( )Tank covers
Agitation when emptying () Basin surface mats of solids
(I Proven biological additives or oxidants
Settling basin surface Partial mlcobiel decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volatile gas emissions (I Wash residual manure from spreader after use
(I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil Infection of slurry/sludges
or sludge on field surfaces () Soil Incorporation within 48 hours - - -
()Spread in thin uniform layers for rapid drying
(i Proven biological additives or oxidants
Dead animals Carcass decomposition ) Proper disposition of carcasses
Dead animal disposal Carcass decomposition 1 1 Complete covering of carcasses in burial pits - -- --
pits ( I Proper location/construction of disposal pits
Incinerators Incomplete combustion 1 I Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads --f) Farm access road maintenance -"
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE -
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-SAE
Swine Production Facility Manure Management: Underfloor Fluss--Lagoon Treatment; EBAE 129-88 NCSU-BAE - - - •--
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-SAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manuel NC Pork Produces 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
The issues checked ( ) pertain to this operation, The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical,
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

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 be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 106-168.7
( 1 Complete incineration
( 1 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)

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

Lagoon surface—look for:
1. undesirable vegetative growth
2, floating or lodged debris
Embankment—look for:
1. settlement, cracking, or "jug" holes
2, side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps—check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry af/ surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
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Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work), Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1 . Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per *000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0,
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to ISA
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
H. Certification of Design
A) Collection Storage, Treatment System
Check the appropriate box
( ) Existing facility without retrofit(SD or WUP)
St rage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
( New, expanded or retrofitted facile (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print) /7�r
Affiliation: Agriment Services Inc
111j
Address(Agency) 919 56& '• Phone No:
Signature: Date:
9
's
6 s'
B) Land Application Site lWUPF. ., J��
P yF
The plan provides for mins4j ... eke); adequate amount of land for waste utilization; chosen cropis
suitable for waste manageme� ir�t/pin �peZ�r ent loading rates.
' 1j1j111nllirrrrr�
Name of Technical Specialist (Please Print Jh
Affiliation: Agriment Services Inc
Address (Agency): Beulaville, NC 28518 Phone No:
568-2420 919 658.0707
Signature: Date: �1 9
C) Runoff Controls from Exterior Lots
Checl a appropriate box
( Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to tr nimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
oarl o// c/k.
Affiliation: Agriment Services Inc
Address (Agenc • Beulaville, NC 28618 Phone No.:
19)568-2420 919 658-0707
Signature: Date: G�S q7
AWC -- January I, 1997 2

3300 � �
C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
bledrods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities wit/tout exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D)Application and Handling Equipment Installation (WUP or I)
Check tU�Rate block
Sze. Ta�yr 1- �-' Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
GAqy-k j)s bwW-0 Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
{ /�• the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
r adjustment guidance have been provided to the owners and are contained as part of the plan.
O Conditional approval: Animul waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):Ao erg J�Z r �n+✓
Affiliation e 4l -:5^rm-:;xJ Date Work Completed:
Address (A- cy). - ) 3 3� C 14,'1/ AIC- Phone No.
Signatur . Date: 711"�
The following signatu a block is only to be used when the box for conditional approval in III D.
above has been checked.
I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control Insect Control and Mortality Management (SD, SI, WUP. RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational_
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.;
Signature: Date:
AWC -- august 1, 1997 5

D) Application and Handling Equipment
Check the Appropriate box
O Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
( New, expanded. or existing facility without existing waste application equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
O New.expanded or existing facility without existing waste application equipment for land spreading not using spray
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by,the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established:required buffers can be maintained; calibration and adjustment guidance�tN Rftujs part of the
Ian). C
Name of Technical Specialist (Please Print): •g• i0 SS/ ,
,
•� a
Affiliation: Agriment Services Inc = E L
P O Box 1096 10 4062 = W
Beulaville, NC 28518 a F:, ,••
Address(Agenhc ): 919 568- 420, 919 6588-0707 Phone No: �� .,•Q�I�E•••,. ®.
Signature: V C' Date: �{ � 12 ��++h+nnl Dpa`%0
E) Odor Control, Insect Control Mortality an ement and Emergency Action Plan S SI WUP RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manan ement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): e yn ,� G C Cam r Ji
Affiliation: Agriment Services Inc
P O Box 1096
Address enc(Ag y) (91 eulaville, NC 28518
420, 919)658.0707 Phone.No.:
Signature: Date:
F) Written Notice f New or Ex andirie Fa
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded 1(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCOS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner: cv /�icc✓c
Signature: Y <7fDate: y �� 9 7
Name of Manager (if different from owner):
Signature: Date:
AWC-- January 1, 1997 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.ttJJr
Application Date: '7 111/17
I . REQUIRED ITEMS CHECKLIST
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and two copies of the application for General Permit- s�
Animal Waste Operations;
2. Three copies of a general location reap indicating the location of the animal waste facilities and
field locations where animal waste is disposed; S is
3. Three copies of Part 11 of the Animal Waste Management Plan(AWMP)Certification Form If
the facility does not have Pan Il of the AWMP completed,it must be completed prior to S
submittal of a general permit application for animal waste operations.
II. GENERAL INFORMATION: �
1. Farm's name; � / GIIG rc.J//���PGwLy Ata l A
2. Print Land Owner's natne: �74e✓a lJ1e vie,,
3. Mailing address:. qi 2 7 Zf_W4 Sg A)LK
City: 1V31501% State: /UG Zip: a 7 F 7 4
Telephone Number:( 91'? _) 3 3
4. County where farm is locatgd: IE 4e Gon b G
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):
S)O 16041 5 R 1505
6. Print Farm Manager's name (if different from Land Owner): ��--
7. Lessee's l Integrator's name (if applicable; please circle which type is listed): �aYo�rNa /`ur^
FORM: ANPO-G-NE 1/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No.of Animals"
should be the maximum number,for which the waste management structures were designed.
T=of Swine No. of Animals Tvce of Poultry No. of Animals T)=of Cattle No. of Animals
0 Wean lo Feeder 0 Layer 0 Dairy
eeder to Finish 7690 0 Non-Layer 0 Beef
0 Farrow to Wean (#sow) 0 Turkey
0 Farrow to Feeder(#sow)
0 Farrow to Finish(#sow)
Other Type of Livestock on the fast: No. of Animals
3. Acreage sleazed and available for application: Id y 7 ;Required Acreage (as listed in the AWMP): sue_
4. Number of Lagoons: ;Total Capacity: 22 (o 15&D 73 Cubic Feet (ft3)
Number of Storage Ponds:_;Total Capacity: Cubic Feet.(ft3)
5. Are subsurface drains present within 100'of any of the proposed application fields? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217?(Swine Only) YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were siled? ��f�4gy
What was the date that this facility's land application areas were sired?
IV. APPLICANT'S CERTIFICATION:
I, S f"C(JG ,(/'eI✓G✓ (Land Owner's name listed in question I.2),attest that
this application for f %CIA u'm� �oasfruofrb. C✓w• L
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans 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.
Signatures > G r2A�� Date
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Managei s name listed in question I.6),attest that this
application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: AWO-G-NE 1/97 Page 2 of 3

ODOR BMP"S
(1) Grower/Owner Name: Steve Brewer
Farm Name: Steve Brewer Farm #1
Location of Farm: 5127 Hwy 58 North
Wilson, NC 27896
(2) Name of person filing BMP: Steve Brewer
Title of person filing BMP: Owner/Operator
Address of person filing BMP: 5127 Hwy 58 North
Wilson, NC 27896
Telephone # of person filing BMP: [phone]
(3) Sources of odor within the animal operation: Farmstead, Barns,
Lagoon, Irrigation (at time of operation)
(4) Describe how odor will be controlled from:
(a) animal houses- Frequent manure removal by flush, pit-recharge,
and scrape. Fan maintenance for efficient air movement. Wash down
of basis between groups of animal.
(b) lagoon- Extend discharge point of pipes underneath lagoon liquid
level .
(c) waste application fields- Vegetative or wooded buffers. All
sprayfields are surrounded by woods and all field parameters (buffers)
are planted in cotton each year for better identity of buffers during
irrigation events.
(d) waste conveyances/accumulation points Irrigate on dry days with
little or no wind. Pump intake near lagoon liquid surface. Continued
maintenance of irrigation equipment.

(5) Please see attachment (attachment includes a diagram or aerial of all
structures and lagoons at the animal operation, forced air directions,
and approximate distances to structures or groups of structures
within 3,000 feet of the property line of the animal operation)
(6) Schedule of implementation of this BMP (not to exceed six months by
which the plan becomes implemented). This BMP has been implemented
on the Steve Brewer Farm #1 since start of operation (1998).
(7) Describe how the plan will be implemented; and the training of
personnel: Plan is currently implemented by Mr. Steve Brewer and his
family who own and operate this facility.
(8) Describe inspection and maintenance procedures: Daily lagoon
inspection by the owner/operator. Daily maintenance inspection inside
barns made by the owner/operator each morning and before leaving the
farm each day. All irrigation equipment is calibrated annually and
inspected before and during irrigation events. Operation and Maintenance
Plan on site. Emergency Action Plan on site.
(9) Describe methods of monitoring and recordlceeping to verify
compliance with the plan: Methods of monitoring are continues due to
the fact that the owner/operator spends approximately 10 to 12 hrs. per day
on this facility. Operation and Maintenance Plan on site. 4(b), 4(c), and
4(d) is obviously monitored and verified during daily visual inspections.
This is my best,management plan submittal, however if you have any questions you may
contact me at [phone] or you may contact Mrs. Greer Moore with Premium
Standard Farms, Inc. at [phone] x2265.
Sincerely,
Steve Brewer
Owner/Operator
cc: Greer Moore- PSF of NC
cc: Division of Air Quality—RRO

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USDA United States
Department of Agriculture Edgecombe County, North Carolina Farm 3662
Tract 317
2019 Program Year
CLU Acres HEL Crop
1 7.0 NHEL
2 5.5 NHEL
3 3.19 NHEL
6 3.34 NHEL Noncro land
7 9.44 NHEL
9 0.34 NHEL
10 4.3 NHEL
12 3.9 NHEL
14 3.73 UHEL I Noncro land
15 16.67 UHEL I Noncro land
16 8.1 NHEL
17 0.18 UHEL Noncro land
19 2.07 UHEL Noncro land
20 4.18 NHEL
21 1.92 NHEL
!. 22 13.86 NHEL
23 1.91 NHEL
24 10.12 NHEL
25 6.05 NHEL
26 12.63 NHEL
27 2.81 NHEL
' 28 3.16 NHEL
30 3.11 NHEL
31 3.83 NHEL
32 2.29 UHEL Noncro land
35 1.45 UHEL Noncropland
36 1.5 UHEL Noncro land
Page Cropland Total: 105.35 acres
Map Created November 02,2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non-Cropland -
oTract Boundary
Wetland Determination Identifiers
• Restricted Use
V Limped Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as Is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to youronginal determination(CPA-02e and attached maps)for exact boundaries and determinations or contact NRCS.

j/
2D

ttllt' r':. S7SlL �'26Gc�'�' 7
l re 6;zGa"Coa�)4E C)WAlr/, AC
pze and'gize o[Oneratiort:
7660 7bt','O1N6
;.mob Class:
oon'
ond:
Other. Ider :
$tanee to Nearest Non-Farm Resilience or Public Facility
stance to wells and other water sources:
7/Ono beef
hard Classfieation:
">�' /ar�mn s/zec,d breach •�tc����s �,:rnu.</ f'v�r<e!� /�'c�o C3�,1' , aPpits,�, -��vU�i'.
.cJi�rearn. Ckuasf .'r»�piave.rmn� is' S� /5Z7�i , GY,o/»er , /i�k9�Cf; clocop.str'd?m•
)using Facility
'• uIlPt' flash
boon. Sp ifi s:
yid or
Onai ig Cycle.,
page 1

L �
and Aolicotion oF_. ','!^_(acres avail2hlo eron, etc.)..
(fib pil s X �.. :.. /V/c.,/mo/�t� '= /7 6 y" lb /✓ncr year {o d;s»- o
'G acres of d, liar,/ 1)eev6d
' /PCL•/ d.S " / �Or Luas�. r� ��J/.'t•47Sdn
fY.f �L.. S•LLL� IJI�r Q6
lll.�te b77gatlo/t all. . :� llts or. �P/�11CItr
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a�aG/e sci!s �xu. ! r cmb4n x=m c'or" r` Ln
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r .2 CrOri ?c5/c d J 7C e4 o r �
riterested n: ltay /�J"
Hav mower:
Hav rake:
Hav baler
Havtmiler•
Hav maLket
�ellaneotts lterns•
abtli(v o/ sUe(yc) Ia__ operation
r� r,��s �st�. _8acirernerrls fo nearPsf r�/�F,r� ,
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page 2

_ - ... U. S. DEPARTMENT Of AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY Of PROPOSED POND SITE
`,ERS NA J 57 ✓F tf�Fi1 LAP DISTRICT cLY (�7Y4Y
COUNTY
s. PHOTO SIEEET NO. •• WORK UNIT
WATERSHED AREA MEASURLMENN
'.AND_._..ACRSS PASTURE—ACRES 44,4XN 1/ 11, 6,&;W"7ey
-AND_ACRES TOTAL ACRES I aMMpyCLASS WORK UNIT CONSERVATIO:415T
H OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. WLI& In-_feat)
LocaN rT/<rm<r Poi,/ In em(o lin, o/dam and Idaoh'/y On
I
if
I
I I i
i I i
i I I t I I I II I
BORING NUMBER AND PROFILE
Ala!<and UYl dmnyBe and 19111 ay "Ome, fill/•.Ibn Pond, ow and IO­ow PH 6ednP1•1<Pnmh an,A mma<l and"no.
,ConMna<d on au arAm nffuuryl SAoar aah, IaAh ehwdanr on dam.,ih farina'.
l 2 I J S S 8 B 10 11 11 12 1 13 u 5 IB 17 18 l9 I 1 22 ?3
h I 1 5 +
rQ 1/ ) L I I 4• !�
. i+ / - 1 r I 1 lI l
SM 1!
'-1 /Z? so I I'r r 121 Sm . Sc ! /�r
_ i
S 1 < .
3•
S MADE BY _{7 •�--� SIGNATURE & TTtLE`(,�OV
o l -/A ric/1)1/y G7e -//,e
'r�li'X7,15'rCr GGCJ.i 7� ''���JrrC777� �Ci sJpO/.l,
.>S

1.'9rJ 17:Sb FHA TARBORO I.IC + 191923755.59
rW TYPES OF MATERIAL ENCOUNTERED IN BORINGS
_ Was one of systems below)
Ut;IFIED CLASSIFICATION USDA CLASSIFICATION
GW-'W','cJlraded gravels; gravel, sand mix g• gravel
gradsd gravelss -,send
rucels; gravel-sand-silt mix vfs-very fine sand
- i'Ye grovels; gravel-sand-ela.y,otlx al-sandy loam
SW.Well u dt d sands; sand•grgvel mix fail:-fine sandy loam
SP-Poorly iva led sands I•1)cam
SM-Silty sazd gl•Igtavelly loam
-� SC-Clsycy sends; sand-clay mixtures s!•`!Lt
Lu
s; :;i(ly, v.fine sands;sandy orclaytysilt sdl• slltloam
ys of :ow to medium plasticity el• lay loam
rgraic ❑!nyc of high plasticity aial-silty clay loam
ti� ;tilts scl•sandyclay loam
anic silts and silty clays, low plasticity sic•silty clay
am: clays, medium to high plasticity essay
. 1bl. ;na:eital fnr •mba*kmant ie availabla a No 11ndlror, wAm lewra on /d..,NkA ow
REMARK,.:
GCSE{,
2 Erp! nti• reowrag .p#ciEl ataotlon it deeisn is.o, ,, mNro..r. k '@.r
�'�,- , ;: „ a•� •, �,�' �urFA�e l-;sm. so�l� h�a/-e Plaa�.nr� o.�' �rn� ,•,�`
/� ;x/s o'uvn i rrfoesf' sa/%s > 6a / 6
c'om/xr
�nQ�Y/7c!/ 7b a
o he cs� 1 e �b/,2
24 26 28 ; _7 30 31 82 33 U' 86 38 37 38 39 40 41 42 43 44 {b 48 {? 48:. {9 ✓0 61 _ ...
n
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