310376_Application_20240401

State of North Carolina
epartment of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Requcst for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30,2024,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 3,2024.
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. Certificate Of Coverage Number; AWS310376
2. Facility Name: Dunlin 1 &2
3. Permittee's Name(same as on the Waste Management Plan): Wbw Sow Farms LLC
4. Permittee's Mailing Address: 1122 Oberlin Rd
City: Ralei 1, State: NC Zip: 27605
Telephone Number: 910-866-4395 Ext. E-mail:
5. Facility's Physical Address: 1604 N NC 11 903 HAN-X
City: ICenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Tam-VArhf%ff Mx
8. Farm Manager's telephone number(include area code): a:ra-
9. Integrator's Name(if there is not an Integrator,write"None"): Murpht-Brown LLC
10. Operator Name(OIC): he4ict-S iz"ffs Phone No.: ,n�-w S;;9;9=- OIC#:
nQa
11. Lessee's Name(if there is not a Lessee,write"None"): asa.%o-QoQa
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 7,200
gyga ion 1Y.Res:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Othcr
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 roulb
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 Lagoon 11/10/1993 Full,clay 1,749,610.00 206,039.00 19.50
LAGOON#2 Lagoon 11/10/1993 Full,clay 1,752,124.00 192,535.00 19,50
LAGOON 43 Lagoon 8/29/1996 Full,clay 1,853,245.00 201,903.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical svecialist,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 MRCS 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,solids separators,sludge drying system,waste transfers,etc.)
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. (IS
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Title:
p Y
Signature: Date:
Name(Print): _ - Title:
Signature: — _ __ ,.._._ ._—_ — _ Date: A
Name(Print): — Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animai.6perationsQdeq.nc.g6v
NCDEQ-DWR
Animal Feeding Operations Program
1.636 Mail Service Center
Raleigh,North Carolina 27699-1636

F
t
ROY COOPER `,,
Governor t 1
ELIZABETH S.BISER ` �^
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024 MAR 2 9 2024
Wbw Sow Farms LLC
Duplin 1 &2 NC DEO/DWR
1122 Oberlin Rd Central Office
Raleigh,NC 27605
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one ofthe Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Dischanie General
Permits, you must submit an ann ication for nermit coverage to the Division of Water Resources IDWR1 by April 3.2024.
Enclosed you will find a "Reciaest for Certificate of Coverage for Facilit\ Currenth Covered by an Expirin, State
Non-Discharge General Permit."The application form must be comi,leted si_•ned bo the Permittee.and returned to the DWR b�
Arrril 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operationsr--deq.nc.aov
phone:[phone]
Please note that you must include one i l) cony of the Certified Animal Waste Management Plan i CAWMP l with the
comideted and siened apn6lcation form. A list of items included in the CAWMP can be found on p&:e 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deo.nc:cov/animaliaermits2024.General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
3 -
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facilit Currenth Covered bA'an Exnirine State Non-Discharge
General Permit
NorthCiro]ianD%urtmentafEnilraantatalQaslity DirbioaoflliaterResourres
$12 North adlishmy strew 1634 Mail&Mce Ct nt r RsJ4gk North Carolina 2'Td99-1dM

Nutrient Management Plan For Animal Waste Utilization
12-28-2021
This plan has been prepared for: This plan has been developed by:
Duplin 1 & 2 (31-376) Ronnie G. Kennedy.1r.
WBW Sow Farms, LLC Agrimenl Services, Inc.
1122 Oberlin Road PO Box 1096
Raleigh, NC 27605 Beulaville, NC 28518
[phone] 252-568-2618
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
/II
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:
Technical Specialist Signature Date t
-- - - --- --------- - -- - - - -
457999 Database Version 4.1 Date Printed: 12-28-2021 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Wean ling Lagoon Liquid waste generated 23,061,600 gals/year by a
7,200 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 27713
Incorporated 33255
Injected 33255
Irrigated 27713
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 27,713 27832 -119 23,160,892 -99,292
Year 1 27,713 29303 -1,590 24,384,672 -1,323,072
Note: In source 1D,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.
457999 Database Version 4.1 Date Printed: 12-28-2021 Source Page 1 of I

Narrative
12/28/2021
This plan changes fields#8A,B,C,&D to corn/wheat/soybean and fields#2A,C,E,&#4 CP2 to bermuda
hay/small grain. Grower may also plant and apply 30lbs PAN to small grain cover crop after removal of
soybeans and before planning corn.Therefore,the next crop would need its PAN reduced by any waste
applications that accrued on previous small grain cover crop. If no applications accrue on cover crop
reduction is not required.
100 Ibs overseed small grain option may be used if needed. Using the following guidance:
Updated Crop Management Practices for Bermuda Winter Overseed
This document,as approved by the Interagency Nutrient Management Committee on October 10,2017,
hereby modified the July 13, 1998 Memorandum "Crop Management Practices for Select Forages Used
in Waste Management". This modification updates the application window protocol for the 100 lb
Nitrogen PAN rate for both Cereal Rye and Annual Ryegrass,as well as winter small grains.
*Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no more than 50 Ibs./ac
PAN from October 1 through December 31 and no more than 50 Ibs./ac PAN from January I through
March 31.
*Applications made during the months of December and January cannot exceed the combined total of 25
lbs./ac PAN for the two-month period.
*The last application of animal waste is to be applied to the bermuda crop prior to September 30.
*The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those requirements include
but are not limited to:
*Cereal rye and annual ryegrass should be planted by October 15 to provide the best opportunity to get
winter growth.
*A harvest is required prior to heading or April 7,whichever comes first, for both cereal rye and annual
ryegrass. This is necessary to minimize the potential for shading of emerging bermuda and reducing its
yield. To favor the production of bermuda,additional harvest of annual ryegrass will be required when
the ryegrass canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
1/28/2015
This plan is a revision of the 9/21/2004 plan completed by Ronnie G. Kennedy. Plan shows addition of
the new center pivots. Bermuda hay rates came from historical rates from the 9/21/2001 plan.
All fields must meet monitoring and reporting requirements when used. Mr. Whitfield plans to apply
swine waste in accordance with his specific waste analysis not to exceed the hydraulic loading of the
soils.
----------------------------------------- - - - - - ------ ---g - -- ----
457999 Database Version 4.1 Date Printed: 12-28-2021 Narrative Page 1 of I

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
Fieldl IA 4.18 4.18 N/A Noboco Small Grain Oversecd 1.01'011s
I lybrid Bermudagrass 1-lay 6.5 Tons
Field 1 113 2.63 2.63 N/A Noboco Small Grain Oversced l.o Tons
Hybrid Bermudagrass I lay 6.5 Tons
Field2 2A 0.96 0.96 N/A Noboco Small Grain Overseed I.0 Tons
Hybrid Bermudagrass I lay 6.5 Tons
Field2 2B 4.45 4.45 N/A Noboco Small Grain Oversced 1.0'1'ons
Hybrid Bermudagrass flay 6.5 Tans
Field2 2C 1.51 1.51 N/A Noboco Small Grain Overseed 1.01'om
Hybrid Bermudagrass Hay 6.5 Tons
Field2 2D 3.27 3.27 N/A Noboao Small Grain Overseed 1.0'1'ons
Hybrid Bermudagrass Flay 6.5 Tons
Field2 2E 2.64 2.64 N/A Noboco Small Grain Oversecd l.0 Tons
Hybrid Bermudagrass Flay 6.5'fons
Field3 3A 4.17 4.17 N/A ITorhunto Small Grain Owmeed 1 A Pons
Hybrid Bermudagrass Flay 5.0'fons
Field3 3B 4.53 4.53 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Flay 5.0 Tons
Field3 3C 3.87 3.87 N/A Torhunta Small Grain Oversccd 1.0 Tons
Hybrid Bermudagrass 1-lay 5.01'tms
NON CP2 15.89 15.89 NIA -rorhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Flay 5.0 Tons
Fields 5A 3.84 3.84 N/A Torhunta Corn.Grain 125 bu
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field6 6A 4.53 4.53 N/A Torhunta Corn.Grain 125 hu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field6 6B 4.80 4.80 N/A Torhunta Corn,Grain 12'
bu.
Wheat.Grain 55 bu.
Soybeans.Manured.Double Crop 35 bu.
457999 Database Version 4.1 Date Printed 12/28/2021
PCS Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Field6 6C 4.20 4.20 N/A Torhunta Corn,Grain 125 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 35 bu.
Field? 7E 6.72 6.72 N/A Torhunta Corn,Grain 125 bu.
Wheat.Grain 55 bu.
Soybeans.Manured,Double Crop 35 bu.
Field7 CPI 24.04 24.04 N/A Pactolus Corn,Grain 65 bu.
Wheat,Grain 35 bu.
Soybeans.Manured,Double Crop 21 hu.
Field8 8A 5.391 5.39 N/A Pactolus Corn.Grain 65 bu.
Wheat.Grain 35 bu.
Soybeans.Manured,Double Crop 21 bu.
Field8 8B 5.22 5.22 N/A Pactolus Corn,Grain 65 bu-
Wheat,Grain 35 bu.
Soybeans,Manurcd,Double Crop 21 hu.
Field8 8C 2.661 2.66 N/A Pactolus Corn,Grain 65 bu.
Wheat.Grain 35 bu.
Soybeans,Manurcd,Double Crop 21 bu.
Field8 8D 3.50 3.50 N/A Pactolus Corn,Grain 65 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 21 bu.
Field9 9A 1.57 1.57 N/A Pactolus Small Grain Ovcrseed 1.0 Tons
Hybrid Bermudagrass I-lay 5.0 Tons
Field9 9B 1.64 1.64 N/A Pactolus Small Grain Overseed 1.0 Tons
I lybrid Bermudagrass Hay 5.0'rons
Field9 9C 2.55 2.55 N/A Pactolus Small Grain Overseed 1.0 Tons
I lybrid Bermudagrass I lay 5.0'rons
Field9 9D 4.56 4.56 N/A Pactolus Small Grain Overseed 1.0 Tons
1-7 Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 123.32 123.32
457999 Database Version 4.1 Date Printed 12/28/2021
PCS Page 2 of 3
NOTE: Symbol*means user entered data.

L/ Potential Leaching Technical Guidance
Low potential to contribute to soluble None
nutrient leaching below the root zone.
& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soi Is available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients.Sod-Based Rotations
(328).Long-Term No-Till(778).and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
457999 Database Version 4.1 Date Printed 12/28/2021
PCS Page 3 01'3
NOTE: Symbol*means user entered data.

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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)
Field I I A Noboco 0.50 1.0
Field I 1 B Noboco 0.50 1.0
Field2 2A Noboco 0.50 1.0
Field2 2B Noboco 0.50 1.0
Field2 2C Noboco 0.50 1.0
Field2 2D Noboco 0.50 1.0
Field2 2E Noboco 0.50 1.0
Field3 3A Torhunta 0.45 1.0
Field3 3B Torhunta 0.45 1.0
Field3 3C Torhunta 0.45 1.0
Field4 CP2 Torhunta 0.45 1.0
Fields 5A Torhunta 0.45 1.0
Field6 6A Torhunta 0.45 1.0
Field6 6B Torhunta 0.45 1.0
Field6 6C Torhunta 0.45 1.0
Field? 7E Torhunta 0.45 1.0
Field7 CPI Pactolus 0.75 1.0
Field8 8A Pactolus 0.75 1.0
Field8 813 Pactolus 0.75 1.0
Field8 8C Pactolus 0.75 1.0
Field8 8D Pactolus 0.75 1.0
Field9 9A Pactolus 0.75 1.0
Field9 9B Pactolus 0.75 1.0
Field9 9C jPactolus 0.75 1.0
Field9 9D Pactolus 0.75 1.0
457999 Database Version 4.1 Date Printed 12/28/2021 1AF Page 1 of I
NOTE: Symbol*means user entered data.

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 ofcopperand 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
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge- Standard
Com 120 bu 150 14.69 191.17 382.34 573.51
Hay 6 ton R.Y.E. 300 29.38 95.58 191.17 286.75
Soybean 40 bu 160 15.67 179.22 358.44 537.66
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457999 Database Version 4.1 Date Printed: 12-28-2021 Sludge Page I of I

f
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 Storaue Canacity
Source Name Swine Farrowine-Weanlim,La oon Liquid Design Storage Capacity(Days)
Start Date 9/1 I80
Plan Year Month Available Storage Capacity(Days)
1 1 53
1 2 46
1 3 57
1 4 74
1 5 90
1 6 118
1 7 120
1 8 122
1 9 122
1 10 108
1 11 97
l 12 79
2 1 61
2 2 52
2 3 60
2 4 84
2 5 99
2 6 131
2 7 151
2 8 166
2 9 171
2 10 146
2 11 124
2 12 99
*Available Storage Capacity is calculated as of the end of each month.
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457999 Database Version 4.1 Date Printed: 12-28-2021 Capacity Page I 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).
-------------- ---------------- - - -- - -- ----------- ---- ------
457999 Database Version 4.1 Date Printed: 12/28/2021 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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457999 Database Version 4.1 Date Printed: 12 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities,showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be 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 mark the maximum
storage volume for waste storage ponds.
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457999 Database Version 4.1 Date Printed: 12/28/2021 Specification Page 3

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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457999 Database Version 4.1 Date Printed: 12/28/2021 Specification Page 4

Crop Notes
The following crop note applies to field(s): 5A, 6A,613,6C, 7E
Corn CP,Organic Soils
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 8A, 813, 8C,81),CPI
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 3A, 313,3C,CP2
Bermudagrass: Coastal Plain, Organic Soil
Adaptation:Not adapted.
--------------------------- - -- - - -- -------------- --------------- ------g --
457999 Database Version 4.1 Date Printed: 12-28-2021 CropNote Page 1 of 5

The following crop note applies to field(s): 9A,9B,9C,9D
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I 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 I' 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): I A, 1 B, 2A,213,2C,2D,2E
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 I' to 1.5' in row.
For broadcasttdisked-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 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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.
----------- - - -- - -- ------ -.... --- - - - -- - - -- - - - .. - - -- -
457999 Database Version 4.1 Date Printed: 12-28-2021 CropNote Page
e 2 of 5

The following crop note applies to field(s): 3A, 313,3C,CP2
Small Grain: Coastal Plain,Organic Soils
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 Ibs/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): 9A,913,9C,91)
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 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 A, 1 B, 2A, 213,2C,21),2E
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 1/2 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.
---- -- ---- - -- - - - ---------- --- - ---------- --- - ------ -- ----- ..
457999 Database Version 4.1 Date Printed: 12-28-2021 Crop Note Page 3 of 5

The following crop note applies to field(s): 5A, 6A,613, 6C, 7E
Wheat: Coastal Plain,Organic Soils
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep 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.Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 8A, 813, 8C, 8D,CPI
Wheat: Coastal Plain, Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep 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.Adequate depth control when planting the wheat 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 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 5A, 6A,613,6C, 7E
Double-Crop Soybeans, Coastal Plain:Organic Soils
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. For soils such as-------phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
- ---- ----- --- --- ------ -- - - - - - - -- --
457999 Database Version 4.1 Date Printed: 12-28-2021 Crop Note Page 4 of 5

The following crop note applies to field(s): 8A, 813, 8C, 8D,CPI
Double-Crop Soybeans,Coastal Plain: Mineral soil, medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15" rows;6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
- - _ ---- - -------- --- - - .-.. - - -----g-----.
457999 Database Version 4.1 Date Printed: 12-28-2021 CropNote Page 5 of 5

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Enter our contact information.
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. MORE RIGHT THAN RAIN
Grower: Tom Whitfield Date:06/1-2/2014
Farm:System Design 1 :6/12/2014 Field Name: Field Layout 2 :6/12/2014 Field Area: 21.96 acres
System model: E2065 System Length: 422.00 ft Total Irr.Area: 15.89 acres
Number of Spans: 2
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System Length 422.00 Total Spans: 2 1st/2nd Endgun Throw: 100
Pivot Center Lat/Long: 350'38.71"N/7751'52.84"W Degree of Sweep: 360.00
Total Irrigated Acres: 15.89 Pivot Acres: 12.84 Istl2nd Endgun Areas: 3.05
SAC/S$AC:Acres: Wrap Span Acres: Drop Span Acres:
Primary Coverage
42.5
Span Information
Span
Model: E2060 E20601 End Boom:
Length: 194' 194': 32';
Dist-Twi.
Pipe Size.. 6 6 N/A E
Outlet sp; 57" 57", 57";
Primary{1st)Endgun Areas by Location
SR1 00 i Dqqreq from North
Degree from Pivot Start Latitude I Longitude in Degrees Area
(feet) start Stop start Stop V -Start- Stop Acres
35 0'43.85"N 35 0'42,17"N
Area 1 5.6 49.4 5.6 1 49.4 77 51'52,41"W 77 51'48.19"W 1 0.83 acres
►Area 2 109.4 181,9- -T' 109A 181.9 35 0'37,13"N 35 0'33.55"N 1,37 acres
77 51'46.86"W 77 51'52.87"W
2 35 0'36V"NF -T5 o'-40.91"N
Area 3 252.0 296.9 '520 1 296,9 0.85 acres
77 51'58.7 77 51'58.51"W

U# 0 14.4 U0 1)1) jr.A.1 alb
Wkg Atr#KT THM "N RAINMAN IRRIGATION, INC.
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Irrigation system Proposal MU2004
au—stomer'Information Dealer Information
RAINMAN UWGA110N,INC.
Tom Whitfield P.O.BOX 1137 429 E.HWY 55
MOUNT OUvE,NC 28365
Phone: [phone]
FAX: [phone]
Mobilo. (919)3443950
System InjoMation
S Center Pivot - Model* E2"0-WS7"
ystem Type:
SYS=GPM: $50 GPM System Logth: 522 feet
5 feet 19.90 Acres
Top of inlet Pressure: 60.91 PSI S�stcpAcrcs:
Fzd Pressure 55.00 PSI Acres:
HOurs to Apply an Wh: 23.40 Hours Total Acres: =U-04�cr"
Sp-an Information _MaLwLTr k
175, 177'
61' 175' 352'
6- 499#
2
3 61' 137'
EB 6" 32' 52T
Irrigstion system Proposal page I of 5
Customer Name: Tom Whitfield 712712004

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DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000(Swine Facilities)
NCA300000(Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition A. 16.of each of these Permits reads as follows:
Within one hundred and twenty (120)days of the effective date of a COC issued under this permit,the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120*
day following the effective date of the COC on a form supplied by,or approved by,the Division.
Please check the box below that indicates your commitment to do one of the following.
rXWithin one hundred and twenty (120) days of the effective date of a COC issued under this permit, I
shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically
stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system,or those
persons directly responsible for gathering the information,the information submitted is,to the best of my
knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for
submitting false information,including the possibility of fines and imprisonment for knowing violations."
Facility Name AM Eel J Facility Number 31 _ 3 7L
Permit Number N 4: 4 1 3 1,3 7
Permittee Name and Title(type or print)
-c-0
Signature of Permittee Date
Signature of Operator in Charge Date
(if different from Permittee)
DTASIE 3-14-03 1

Irrigated Acreage Determination Procedures
for Wastewater Application F.quorad
Aph
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKSHEET
I. Make and model number ABI 90AT1250
2. Hose length 1250' [feet]and hose inside diameter(ID) 3.00" [inch]
3. Gun make and model number NELSON SR15OR BIG GUN
4. Gun nozzle size 0.861' [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [dew]
6. Travel lane spacing 162--270' [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 23 . Number of interior hydrants 10
7. Gun wetted diameter 270 [feet]. NO measured or YES based on gun chart.
S. Gun pressure 70 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated(show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. **Supply line size [inch](from pump to last hydrant)
11. **Supply line length [feet](maximum pumping distance)
12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data,furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
***Information furnished by
and/or z2j-'40"d IA--
Signature of o er r k A ity representative Signature o cal alist
TOM WETrMLD and/or RONNIE G.KENNEDY,JR.
Printed name of owner or facility representative Printed name of technical specialist
Date / /.3�a,�o� Date ` 3�Zvmv

Lrigated Acreage Determination Pmoedures
for Wastewater Application Egaipmad
HARD HOSE TRAVELING GUN SYSTEM
FIELD DATA WORKSHEET *
1. Make and model number HOBBS/MODEL#UNKNOWN
2. Hose length 850, [feet]and hose inside diameter(ID) 3.00" [inch]
3. Gun make and model number NELSON SR15OR BIG GUN
4. Gun nozzle size 0.86" [inch], YES ring orifice, NO taper bore orifice
5. Gun arc angle 330 [deter]
6. Travel lane spacing 162'-270' [feet]. Indicate whether NO uniform or YES random.
Number of exterior hydrants 23 . Number of interior hydrants 10
7. Gun wetted diameter 270 [feet]. NO measured or YES based on gun chart.
8. Gun pressure 50 [psi] NO observed at working gauge,
YES determined from gun chart NO calculated(show calculations)
9. **Operating pressure at hose reel [psi] observed at working gauge or
provided by owner.
10. **Supply line size [inch](from pump to last hydrant)
11. **Su line length [feet](maximum pumping distance)
**Supply � �
( ` 12. **Supply line type PVC aluminum
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number
or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating pressure
at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each
travel lane and show the distance traveled Show the location of the supply line. Irrigated acres are
determined by the travel lane.
** Optional data,furnish where possible.
*** Only the person or people collecting the data should sign the Field Data Worksheet.
Information furnished by
and/or
Signature of o r facility representative SignaturedT technical specialist
TOM W ffIMLD and/or RONNIE G.KENNEDY,JR
Printed name of owner or facility representative Printed name of technical specialist
Date ��o�o Date l3L.?-tDDU

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
.HAND HOSE TRAVELING GUN SYSTEM
COMPUTATIONAL WORKSIM4 ET
1. Farm number(identification) 31-376,31-841 Field number(identification) (see spreadsheet)
2. Irrigation system designation YES Existing irrigation system
NO New/expanded irrigation system
3. Number of travel.lanes #of Interior lanes #of Exterior lanes [feet] Le h of pull(1)
#of Interior lanes 4 of Exterior lanes [feet] Le h of pull(2)
#of Interior lanes it of Exterior lanes [feet]Le of pull(3)
4. Wetted diameter [feet]ftom Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as tage ofdia.]
6. Hydrant layout Multiple Single
Excessively spaced hydrants
7. Dead the irrigated area per travel pull for the given wetted diamete om t r t I d column
based on pattern,spacing,and travel lane location.
Travel lane length(1) Interior or Exterior
(a) Acres start end of pull from e
(b) Acres middle portion of
{Pull length t]}/ 43,560
(a)Acr stop end o umn
a,
Total acres
t _ B
Travel lane length(2) Inter or s rant)
(a)A sty. ,�' ,, 'nf `' I Ta le Column
1 (<_
)11
5n h .:Y etted width [feet]}/ 43,560
Acre iti r i i afI ;:' tfr Table Column
E I fgres' ' r3 I e length(2)(Barn:a+b+c)
� 1 x
Travel lane let t ? Inter= r ? Exterior(lan.e/hydrant)
A s sti It end of pull from Table Column
°" b)Ages m idle portion of pull 3
{Pull;t`ngth X Wetted width [feet]}/ 43,560
Aeres st4 end of pull from Table Column
Total acres for travel lane length(3)(Sum: a+b+c)
o
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Add all of these,and this is the total irrigated acreage for the field.
(a)Acres per travel lame length(I) X #Lanes= Acres
(b)Acres per travel lane length(2) X #Lanes= Acres
(c)Acres per travel lane length(3) X #Lanes= Acres
Total CAWMP wettable acres for field(Sutra:8a+8b+8c) Acres
Wettable Acre Computational Worksheet.Completed by: Date:
t

WBW - IRRIGATED ACRI
FOR WASTEWATI
(1 (2) (4) (5) (7)
Field Lane Wetted Lane Lane Spacing Start End Pull length Wetted width
Diameter Spacing(feet) as a Acres 1F(13)>0--(V2+(4)r,
(4)/(3) IF(13)<O--(4)
I A 2,40 184) 75% 0.48 694 210 —
B 240 180 75% 0.48 363 210
2 A 270 270 1 100% 0.53 152 270 —
B 270 270 100% 0,53 561 270
C 270 270 100% 0.53 331 270
D 1 270 27o 100% 0,53 371 270
E 240 240 100% 0.42 250 240
3 A 240 220 92% 0.51 876 230
B 240 220 92% 0.50 717 220
C 240 220 92% 0,51 557 230
4 A 240 180 75% 0.48 1060 210
B 240 180 75% 0.44 825 180
C 240 180 750-`6 0,44 463 180
D 240 180 75% 0.48 172 210
5 A 1 270 270 100% 0.53 463 270
6 A 270 162 60% 0.56 710 216
B 270 102 60% 0,56 765 216
C 270 270 100% 0.53 521 270
7 A. 270 190 70% 0.60 677 230
B 270 190 70% 0.53 593 190
C 270 190 70% 0.53 574 190
D 270 190 70% 0,60 424 230
E 24.0 240 100% 0.51 862 240
A 240 180 75% 0A9 936 210
B 240 i80 75% 0,44 1069 180
C 240 180 75% 0.44 449 180
1) 240 180 75% 0.48 544 210
9 A 240 I80 75% 0.48 143 110
B 240 180 75% 0.44 203 180
C 240 180 75% 0.44 424 180
D 240 180 7�% 0.48 76.1 210

GE DETERMINATION
i. PPLICATION
-00) 0 1) -.00. (12) (13) (14) (15)
Middle Portion Stop End Total Pull Acres Total Field Exterior Interior Half pull
Acres Acres 1F(14)>0=((6)+(9)+(10)/2} Acres
(7)X(8)t43,5W I F(l 4)40=(6)+(9)+('0)
3.30 0.40 4,18 0 0
1.75 0.40 163 6,81, i 0 0
be.,-Td
0A4 0.96 1 0
3.49 0.44 4,45 1 0 0
2.05 0.44 1.51 1 0 1
2430 0.44 3,27 1 0 0
1.3,8 0.35 2,15 12.33- 1 0 0
4.63 0.42 5.56 1 0 0
3.62 041 4.53 0 1 0
2.94 0,42 3.87 13.96 1 0 0
5.11 0.40 5,99 1 0 0
3,41 0.36 4,21 0 1
1.91 036 2,71 0 1 0
0.83 0.40 1.71 14.62 1 0 0
2.87 0.44 3,84 3.84 1 0 0
3,52 1 0.45 4,53 1 0 0
3.79 0.45 4,80 1 0 0
3.23 0.44 4.20 13.53 1 0
3.57 -0.49 4.66 1 0 0
2.59 0.42 154 0 1 0
2,50 0.42 3,45 0 1 0
124 0,49 3,33 1 0 0
435 0A2 5.68 20.66 1 0 0
4,51 0.40 5.39 1 1 0
4.42 0.36 5.22 0 1
1.86 0,36 2.66 0 1 0
2,62 0,40 3,50 16.77 1 0 0
0,69 0A0 1.57 1 0 0
0.84 0.36 1.64 0 1 0
1.75 0.36 2.55 0 1 0
3.68 0.40 4.56 10.32 1 9 0
TOTALS = 112.85 23 1 10 1

Operator: WBW L County: Date: 08/30/03
Djsl.ance to nearest residence (other than owner) : 0. feet
1. AVERAGE LIVE WEIGHT (ALW)
s(,ws tfarrow to finish) x 1417 lbs. 0 1 bs
sows (farrow to feeder) x 52. lbs, 0 lbs
head (f,inishing only) x 135 lbs. 0 lbs
A sows (farrow to wean) x 433 lbs. 1039200 lbs
. head (wean to feeder) x 30 lbs. () lbs
Describe other 0
Total Average Live Weight 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = I CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR S--UU(jE ACCUi-XLATION
volume = cubic fee',
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 350.0
Inside tcp width (.feet)---------------------- 550.0
Top of dike eievation (feet)----------------- 64.0
Bottom of lagoon elevation (feet)------_--_-- 52.0
Freeboard (feet)---------------------_-____-- 1.0
Side slopes (inside lagoon_)------------------ 3.0 1
Total design volume using prismoidal formula
SS/rND1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 544.0 11.0
AREA OF TOP
LENGTH * WIDTH
344.0 544.0 187136 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH --
278.0 478.0 132684 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
311.0 51i.0 63568� (AREA OF MIDSECTION 4)
CU. FT. [A-PEA TOP A- (4*A-REA MIDSECTION) + AREA BOTTOI#j] DEPTH/6
187136. 1 635684.0 132684.0 1.8
Total Designed Vclume Available 1752124 CU. FT.

TE%IPORARY STORAGE REQUIRFD
DRAINAGE AREA:
Lagoon (top cf dike)
Lenguh * Width =
350.0 550.0 -'92500.0 square feet
Buildings (roof and lot water)
0.0 square feet Desezibe this area.
TOTAL DA 192500.0 square feet
Design temporary storage per:riod to 1) e 180 days,
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1 37
Volume = 1039200 lbs. ALW/135 lb3, ALW * 1.33 gal/day 180 days
Volume 1698272 gals. or 253779.7 cubic foot
53. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vo I uIr.e. = U gallons/day 130 days storage/7.48 gallons
per CF
7olume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall inches
Volume - 7.0 in * DA / 12 inches per foot
Volume = 11.2291.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = .' inches / 12 inches per. foot x DA
Volume = 120312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253t80 cubic ieet
53. 0 cubic feet
5C. 112292 cubic feet
5D. 120313 cub4.c feet
TOTAL 486384 cubic feet

6. SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation= --------> 7.0 inches
25 year - 24 hour rainfall====----_-== > 7.5 inches
Freeboard====¢_____________== ----=------_> 1.0 feet
Side slopes=== =— __________ __________> 3.0 . 1
Inside top length====_______________________> 350.0 feet
Inside top width===____ 550.0 feet
Top of dike elevation______________________> 64.0 feet
Bottom of lagoon elevation==________________> 52.0 feet
Total required volumes===-_______________> 1525584 cu. ft.
Actual design volume== 1752124 cu. ft.
Seasonal high watertable elevation (SHWT)=-=> 58.5 feet
Stop pumping elev.=_====a=====____________> 59.0 feet
Must be > or = to the SHWT elev.-­--===-> 58.5 feet
Must be > or = to min. req. treatment el.=> 58.0 feet
Required minimum treatment volume-------____> 1039200 cu. £t.
Volume at stop pumping elevation=====_______> 1045436 cu. ft.
Start pumping elev. 61.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1631812 cu. ft.
Volume at start pumping elevations=====____> 1477374 cu. ft.
Required volume to be pumped=-==___ __> 366071 cu. ft.
Actual volume planned to be pumped=====_____> 431938 cu. ft.
Min. thickness ofso 1 liner when required==> 1.8 feet
7. DESIGNED BY: $ �` APPROVED BY:
DATE: ' � �"�����Q�ry DATE:
to!�
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2
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07/01/97 10:27 V9102962122 USDA MRCS Q 007
JUL 01 197 10:41AM
c rt
Operator:WBW LAGOONI Cc `► 21A 11/10/93
Distance to nearest residence ( ; W �V11r o`A* )0.0 feet
1. STEADY STATE LIVE WEIGHT �a
0 sows Mrrow
rrow to fini L�nba 0 lbs
0 sows to feed I I r S ire J 0 lbs
0 head (finishing only 3 b2� o� 7 ���� 0 lbs
2400 sows (farrow to wear, goy = 1039200 lbs
0 head (wean to feeder 2wvr •^►� �° = 0 lbs
TOTAL STEAL 1039200 lbs
2. MINIMQM REQUIRED TREATMENT VOLMM OF LAGOON
Volume = 1039200 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment VOlume(CF) /lb. SSLW- 1 Cr/lb. SSLW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMIILATION
Volume = 0.0 cubic feet a "'�'` ,�'Tl,yhlda`s'1J�t► � ��
4 TOTAL DESIGN VOLUME
Inside top length `350.0 feet ; Inside top width 550.0 feet
Top of dike at elevation 64.0 feet
Freeboard 2.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total desiggnn lagoon liquid level at elevation 62.0 feet
Bottom of lagoon- elevation 52.0 feet
Seasonal high water table elevation 58.5 feet
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/5IDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 338.0 538.0 10.00
AREA OF TOP
LENGTH * WIDTH
338.0 538.0 181844 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH -
278.0 478.0 132884 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
308.0 508.0 625856 (AREA OF KIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) t AREA BOTTOM(} DEPTH/6
181844.0 625856.0 132884.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL,
1567640 CQ. FT.

07/01/97 10:28 129102962122 USDA NRCS IM 008
JUL 01 '97 10:41AM
5. TMWORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = . Z-
350.0 550.0 192500.0 square feet
Buildings (roof and lot water)
Length * Width -
0.0 0.0 0.0 square feet
TOTAL DA 192500.0 square feet
Design temporary storage period to be lso days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume - 254396 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume - 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet par CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 112291.7 cubic feet

07/01/97 10:27 109102962122 USDA MRCS 9 006
JUL 01 '97 10:41AM
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 1; inches per foot * DA
Volume 128828.1 cubic feet
-~ . TOTAL REQUIRED TEMPORARY STORAGE
5A. 254396 cubic feet
5B. 0 cubic feet
5C. 120240 cubic feet
5D. 128828 cubic feet
TOTAL 503464 cubic feet
6. SUMMARY
Total required volume IS42664 cubic feet
Total design volume avail. 1551591 cubic feet
Min. req. treatment volume plus sludge accumulation 1039200 cubic fe
At elev. 59.8 feet ; Volume is 1043289 cubic feet (end
� pumping)
Total design volume less 25yr-24hr storm is 1422763 cubic Peet
At elev. 61.8 feet ; Volume is 1406569 cubic feet (start pumping)
Seasonal high water table elevation 56.5 feet
7• DESIGNED BY: �' eAPPROVED
8Y 4
DATE: 1 T-) D`r43 DATE: ��3 j9ir ��
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMUMS: SCS DOES NOT Om
�T EXCAVAT 0ONW-
��-VOL
COR,1;Mcr -ARE
�oc�/ re` �.�✓�r-�� L�.Ns�e c�Y,a.�s�..�
/ r� !` /rSrr

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment
g g (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application. . -
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 61.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 59.0 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 366688 cubic feet or 2742825 gallons. As stated before, this
volume will vary considerably from year to year.

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

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be erformed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepagge,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH) . Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

07/01/97 10:18 $9102962122 USDA NRCS . Q 003
JLL 01 '97 10:34AM
•�' ,
AA zx;kz W,L TE I9jGLG2;a= PLAN G$sZTI.9ICA�IO:i FOR NEW CiA =RAN= IEEDLOTS
sa ratt= the cc=pletad faro to the Divioioa of Saviroamaatal NAaagament at
the add-ans on the =avarae vide of this foa.
Name of farm (Please print) IMA KI Feem P's (Toi n Wh;- fidd
Address: PD
G 2. Phone No.. g,(Q-_57,r-.03 1111
County: ll.e),
Fan location: Latitude and Longitude oo' j*"/22 SL 13_p (required) . Also,
please aCtach a copy of a county road map with location identified. :
Type of operation (swime, layer, daisy. etc.) : Swine =
Design capacity (number of animals) :
Average size of operation (12 month population apg.) : 2 BOG i
Average acreage needed for-land application of waste (acres) : ems' I
ussss�ssoca�aaamaisanassstan=c^'•"^"�aa��+seaaaa�o�xscasn�aecacm os eaeaen�aa�oc cossaa�a
Tecb_ical Specialigs Castificar�i.oat
As a technical specialist designated by the North Carolina Soil. and Water
Conservation Commission pursuant to'iSA NCAC 6F .000S, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an ani—i waste management plan that meets the design, construction.
operation and maintenance staAdards and specifications of the Division of
F-Zvi rom mental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and
15A NCAC 67 0001-.0005. The following elements and their corresponding miniM=
criteria-ha= _been verified by me or other designated technical specialists and
axe included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or ~taste storage ponds; waste storage capacity; -adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rate:; loading rates; and the control of the discharge
of pollutants from sto=water raaoff events less severe than the 25-Yeas, 24-hour
2ta-m of Technic 1 Speciallat (Please Print) : E j
Affiliation: I-V
Address (Agency) Phone No.
Signature: c .-✓! Date:
.araassn�aasaaaaaasas�a.. naas�ss�a�rs��aaacersa,aa.atsaaaaeaa�¢oo�saams�s I
i
Owse=(Haaager Agsea=w=r_
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to tha existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must he no discharge of animal waste from, this system~ to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severQ than the 25-Year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and .
Water Conservation District.
Nana of Lard own - P ease lnt) e Wl�W Farms 2 �T w► IMhi-l-�ic��
Signatures Date:_
Name of }Saaaga=, if d fferent from owner (Please print) :
Sicnature: Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60.days of a title transfer.
DEX USE ONLY:ACNEW#

Operator: WB74 T,-gon County: 11-1 N Date: 09/01/03
Distance to nearest residence (other than owner) : 0. feet
1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish) 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
2400 sows (farrow to wean) x 433 lbs. = 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.() cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (.feet)--------------------- 425.0
Inside top width (feet)---------------------- 485.0
Top of dike elevation (feet)----------------- 64.5
Bottom of lagoon elevation (feet)------------ 53.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 419.0 479.0 10.0
AREA OF TOP
LENGTH * WIDTH
419.0 479,0 200701 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
359.0 419.0 150421 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
389.0 449.0 698644 (AREA OF MIDSECTION 4)
CU. FT. [AREA TOP 4- (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
200701.0 698644.0 150421.0 1.7
Total Designed Volume Available = 1749610 CU. FT.
op".

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
425.0 485.0 206125.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 206125.0 square feet
Design temporary storage perfriod to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1039200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 120239.6 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 128828.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 120240 cubic feet
5D. 128828 cubic feet
TOTAL 502847 cubic feet

6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporations=====_==_> 7.0 inches
25 year - 24 hour rainfall_ _______________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes________________________________> 3.0 : 1
Inside top length___________________________> 425.0 feet
Inside top width____________________________> 485.0 feet
Top of dike elevation______________________> 64.5 feet
Bottom of lagoon elevation=====_____________> 53.5 feet
Total required volume_______________________> 1542047 cu. ft.
Actual design volume==============---=----=-> 1749610 cu. ft.
Seasonal high watertable elevation (SHWT)===> 56.5 feet
Stop pumping elev.__________________________> 59.8 feet
Must be > or = to the SHWT elev.====______> 56.5 feet
Must be > or = to min. req. treatment el.=> 59.5 feet
Required minimum treatment volume=====______> 1039200 cu. ft.
Volume at stop pumping elevation=====_____> 1043289 cu. ft.
Start pumping elev._________________________> 62.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1620782 cu. ft.
Volume at start pumping elevation=====______> 1610435 cu. ft.
Required volume to be pumped=====_=_________> 374019 cu. ft.
Actual volume planned to be pumped======___=> 567146 cu. ft.
Min. thickness of so'1 liner when required==> 1.6 feet
7. DESIGNED BY:� fir. APPROVED BY:
DATE: SS�Q ���� DATE:
40
,,NOTE: SEE A'Pa� �OTILIZATION PLAN
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07/01/97 10:26 109102962122 USDA MRCS a 004
AL 01 '97 10:41AM
Operator:WBW LAGOON2 County: DUPLIN Date: 11/10/93
Distance to nearest residence (other than owner) : 5000.0 feet
I. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. •+ 0 lbs
0 head (finishing only) x 135 lbs. 0 lbs
2400 sows (farrow to wean) x 433 lbs. - 1039200 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON .
Volume = 1039200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume - 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCU =MION + A
Volume = 0.0 cubic feet � � � a• Y
4.(PrOTAL DESIGN VOLUME
Inside top length 425.0 feet ; Inside top width 485.0 feet
Top of dike at elevation 64.5 feet
Freeboard 2.0 feet ; Side slopes 310 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 62.5 feet
Bottom of lagoon elevation 53.5 feet
Seasonal high water table elevation 56.5 fact
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 413.0 473.0 9.00
AREA OF TOP
LENGTH * WIDTH =
413.0 473.0 195349 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH -
359.0 419.0 150421 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
386.0 446.0 688624 (AREA OF MIDSECTION * 4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM$ * DEPTH/6
195349.0 688624.0 150421.0 1.5
�. VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL am 1551591 CU. FT.

07/01/97 10:27 V9102962122 USDA MRCS Q 005
JLL 01 '97 10s41AM
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
425.0 485.0 206125.0 square feet
Buildings (roof and lot water)
Length * Width -
0.0 0.0 0.0 square feet
TOTAL DA 206125.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste .produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume - 1039200 Lbs. SSLW * Cr of Waste/Lb./Day * 180 days
Volume = 2543%..cubic feet
Volume of wash water
This is the amount of fresh water -used far washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 190 days storage/7.48 gallons
Volume - 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume - 7.0 in * DA / 12 inches per foot
Volume = 120239. 6 cubic feet

07/01/97 10:29 '29102962122 USDA NRCS a 009
® JLL 01 197 10:41AM
5D. Volume of 25 year - 24 hour storm
Volume - 7.5 inches / 12 inches per foot * DA
Volume s 120312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 254396 cubic feet
5B. 0 cubic feet
5C. 112292 cubic feet
5D. 120313 cubic feet
TOTAL 487000 cubic feet
6. SDCRRY
Total required volume 1526200 cubic feet
Total design volume avail. IS67640 cubic feet
Min. rag. treatment volume plus sludge accumulation 1039200 cubic fe
At elev. 59.0 .1eez ; Volume is 1045436 cubic feet (end pumping)
Total design volume...less 25yr•-24hr storm is . 1447328 cubic feet
..s
At elev. 61.3 feet ; Volume is 1432730 cubic feet (start pumping)
Seasonal high -water table elevation 58.5 feet
7. DESIGNED BY: L APPROVED BY: T
DATE: it-1 D -43 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COME MS: SCS DOES NOT•CERTgy
THAT EXCAVA77ON AND
C0L VOL
5 ARE
AWPAP %h a s o7 .CilV��2 C/�ilwrG�O
A?
a

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment
g g (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application. -: -
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 61.8 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 59.8 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 374636 cubic feet or 2802275 -gallons. As stated before, this
volume will vary considerably from year to year.

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

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SHow BORING :NUMBER AND PROFILE
DEPTEI ffois end Gsr G..•S%u,wd sDfm..,&w'my/bp.mm oon"inw-and boMmv p+r bo.(nRS-Sst.+r+r.UA nire(eQ1 S•1ltsts.
(C.welwsad aw lrsA-A——&jsw 1J Slt•�••.rl.r 41I.�knaooetS.w tM►Vlk b++�
CALs R s < s p z a 9 lI I U 13 t s 15 is �. IS is 20 74 ?2 23
— rM y
G
(i 1 L' nn tl G
' •+.L' e„ ;. II" � < r'�.» 0 L�� Kl.•� �� riCC � 0 9 • I
BORINGS MADS By &Tt7'iE -�`"`• C�r��
9-•Zo — 93

-rV_pZ'S OF ISATGRLAL ENCOUNTERED IN 130R11;ZS
fv.c ore o: sV SMMX
UNIFIED CLASSIFICAZ;IO,� USDA CLASSIFICATFON + .
GW-Well graded gavels; gravil.sand mix'. .s= B-i=vel :,Y :*V: -•.;
I GF.Poorly graded gravels a sariry•E•ma sa
GNS-Slaty grvels; gravel-snd-silt mix . vf zc - .= . _. .- :='' .•_-
GC-Clayey gravels;•gravel-sand-clay wax sl-sandy loam
St+f-Well graded sands;sand-gravel mix fsl=fiac.saady�oaai •`_ _ „ :: •'
.Sp-poorl graded SaACS" ::T R'' r ° _ �+.' :�l S08TiLr.:�.�.�::,x.�+• �,y it y,.:r.•; �.-.. _A
:•i_:+ L' .•+ .'
'� sand.• •" ..s,. '17 !1.;;s:� :.8� •gmvelly 1_Q3II�; :'tf�.Z :;,-t+:,+ ..i���,f•_F •+.:; :;r• .s:�'•�•
�714•N�'/ .i• F f'• ~. �.r.::•.:-.. �' .. -... .7:3:f'~ ::.'• S:.S riar�•.
SC=Clayey sands:sandlay aii;3iirEs�• •-,. �...;� :si=silt'. .• �._,r.•r �..,' _ ..�.� = - : '; - r:
v.fine sands;saodyor�layey�silt: .sal-silt loas►:.,� _ _ �:-» = ---`
14IL.•Silts;silty. ;,.
CL-C -- - cI=day loam .� A. .. .. ' ' =
lays of lou►to saedinm,plssti r,.�;,.;:.a.. .:..�
CH-IQorgat:ic ,lays of higli•Qlastieity Sicl'Isi�y•CIgY ? �� � � /4 ,
MH-F�astie•silts:�'= ::• `:: saadj;clay=loam;. .. �•� ...w •T:a�-M..�TY •. . • ,
�'•- '- + silty b.�:•• ,. •r''• a {•l.:�•�.`T ;: r•.. _ •*:
,c silts-And CLaysi. :sic-
OL-Organ"
OR Orgaiik clays:medium to nigh plcsticitY Y=`x; _ =,. < ;. -,:zf.,:
Saitahle'matsial for e�healaaeas is svaileble-:0Yes Q No :0-6i�where Yeeut a on tli.sititch o�i.:_
L side! •. ..f ,i.. ':. 7 •,. '+': •• .•t �' -
MA : IL r�.r'�. a ",+. _�sl ale .f/p
R RI4S
GSI: Ct -Q_ •��/_' ,M •- �:
1 • r l� / ti r
w • �,C elo. ,.'b� _I,rtie.cL � r ../.,_S, ar_ 1-, :A►-.gf-Ir. .�:
��ft. 7"k0 �► ,c!�,.Gi To.. : 1 ,—}l..7G'. J•G4 7
d`� •v �. Gtlet.Tq_!� G`..:.�t7} e,rs ,� _::: 't: t
Esplaia harmrds segmi$aQ + dOa irr.desiEu� .�Somcv4 w►t(ia�`•odr elan2.
Ar
Dc S�K I(:. AAOLT-
r MN.
.. ... qi •:_ w _. i1• ...
, all.:.%4Q •vli
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roC +�'
Oct 14��+C_: .1� %''�.V.T �6 '• % •'R! .�
• — .. r: .. ..�•} •r.tt•yyS.a:sr�f:•►'':.�...rW�Lti,w n�•.�:r .:i•.'}..•,..:�.;r•.'. �'•h-r 1.� ,': :'��yt,;,� �i
' »/J v:�.:i�4«_V:Nr:Ji»..:i .7: .•ti.•: ;,:�.�iw,.r i•�i.. -.t:•.y7..1nj::;r.A ••: �3.
Y.
i - -• r _ -.i �`�''.�.R��_:t.. .y..._.j..,..• � ' 4••4+•R.+f_yY••'L�;ry' •^ ,F..;•,.•-.t
� ••t +sir: '••I,:.C;:••z•.i...:.: :�i. !$"' •�,•'r' ',i.'•.:. ..$r iy. ::+1. .r �.2�•.•a•
• •..':i.:. .._:.i'_7: ;,s •t.`• •.!•' .} _ `.v•lt.:i'Lei4� .r,.,.. ,..a,�:`.:: :. �:. •. - + :r:• .:.._'••�• .
i - Zt .Z 26 ,'Z7 Z$ 24. 30f 31. 3''` �;.� '36 37s :,38 •3E' 40 4I 4Z 4S. sd' •45 '48 4T 48 49 SG, Sl ; •+. s
( • ~•� ~�• _ ,'- •' '" •• ti•', yam'
';" � � � � � G � I, �. I; Ii .;.I ' �' � II •P� '9 II • II ' �. _�. �.. •.II' _ •
:, --

y
U.S.06p^ftTMCMT OF AGMCULTUIZE
_-OIL COMP-WAXION 399MCC
yt 5-3 a
SOIL lNVES7IGATlO,'q TO DETERMINE SUITABILITY OF PROPOSED POND SITE
DLST.qjCT
DATE COUNTYWORK U=_
Q S.PHOTO SIM=NO.
WATIMEVAREA ME&SUREMEhM
AC= PASTURE Aapw
w06-DLANb L—­
ACP&S TOTA - ACEMS PONDCLASSS.. wom-twim CONSERVATIONIST-
SEMCK OF FROPOSZD*PONI) SHOWING.VnM=BORINGS W—ME MADE CAP01
poMf w,cvkr riac of dam and ld&nMy an skatck
t
-%4.7
T
7
71 1 1 1 1 1 1 1 1
'c 4,
I. I.iv
I rT I
F_Fl
k
il
BORING NUMBER AND-PRokl--.
'M"W'cad nit dam-de,ane*,vA w.4"*ws ira_v—
Show ww4r 49640 d0" .04 Am.
-17 IV 13 20:
GALE
4 1,5 i:jl j 9 9. 10 12 1
.7
4
,v
4
L-,P
PAAl
P,
p
kp 1 -1 6p 4"4 11
ip
2�,ew*�. SIGNATURE & TITLE so MARL By
97• Z

�•�'�T-S OF bi ATLRiAL La`tCCU!'TrRCD IN BORI1'TIS •�
CLASSITICA?IOi!i _ USDA'CLhS.SIFlCAT;ON
UNIFIED .. . .�: :
t- vel' 'sLa.nd• i •1 ;=- •=-
Well graded gravels: a
..S.,sand. _ _ _ � � .. { i:a.•y Y� •+�:�.. • ;t
-Poorly graded gravels' y -'1"3a�'sartid: �, --::.=:t•;.;= ;r._,•- - _
r'f3=tc
i-silt v gravel-sand-silt mix "i' r5'
a
Clayey- yels•.gia!:el ai<d mix' .; :.�Ys Y' -=.•:. a�,. 6 �s �r•�-:. ,��N•.-.:::'_•• ;,:'
yey e`saudp:loassi�:i
Q-�Ye1T graded s�riils;sand- uelm�c '�`?
'y=sO1Rlr e =�` 5! :rw.�..-<i.?:•:•.. ,,\_ w'�a!1', +.C:';/-E.�P�otarly.Era:�....:•. � _: ;;�s:.,�:�w�r:.l'..,. �t�'�-: •.gl�g"avelly..'iro�la��-:.FMr.:... „ls..��-.,,C�=.�~/',�^;�:•�y.• w-:.s •�.
�•i`�a++y Si/a 'd`
J
ZaY.Sd,•i:_ ..�"'..y�:e.!ti::r.•-:�•t'-.i;:+�i.`t�„ ��.i.}' f•��=�3�`7..•Ix-•la^�11'�� _ir �ar i.2f��'« �F. 1.1i��:.y'`t_Y ..
'+•= = ds•-' {_+��...+.-.,w�•.!Mnr �'�S .isl'i4rti•Gu7P�C•O•:]M!•,LM !i6��!if�. Tt•�y•M• 4 .•':�:! •'r"`y� 'r�. 1�_
�Cln i land OLC'TidpC�•Sllt:_ :Sl�''St�•IOSIIt".�,•,�i.�`�'�-'fit:� .••e:..� �r+� �!!i:_� '�'i+` i'L•Fv'_�-,
t 'fiaessiids:s p.. �; '' =c1.a ,w...y2.�;'�::'=:.���-,.�,-�'.--''�".i3*�-`��. .. ��'.::J• r�"•:w. ,.._.
i�-Silts:sil$p:y% •• ,s:.• .•:.�':_�: � I1DZE1� 1:: ti...M,4•};.w ':
.{ 'Cry"s;vE-lop►teimedin�s�Piastic:ty.',�.�``` '• �••;• ',. _ Y':_ :•.• �;_,._ ..,.�_.-�s•` � ..:L:: .w f•...�: :�'
2Yri'rye.{�,�`-L'•Ct� - ir�r.' -Sl,ii-J�: .I. , .. .,•:(,��•i r.��y"• � iJ�✓,j •' •'•tw_`�.VS�ja'i:.•'�
.H�'TLOlgi{11GC;�Ci•Ri$�'p�IS5t1G1• - :.. �..c„ r•....:i- ,:...•• #7r•- _ ��`. y-�. a.�... Fes'•
eta
Elastic SiIt J,a. .�- M.iTrT S!•-t, ,F�± � Y.;..
un• : Ssrret�- -- .a� =SSC.`-511 Gl.Z�j:t�z•.• �, '�` ' w
_urz tS}y O�aS _ '`r'r ,i'•. :y c.:
,��� s� 1Saglr' Ips, ��.iF% '�. �.xl :.. �..s" .n'n'•,, ..• .
iga�iC`CS Cm`.;t0•• � Lf�C• _;' :.(!;u'::.K:' +:> i:•.*,,k-:dy.,:' �i��;Ti=:,.:i; •;•,. � , y.�F,�.Pr,:..'
jL
•• u.AeJa.loesfia on!A•gsbKdi eii a:».. w': .
`eciiiT for:c=, rFo-- tu t.. ..r.Y •.>., i:r.
• bim"��.•• YW.••::�'; rM1• !• �.;;..y 't{•:fi. •tnl•....a "L'.C:• = T: 1! -
=1.,�'SmtsliTe nsa• iarisc.+-Lai• '�-,;�.i•' s - 1 .•l.:' e'•!.J�,r: i+1t�`Mr•� :bi.4'• S. _ •+1•,,:••• �
1• •�, ':i'��;• ' :fir .,�:: }:i.' � �, ._ :Z'�i��+:• ��,..,�:•�.-s,.:rrti-�ti :,�.,_'� "Y'w.=» �
:'�rl:.esrstdy - r.:z:rtw',', �i�''i�itr�' ''�-•�,,i •.r,= •, i. -s .S%.• r.:'^.'. .y:
50.:�':' �G/�JQ:;I, r�a�'�-,':�.i �fr,. .�.��Q::- 'G�r�••.:.�.�..�C r ��rM,��`��- - .j _
.Z4 -. .'r�am:: nF+�^' . . _ ` ' _ `,•
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',GtrtrQ i� Rr�- :t'tr'• -� �: /��_'�f .. '.... - _ r..'.s .• ry �.. - ..
7-1 -
aa.il.srm*..aJ.�r7 : . w •ice'':s.`T/Siria:i iar•-f.•.•ir-•tea•.:. .arm._- - ''• •s• r , ..
(1'ENEFtAL REIMlAPM: -'
21 125 Z6 1 27 281 29 90 31 32 33 3S 35 36 37 38 3' 1 40 411142 44 45 46 47 48 490501161
4
1 •� . , � � y 1- � �I ' 11 � �� '' � II � It � � •!ice

:1.1u NJ uu:64 •I'rolo2Yu2i2L USDA SCS Q 002
i
1
I
' scd�erca.�e /
• Rat 5.70 i;/J rf U.S DEPARTMENT OF ACRIGUI.TYAE
✓� �j $OIL COM56aVAtlOk St_RVICE
_� SOIL INVESTIGATION TO DETERMINE SUiTAGILITY OF PROPOSED POND SITE y
FARMER'S NAAiE 1 F MTMICT r
DAZE I i/ Ri .� GOCIr=
S.M S.PHOTO&M=1`0_ WORK UNIT
WATERSHW AREA MZA$MMQ�r,
CROPLAM} ACRES P.AS'TURE Amss
WOODLAND ACPM Torte ACRES PONDPOND~CLASS I Wo Yi7>+u�CONSERVATIONIST
SIt L OF PROPOSED'POND SHOWLNG WH=BQRIPICS WERE MADE (AVM=acak 1`J•
l4eC1<rdcnars ae6d a.c.wJr C..t/1r„.nd ldatltzy ort Y+eeltlk. i tact}
i - -
ITi I I I
1 "
% i
I
SHOW1 BORINC NUMBER ANID PROFILE
DEFMI /YaAr end Ift1 duJ*yke and JUNW0v• dnll llrsl.Ow"Ponied am.nd '
IG••nw..../w• nraeJJarYI SAau�.Olc bRam h'doet+bJ•JtpagM vkh Mrlfenl..I Nwa. I j
cl
SCALE rkwlloaJ an dam•J1 DI.
I
1 1 3 6 7 8
1 II I2 2J 14 161 17 '18 I9 20 21 22 22
DGRWG3 MnDE SY .I+veF,O i Jones SIGNATURE A nTL_.
nr� �'�•,:^, r'.-'." !Arr�IsRCF% �G St'!>r'f'��.

11;10/93 09:55 129192962122 USDA SCS la 003
TYPES OF IMATERIAL ENCOUNTERED IN BORIA*GS
(Case ono of systems below)
UNIFIED CLASSIFICATION ' USDA CLASSII"IGATION C
..-Wei,l graded 9mvels; Gravel,sand mix g-cmvel
Aogslr g�dea asavels s-Sand •.
CM-Silty gtnvala; Gravel-sand-silt mix vfs-vety'Mt S2ftd -
GC-C:ayay gravels; grsvol-eandtlay rax sl-sandy loam
SO-Well 9Mded sauda;gaud-Cp.1yel mix Lsl-fiat
SP-Poorly¢rued sand:; dY�aaui .
SU-Silty sand ltlaam.
SC-Clay sa ey nds 63-srsveilg learn ,
7 sand-clay iauteres ai-gilt
UL-Silts;silty,v.anesands;Ssadycrcla NW_4lt zZ.cilt loam ,
qL-Clays of low to medium plasticity ci.Cl:�y I*= '
CK-Inorganic clays of hig$.pLU+.ieit_j is -smy clay In=
MR-Elastic silts gel-sandy clay loam '
OL-Organic silts and silty claps,lour platy sic-sIltp+�Y
OH-OrgQuie ens,etedinm to high PatY a-clay .
L, Sellable material fos embrsa3raLeat is avaiioale rase jlQsJ y— Ho W-Ir 0 Mi-M taWad on sh.sRekh as
.4PE,g "���i.4� •ems.- .NoT . ..
� .r/9�/S.• .�$r Sti.0 o ivy ��� ���iL/P!''�� J ir/ 1�K?dro/�
aar,� row
r requiring QPee3a1 attrztias:is de
.� sign
AP
cc.T i.S r: fT. ,7r%"ptr��S'.osr,jl•I�,�.�. ,r�tt,q.�',fRs.�:%J�/'r��4:L?y ./.✓ •.
`ONE
CEIVERAI,REhiARI{$: T�i�rri►G. .. Fr zv./f A �"•�,/� �.�'��{�Er1� '
?S 26 27 RS 25 30 31 . 33 31 151 35 j Zs 27 at, �a 41 4I 43 44,I 45 4s 47 48 <9 SO Sl� I 1 M 1
I I
o u r 1 1
I

07/01/97 10:18 '29102962122 USDA MRCS 19 002
JUL 01 '97 10:34AM
r•
CZRTI''xCAT=OX FOR IMW C-4 2=-%NDEa 1'Ep.D�ATs
Z oe sety� tho c—pIated for to the Diviaioa of Esvirosssatal 2rA=gQ=Mt at
the adG=eaa oa the rave=so aid• of tea foz=a_
Name of farm (Please print) :� Far, # Io,N V✓hi}�i e��
Address: Po Phone No. 6
County:
c^ar:m location: Latitude and Longitude: 2Z �'� /2r Sl L� (required) . Also.
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy. BcOp) :
Design capacity (number of animals) : OD
Average size of operation (7.2 month population
Average acreage needed for-land application of waste (acres) :
_a�m�asee�aar�accaesavaaaascc�aa�aaaaoa���-asa��ana=��
�aaaaaacsccaaace�asns-
_eeI.-mica]. Specialist Gamtificatian
As a technical specialist designated by the North Carolina Soil and Water j
Conservation COmtni ssicn pursuant to 1SA NCAC 6F 0005, I certify that the new or*
expanded an;_l waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance sta:idards and specifications of the Division of
Environmental management and the usDA-soil Conservation service and/or the North
Carolina Soil and Water Conservation Commission pursuant to i5A NCAC 29.0217 and
]SA NC= GF .0001-.0005. The following elements and their corresponding minimum
criteria-hareem verified by me or other designated technical specialists and =
are included in the plan as applicable: minim= SeparatiOns (bv.E£ers) : liners Or
equivalent for lagoons or waste storage ponds: waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of.third party) ; access
or ownership of proper waste application equipmet; se3icdule for timing of
n
applications; application rates; loading rates; and the control of the discharge
of pollutants from stozsawrater runoff events less severe than the 25-year, 24-hour
Va as of Tecsical_ sp ialiat (Please Print) :
Affiliation: L Phone No. v' ' �'
Address (Agency) : -
�GCQ�rL S Date:
as=ancarta-�caacas:ca==cvo� =caaeaac,av�aasza��a�saw�Baasacoft�ccoa�a^.�CCs
CSrsol"/maaa¢er Ao'sesmeat S
I (we) understand the operation and maintenance procedures established in the
approved animal waste management.plan for the farts named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new+
facilities will require a new certification to be suk ►fitted to the Division of
Znvironmental management before the new animals are stocked. I (we) also
understand that chore must be no discharge of arimal waste from this system to
surface ~raters of the state either through a man-trace canveYznce or through
:vnof: .`ram a storm event lass severe than the 25-Year. 24-hour storm. The
approvec plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
� Wh�+f��1�1) •
rase Of Lead d60wror (P e s int:) :W
Signature: _ mate
Nama of yatnagea, if 'fferenc from owner (Please print)
Signature: Date-
Naze: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within FJ drys of a title transfer.
DE:4 USE GD4LY:ACN-4r.W'_

OWNER: W 8 W J4-3
COUNTY: OvPlin
TYPE OPERATION:
PLEASE REVIEW THE ATTA Cl-1 F�D PL.:',PL.:',NS AND SPEC]FICATiONS CA REF I. L L Y'. I'LTAt'N -F)if>
FOR YOUR USE AND RECORDS. ' OU MUST COMPLEITEA'- ';AL YOUR DENT -0.2.00
CERTIFICATION PRIOR TOTH r,STOC KING 0l?,'.Nilv'.ALtS-
AGRIMENT SERVICES INC, WILL ASSIS"I'THE LANDOWWJ R IN THE LAYOUT OF THE LAM)N
ALONG WITH THE PADS FOR HOUSES. FINAL CONSTRc'l`I()N CBECKS WILL BE
COMPLETED BYAGRIMENT TEC14MCIANS. THE PAD DL%lEN54O.NS AND GR.Aaf-S Aft Tim-
BEST ESTIMATES. THE CONTRALTO-.1101)JILDER IS RESPONSIBLE FOR FINAL i?AJ)%-Q
CHECKS AND BUILDING LAYOUTS. r.
THE ACTUAL AMOUNT OF'JATERIA L REQUIRED FOR
THE ESTIMATES. THE DESIGN WILL ATTFMPTTO BAL. FLUS AS CLO�ELY
AS POSSIBLE. IF ADDITIONAL NlATI---:RIAI- IS REQUIR13f FRE CONTR hf)TI-IF.
OWNER WILL NEGOTIATE ON THE PENCE AND LOCATIP 0) BORWAV "-
BEST ESTIMATES:
TOTAL REQUIRED VOLUME: ((:LJ/l-"T)_
ACTUAL DESIGN VOLUNTE: (CU./FT) / 6 9
LAGOON EXCAVATION,
DIKEIPAD EXCAVATION (,('UI'YD)_
OVER CUT FOR LINER: (('UiYD) 3�-fit
TOTAL EXCAVATION: ('CU/1lD).-TDj!fS-
PAD AND DIKE FILL:
CLAY LINER: (CU/YD)
TOTAL FILL:
CUT/FILL RATIO:
P
A GRIME NTSER MAS LVG
CA,
e
L
404'
/7
AWROnD BN': Ll
140411 topsoilplot,
%

-, -
.i
n;,
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1 % - �'-
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�'ArV T '��
��f�h.l,fi a•'f

Operator: WBW 3(AS-BUILT) County: DUPLI',' Date: 09/24/97
Distance to nearest residence (other than owner): 2000 feet
1. AVERAGE LIVE WEIGHT(ALW) 0
sows (farrow to finish) x 1417 tbs. 0
0 sows (farrow to feeder) x 522 tbs.
0 head (finishing only) I'll 135 tbs. = 0
2400 sows (farrow to wean) x 433 tbs. 1039200
0 head (wean to feeder) x 30 tbs. = 0
Describe other: 0
Total Average Live Weight= 1039200
2. MINIMUM REQUIRED TREATMENT VOI_Ul,IE OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)Ilb. ALW
Treatment Volume(CF)/Ib. ALW = I C1711b. ALW
Volume= 1039200 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED
Volume= cubic feet LANDOWNER REQUEST, SLUDGE TC
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------- 806.0
Inside top width (feet)---------------------- 250.5
To of dike elevation (feet)----------------- 66.5
Bottom of lagoon elevation (feet)------------ 54.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SSIEND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 30 3.0 800.0 244.5 11.5
AREA OF TOP
LENGTH*WIDTH
800.0 244.5 195600 (AREA OF TOP)
AREA OF BOTTOM
LENGTH"WIDTH
731.0 175,5 128291 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH * 4
765.5 210.0 643020 (AREA OF MIDSECTION -4)
CU. FT. = [AREA TOP + (4'AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
195600.0 643020.0 128290.5
Total Designed Volume Available = 18245

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
8060 250,5 201903.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 201903.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb, ALW 1.37
Volume= 1039200 lbs. ALW1135 lbs. ALW* 1,37 gal/day 180
Volume= 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= gallons/day ,' 180 days storage/7 48 gallons
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.5 inches
Volume= 7.5 in ", DA / 12 inches per foot
Volume= 126189-4 cubic feet
1001,

5D. Volume of25 year-24 hour storm
Volume= 7.O inches / 12 inches per foot DA
Vuluone= 117776.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 253780 cubic-I
5B' U cubic feet
5C. 126189 cubic feet
5D. 117777 cubic feet
TOTAL 497746 cubic feet
6. SUMMARY
Temporary storage 180 days
Rainfall in excess ofevaporation===========> 7.5 inches
25 year-24 hour reinfaU==================> 7.0 inches
Fnaeboard===================================> 1.0 feet
Gidma)opma=================================> 3.0 . 1
Inside top lanQth===========================^ 806.0 feet
Inside top width============================> 250.5 feet
Top of dike e{mvation=======================> 88.5 feet
Bottom of lagoon e|evation==================> 54.0 feat
Total required vniunne=======================> 1586948 cu. ft.
r
Actual design vo|unne========================> 1853245 ou. fL
Seasonal high vvalertab|e elevation (SHVVT)===» 0.0 feet
Stop pumping 0.0 feet
Must ba> or= tothe SHVVTe|ev.==========> 0.0 feet
Must be >or= hn min. req. treatmente|.=> 60.0feet
Required minimum treatment volume===========> 1039200 ou.fL
Volume at stop pumping e|evation============> -887183 ou. fL
Start pumping D`O feet
Must beot bottom of freeboard Q25 yr. rainfall
Actual volume less 25yr. 24 hr, nsinfm||==> 1735408 cu.fl.
Volume ot start pumping *|evation===========> -807193 cu. ft.
Required volume tubepumped================> 379809 ou. ft.
Actual volume planned tobepumped==========> D cu. ft
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRI(NENT SERVICES INC. APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
�

Tor
josh"

Operator:WBW #3 County: Dupllin Date: 08/29/96
Distance to nearest residence (other than owner): 3000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. — 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
2400 sows (farrow to wean) x 433 lbs. — 1039200 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs.
Describe other 0
Total Average Live Weight = 1039200 lbs.
2. MI[UM M RBWJE M TREATMWr VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/lb. AIN
Treatment Volume(CF)/lb. AIR = 1 CF/lb. AIW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR S MGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOM DESIGNED VOLUME
Inside top length (feet) 240.5
Inside top width (feet) 776.0
Tbp of dike elevation (feet) 66.0
Bottom of lagoon elevation (feet) 54.0
Freeboard (feet) 1.0
Side slopes (inside lagoon)— 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPT[i
3.0 3.0 3.0 3.0 234.5 770.0 11.0
AREA OF TOP
IA121 i * VFJO i =
234.5 770.0 180565 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * V%T= =
168.5 704.0 118624 (AREA OF BOrMM)
AREA OF 1EMSECITON
LENGTH * WII7Iii * 4
201.5 737.0 594022 (AREA OF MIDSECTION * 4)
CIL FT. = [AREA TOP + (4*AREA NILDSBCTION) + AREA BOITM] * DEPTH/6
180565.0 594022.0 118624.0 1.8
Total Designed Volume Available = 1637554 CET. FT.

5. TEMPORARY STORAGE REQUIRED
DRKU4AM AREA:
Lagoon (top of dike)
Length * Width =
240.5 776.0 186628.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TUIAL DA 186628.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1039200 lbs. ALLY/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest a®mmt.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 108866.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 116642.5 cubic feet
i

TOTAL REQUIRED TR%3(XMY SMRAGE
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 108866 cubic feet
5D. 116643 cubic feet
TOTAL 479289 cubic feet
6. MUM
Temporary storage peri.� - > 180 days
Rainfall in excess of evaporati > 7.0 inches
25 year - 24 hour rainfall— > 7.5 inches
.F eeboar J - > 1.0 feet
Side sl > 3.0 : 1
Inside top lea'yh--- => 240.5 feet
Inside top width - _ > 776.0 feet
Top of dike elevation _ > 66.0 feet
Bottom of lagoon elevations - > 54.0 feet
Total required volurri—,- - > 1518489 cu. ft.
Actual design vol > 1637554 cu. ft.
Seasonal high watertable elevation (SHWP)=> 62.1 feet
Stop pumping elev. => 62.1 feet
Must be > or = to the SHWr elev. > 62.1 feet
Must be > or = to min. req. treatment el.--> 60.0 feet
Recplired minimum treatment volWm e > 1039200 cu. ft.
Volume at stop pumping elevatio > 1138966 cu. ft.,
Start pumping elev.— — -- - > 64.3 feet
Must be at bottcam of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall> 1520911 cu. ft.
Volume at start pumping elevatio - - > 1512630 cu. ft.
Required volume to be 362646 cu. ft. *
Actual volume planned to be pmgY2-- 373665 qu. ft. *
Min. thickness of soil liner when required✓> 1.8 feet
7. DESIGNED BY: AGRIlMENr SERVICES INC. APPROVED BY:
DATE: W t9 DATE:HERSERT C. FM, JR. P.E.
iarE: SEE ATTACHED MSTE UTMzATIaN PLAN pQ�E Rol '
A
0 =

01-IRN 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WBW S i -t a #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
LAGOON EXCAVATION ESTIMATES
I ** EXCAVATION ** I ** FILL **
Bot Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
283 3:1 3.1:1 126.0 1113+.7 12525. 7 I 0.0
I 86 I 7721.6 I 0.0
56 3:1 3.1:1 126.0 I 2+00 12305.9 I 0.0
1 I 100 I 15792.9 I 0.0
225 3:1 3.1:1 126.0 I 3+00 12052.5 I 0.0
I 100 I 22924.1 I 0.0
194 3:1 3.1:1 126.0 I 4+00 11798. 3 I 0.0
I 100 I 29115 .4 I 0.0
163 3:1 3.1:1 126.0 I 5+00 11545.0 I 0.0
( 100 I 34366.8 I 0.0
132 3:1 3.1:1 126.0 I 6+00 11290.8 I 0.0
100 I 38678. 1 ( 0.0
102 3:1 3.1:1 126.0 I 7+00 11037.4 I 0.0
100 I 42095. 1 I 0.0
74 3:1 3.1:1 126.0 i 8+00 I 807.8 I 0.0
i 46 I 43358.7 I 0.0
56 3:1 3.1:1 126.0 1846+.3 I 665.9 I 0.0

00-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW S i t e #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON EXCAVATION PROFILE
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 0+00
0+00 to 0+00 c\3c1708/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 1000.0 / 62 .2
r

01-IRK 2115/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
wBw s :L -t=e ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON EXCAVATION ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 54
Beginning Station = 113+.7
113+.7 to 113+ .7 c\3114c1269/3.1 0.00000 ft/ft
113+.7 to 2+00 c\3114cl242.2/3.1 0.00000 ft/ft
2+00 to 3+00 c\3114c1211.3/3.1 0.00000 ft/ft
3+00 to 4+00 c\3114c1180.3/3.1 0.00000 ft/ft
4+00 to 5+00 c\3114c1149.4/3.1 0.00000 ft/ft
5+00 to 6+00 c\3114c1118.4/3.1 0.00000 ft/ft
6+00 to 7+00 c\3114c187.5/3. 1 0.00000 ft/ft
7+00 to 8+00 c\3114cl59.5/3.1 0.00000 ft/ft
8+00 to 846+.3 c\3114cl42.2/3.1 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 113+. 7
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 500. 0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 4
Centerline Station 4+00

LAGOON EXCAVATION ESTIMATES (continued) 09/03/96 page 2
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 5
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 6
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62 .2
SECTION NUMBER 8
Centerline Station 8+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 9
Centerline Station 846+.3
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2

08-111 2/15188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
wsw
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
LAGOON LINER OVERCUT ESTIMATES
** EXCAVATION ** I ** FILL **
Bot Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt). (Cu.Yds) (SgFt) (Cu.Yds)
I I I
280 3:1 3.1:1 126.0 1110+.5 13102.0 I 0.0
I 90 I 9823.5 I 0.0
b2 3:1 3.1:1 126.0 I 2+00 2825.0 I 0.0
100 I 19712.3 I 0.0
221 3:1 3.1:1 126.0 I 3+00 12515.0 I 0.0
I 100 I 28454.9 I 0.0
190 3:1 3.1:1 126.0 I 4+00 12206.0 I 0.0
100 I 36051.2 I 0.0
159 3:1 3.1:1 126.0 I 5+00 11896.0 I 0.0
100 I 42499.4 I 0.0
128 3:1 3.1:1 126.0 I 6+00 11586.0 I 0.0
100 I 47801.2 I 0.0
97 3:1 3.1:1 126.0 I 7+00 11277.0 I 0.0
I 100 I 51956.8 I 0.0
66 3:1 3.1:1 126.0 I 8+00 I 967.0 ( 0.0
I 42 I 53344.7 I 0.0
53 3:1 3.1:1 126.0 1841+.5 I 839.0 I 0.0

OR-IRl! 2/15f 88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
r QUANTITY CALCULATIONS
prepared for
w$w Si -t 03
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON LINER OVERCUT PROFILE
TEMPLATE DATA:
Beginning Elevation = 52.2
Beginning Station = 0+00
0+00 to 0+00 c\3c1701/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 1000.0 / 62.2

OH-IRK 2/15J88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW S i t_- �—_ #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
LAGOON LINER OVERCUT ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 52.2
Beginning Station = 110+.5
110+.5 to 110+.5 c\3114cl265.7/3.1 0.00000 ft/ft
110+.5 to 2+00 c\3114cl238/3.1 0.00000 ft/ft
2+00 to 3+00 c\3114c1207/3.1 0.00000 ft/ft
* 3+00 to 4+00 c\3114cll76.1/3.1 0.00000 ft/ft
4+00 to 5+00 c\3114cll45.1/3.1 0.00000 ft/ft
5+00 to 6+00 c\3114c1114.1/3.1 0.00000 ft/ft
6+00 to 7+00 c\3114cl83.2/3.1 0.00000 ft/ft
7+00 to 8+00 c\3114cl52.2/3.1 0.00000 ft/ft
8+00 to 841+.5 c\3114cl39.4/3.1 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 110+.5
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 4
Centerline Station 4+00

LAGOON LINER OVERCUT ESTIMATES (continued) 09/03/96 page 2
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 5
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 6
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62 .2
SECTION NUMBER 8
Centerline Station 8+00
` ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2
SECTION NUMBER 9
Centerline Station 841+.5
ORIGINAL DATA:
0.0 / 62.2 500.0 / 62.2

OE-IAK 2J15J86
US Department of Agriculture
Soil Conservation Service
PLANNED
C(
QUANTITY CALCULATIONS
prepared for
WSW S1-t--a 4*3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
DIKE FILL ESTIMATES
1 ** EXCAVATION ** 1 ** FILL **
Top Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) 1 (SgFt) (Cu.Yds) 1 (SgFt) (Cu.Yds)
I I
15 3:1 3:1 110.0 1 0+00 I 0.0 1 120.0
1 200 1 0.0 1 888.7
15 3:1 3:1 110.0 1 2+00 1 0.0 1 120.0
1 100 1 0.0 1 1296.6
15 3:1 3:1 110.0 1 3+00 1 0.0 1 100.3
1 210 1 0.0 i 2093.1
16 3.1:1 3.1:1 100.0 { 510+.1 1 0.0 1 104.4
i 105 1 0.0 1 2498.0
16 3.1:1 3.1:1 118.0 1 614+.8 1 0.0 1 104.4
1 316 1 0.0 1 3720.8
16 3.1:1 3.1:1 120.0 1 9+31 1 0.0 1 104.4
1 209 1 0.0 1 4527.5
16 3.1:1 3.1:1 89.0 11139+.6 1 0.0 1 104.4
1 209 1 0.0 1 5334.2
16 3.1:1 3.1:1 95.0 11348+.2 1 0.0 1 104.4
1 209 1 0.0 ( 6140.9
16 3.1:1 3.1 :1 132.0 11556+ .8 1 0.0 1 104.4
1 293 1 0.0 1 7252.9
15 3:1 3:1 110.0 11850+.1 1 0.0 1 100.3
1 134 i 0.0 1 7801.1
15 3:1 3:1 110.0 11984+.5 1 0.0 1 120.0
1 200 1 0.0 1 8689.7
15 3:1 3:1 110.0 12184+.5 1 0.0 1 120.0

Ofl-IBM 2/15/88
US Department of Agriculture
Soil Conservation Service
AVON CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
w$w S i-t e ##3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
DIKE FILL ESTIMATES
TEMPLATE DATA:
Beginning Elevation = 66.5
Beginning Station = 0+00
0+00 to 2+25 d/3cll5\3 0.00000 ft/ft
2+25 to 3+00 d/3cll5\3 -.00667 ft/ft
3+00 to 387+.5 d/3cll5\3 0.00000 ft/ft
387+.5 to 16+72 d/3.lc115.7\3.1 0.00000 ft/ft
16+72 to 1880+.5 d/3c115\3 0.00000 ft/ft
1880+.5 to 1980+.5 d/3cll5\3 0.00500 ft/ft
1980+.5 to 2184+.5 d/3cll5\3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 100.0 / 62.2 200.0 / 62.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 3
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
eo"ICTION NUMBER 4
Centerline Station 510+.1
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2

DIKE FILL ESTIMATES (continued) 09/03/96 Page 2
:TION NUMBER 5
Centerline Station 614+.8
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 6
Centerline Station 9+31
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62 .2
SECTION NUMBER 7
Centerline Station 1139+.6
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 8
Centerline Station 1348+.2
ORIGINAL DATA:
fm 0.0 / 62.2 200.0 / 62 .2
SECTION NUMBER 9
Centerline Station 1556+.8
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 10
Centerline Station 1850+. 1
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 11
Centerline Station 1984+.5
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2
SECTION NUMBER 12
Centerline Station 2184+.5
ORIGINAL DATA:
0.0 / 62.2 200.0 / 62.2

OB-IRH 2J15J88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
WI3W S ite #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
*******************************************************************************
PAD FILL ESTIMATES LOWERED
** EXCAVATION ** ** FILL **
Top Left Right Off-CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) I (SgFt) (Cu.Yds)
I I
600 5:1 5:1 40.0 I 0+00 I 0.0 12352.2
380 I 0.0 I 37903.6
00 5:1 5:1 40.0 I 3+80 I 0.0 13034.1

Ofl-IRM 2J15/68
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WBW S i-te #3
in
Duplin County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 09/03/96 Date
PAD FILL ESTIMATES LOWERED
TEMPLATE DATA:
Beginning Elevation = 66
Beginning Station = 0+00
0+00 to 1+40 d/5cl600\5 0.00000 ft/ft
1+40 to 1+60 d/5c1600\5 0.05300 ft/ft
1+60 to 3+80 d/5c1600\5 0.00000 ft/ft
,CTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 62.2 700.0 / 62.2
SECTION NUMBER 2
Centerline Station 3+80
ORIGINAL DATA:
0.0 / 62.2 700.0 / 62.2

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump--,.it of the lagoon when fluid level
reaches the elevation 64.3 as m-T'rred by permanent marker. Stop pump-
out when the fluid level reaches elevation 62.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 363826 cubic feet or
2721415 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and eart` Fill shall conform to the lines,
grades, and elevations shown on t11— t,lans. Earthfill material shall
be free of material such as sod, rc-)ts, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete covc.rage with the hauling and spreading
equipment or standard tamping rol' nr or other equivalent method.
Compaction will be considered ade-- ' c when fill material is observed
to consolidate to the point that :s�!* '.lement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR r CEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. Th- embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill. b,nights shall include 5 percent for
settlement. Dikes over 15 feet ir. }ieight and with an impoundment
capacity of 10 acre-feet or more F-ill. under the jurisdiction of the NC
Dam Safety Law. The height is de _1l as the difference in elevation
from the constructed height to t1i .-nstream toe of the dike.
Precautions shall be taken during struction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED T'.TIC"MESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) AT"; 17 _'1UIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES ''HEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. T*PICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material :,ro encountered, they will be over-
excavated below finish grade to ttspecified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS ^---)ved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION MATION IN THE PLANS FOR SPECIAL
AOL CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come frrm ;n approved borrow area. The
minimum water content of the liner lr:-iterial shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. Tl­e moisture content of the liner
material shall not be less than ortimum water content during placement.
The maximum water content relates ,_r the soil material being too wet
for efficient use of hauling equir­^ t and proper compaction. Proper
compaction of the liner includes T _ ement in 9 inch lifts and
compacted to at least 90 percent '.he maximum ASTM D698 Dry Unit
Weight of the liner material. When .smooth or hard, the previous lift
shall be scarified and moistened needed before placement of the next
lift.
The single most important factor `^°sting the overall compacted perme-
ability of a clay liner, other t'r, ie type of clay used for the
liner, is the efficient construct processing of the compacted liner.
The sequence of equipment use and routing of equipment in an estab-
lished pattern helps assure unifor y in the whole placement and
compaction process. For most cla- r -ils, a tamping or sheepsfoot
roller is the preferable type of �_-, t action equipment.
The soil liner shall be protected "~ the discharge of waste outlet
pipes. This can be done by using type of energy dissipator(rocks)
or using flexible outlets on wast %es.
Alternatives to soil liners are s, etic liners and bentonite sealant.
When these are specified, additio construction specifications are
included with this Construction S • fication.
CUTOFF TRENCH:
--------------
A cutoff trench shall be construc ender the embankment area when
shown on a typical cross section ie plans. The final depth of the
cutoff trench shall be determined observation of the foundation
materials.
VEGETATION:
All exposed embankment and other constructed areas shall be seeded
to the planned type of vegetation noon as possible after construc-
tion according to the seeding spe, rations. Topsoil should be placed
on areas of the dike and pad to L, °ceded. Temporary seeding or mulch
shall be used if the recommended Ti* 'anent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next peric,3 of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered tile will be removed to a minimum
of 10 feet beyond the outside toe slope of the dike. The tile
trench shall be backfilled and co, ted with good material such as
SC, CL, or CH.

SEEDING ECIFICATIONS
AREA TO BE SEEDED: 10.0 ACF7
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600.0 LBS. FESCUE GRASS AT 5 LBS./ACRE
(BEST SUITED OJT C „EY OR WET SOIL CONDITIONS)
SEEDING DATES: 'M ER 1 TO NOVEMBER 30
;JARY 1 TO MARCH 30
300.0 LBS. RYE GRAIN AT 30 ./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAH -RASS AT 60 LBS./ACRE
(SEE FOOTNOTE
SEEDING DATES : 15 TO JUNE 15
0.0 LBS. HULLED COD940N B A GRASS AT 8 LBS./ACRE
(SUITED FOR MOS.. IL CONDITIONS)
SEEDING DATES: L 1 TO JULY 31
0.0 LBS. UNHULLED COMMIOT' °1TTVA GRASS AT 10 LBS./ACRE
SEEDING DATES: ARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 0 L" . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: ^ `rTR 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
10000.0 LBS. OF 10-10-10 FERi ,ER (1000 LBS./ACRE)
20.0 TONS OF DOLOMITIC LIT'" ? T-ONS/ACRE)
1000.0 BALES OF SMALL GRAIN 3- !W (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE Y:rz 'ALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATrL" -ER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THE -'K TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AN, IRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY :AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS S' TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USIP' 'Try, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BET` INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTAP

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AGRIMENT SERVICES INC.
SWINE FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME Lf)8,k) 3 LOCATION q/!9� s iIJE o� �Nagsd%�rC
—21'6 i All- 2'D3So...e4 p •�'� NG 9D3
�{�Crf5on /VCL dgSo y
TELEPHONE �j/q - �t6 9 2 SIZE OPERATION
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER )Sbu FT,
DISTANCE FROM NEAREST PUBLIC FACILITY (school, church, etc. ) �,�oo FT.
n ,
IS SITE WITHIN 100-YEAR FLOOD PLAIN? Sec #Aja L� T,4 YES NO
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? '�� `~ yES NO
IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO�
ARE UTILITIES IN CONSTRUCTION AREA? YES N0�
{AS SITE BEEN CHECKED FOR UNDERGROUND TILE? YES N0Z�
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND? YES NO
WILL ACTION RESULT IN SWAMPBUSTING? YES NO
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
PREDOMINANT WIND DIRECTION? YES NO
PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST
OF THE CAPACITY? YES - NO
USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES / NO
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES
NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNING ACTIONS IMPACT ON AN ADJACENT NATURAL /
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA?
YES NO
Apw
\RE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN
THE OPERATING UNIT? YES NO
WILL THE ACTION RESULT IN SODBUSTING?
YES NO

b.� Continue an Page 64 s
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TASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY
ALL WASTE INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY
BE APPLIES INFREQUENTLY? YES / NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT
ON LAND ON WHICH TO APPLY WASTE? (ATTACH WASTE UTILIZATION
PLAN TO SITE EVAL.) YES NO
SOIL INVESTIGATION
IS SOIL SUITABLE FOR LAGOON? YES / NO
IS A LINER REQUIRED? - YES NO
TYPE OF LINER TO BE USED: '
CLAY Z BENTONITE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE
ON SITE? YES / NO
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
fl"CCESS TO CLAY? YES NO
IS A CORE TRENCH REQUIRED? YES NO
IS SUBSURFACE DRAIN TILE PRESENT? YES NO
SITE APPROVED YES ^�NO CONDITIONAL
COMMENTS Qo food ;
1/ccws• Ml �� xG aio /-o0
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF
REQUIRED.
CONSTRUCTION HAS NOT BEEN S D WITHIN TWELVE MONTHS, A NEW SITE INVESTIGATION WILL BE
SIGNATURE
DATE g
TECHNIC SP ALI NG NEER5,1"C'!

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Proj'asite: WBW FARMS — SAND PIT ROAD Date:08/02/96
Applicant/owner: TOM WHITFIELD _ _T. i County:DUPLIN
Investigator: TURNER _ i State:NC _
I
j Do Normal Circumstances exist on the site? Yes No I Community ID. UPLAND
Is the site significantly disturbed(Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: -
(If needed.explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
i 1
1. Loblolly pine Tree FAC 9.Peppe[bush G.Cover FACW
2. Sweetgum Tree FAC+ 10.Honeysuckle W.Vine FACU
I
3. Yellow—poplar Tree FAC 11.Carolina jessamine — _ _ W.Vine FAC
I
4. Water oak —_ Tree FAC 12.Poison ivey _ W.Vine FAC
�5. Bitter gallberry Shrub FAC 13.Switchcane G.Cover FACW i
i
I
j6. Dogwood Shrub _FAC 14.Smilax — W.Vine FAC
I
7. American holly Shrub FACW+ 15. _
8. Waxmyrtle Shrub _ FAC+ 16.
i
j Percent of Dominant Species that are OBL. FACW or FAC
fl(excluding FAC—)
I
Remarks:
i
HYDROLOGY
Wetland Hydrology Indicators:
_ _Recorded Data(Describe in Remarks): I Primary Indicators �I
_Stream.Lake,or Tide Gauge .j.. Inundated �I
_Aerial Photographs 1j.A Saturated in Upper 12 Inches
_Other N.4 Water Marks !I
No Recorded Data Available I �.A Drift Lines
&l.q Sediment Deposits
jrj.4 Drainage Patterns in Wetlands '
Field Observations: i Secondary Indicators(2 or more required): j
8,_ Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: Noxe (in.) N.A.Water—Stained Leaves
;I &A.Local Soil Survey Data
Depth to Free Water in Pit: ��on 2- - (in.) N k.FAC—Neutral Test
:i /V.A Other(Explain in Remarks)
Depth to Saturated Soil:
Remarks: -- -- -
I '

SOILS — - A ProiectlSite:_:—_--. —_ — —� v Pace 2 of 2 upland_I
Map Unit Name — !:I
(Series and Phase)Altavista fine sandy loam _ — Drainage Class: T_wo/Three
Field Observations
Taxonomy(Subgroup):A uic Hapludults _ Confirm Mapped Type? Yes No ;
Profile Description:
Depth Matrix Color Mottle Texture,Concretions, '
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure,etc.
LFS:v.friable;weak
( 0—7 A 10YR 412 _ med.granular structure
—' -— — Ifs;v.friable;weak
7— 10 BW 10YR 6/3 med.granular structure
fsl;v.friable:weak med.
10— 13 — BE 10YR 614 sbk.struc
i common medium faint scl;fr;wk.med.
i 13—23 — BT1 10YR 6/6 7.5YR 5/8 subangular aIockY stru
common medium distinct(2.5YR 6/2) scl:triable;wk.med.
23—33 ST2_ _ 7.5YR 5/8 _ common medium faint (10YR 6/6) s.bk.struc i
i
i
i
Hydric Soil Indicators: MgD^e
Histosol Concretions
i _Histic Epipedon i_ High Organic Content in Surface Layer in Sandy Soils
Suffidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _Listed on Local Hydric Soils List i
j Reducing Conditions Listed on National Hydric Soils List
_Gleyed or Low—Chroma Colors !Other(Explain in Remarks)
I Remarks:
WETLAND DETERMINATION
I
Hydrophytic Vegetation Present? Pes
(Circle) (Circle)
Ydrolo
Wetland H Present?
9y
Hydric Soils Present? Yes N Is this Sampling Point Within a Wetland? Yes No
IRemarks:
` Non—wetland site
I
:j
1 I
• - - PProve y QU E 3/92
Land Management Group.Inc.
Post Office Box 2522
Wilmington,N.C. 28402
910-452-0001
�r

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
Page 1 of 2
Project/She: WBW FARM Date:08/14/96
Applicant/Owner: TOM WHITFIELD __. County:DUPLIN
Investigator: TURNER State:NC _
Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
Is the site significantly disturbed(Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: #3
(If needed,explain on reverse.)
VEGETATION
'Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Red Maple Tree/Shrub FAC 9.Poison ivy W.Vine FACW
2. Loblolly bay Tree/Shrub FAC- 10.Catbriar W.Vine FAC
3. Black willow Shrub FACW 11.
4. Fetterbush Shrub FAC 12.- _
5. Bitter gallberry Shrub FAC 13.-
6. Cinnamon fern G.Cover OBL 14. _
7. Netted chain fern G.Cover OBL 15.
8. Royal fern G.Cover OBL 16.
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-) 100%
Remarks:
1
HYDROLOGY -- - _-
Wetland Hydrology Indicators:
`Recorded Data(Describe in Remarks): Primary Indicators
Stream,Lake,or Tide Gauge inundated
_Aerial Photographs _Saturated in Upper 12 Inches
_Other _Water Marks
I X No Recorded Data Available X Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators(2 or more required):
_Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: (in.) —Water-Stained Leaves
_Local Soil Survey Data
Depth to Free Water in Pit: 10 (in.) _FAC-Neutral Test
rOther(Explain in Remarks)
Depth to Saturated Soil: 10 (in.)
Remarks:
i

l'
SOILS Proiect/Site: WSW FARMS Page 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam Drainage Class: vpd.
Feld Observations
Taxonomy(Subgroup):Typic Humaquepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Texture,Concretions,
(inches) Horizon unsell Moist Abundance/Contrast Structure,etc.
Ifs.,v.fr,,weak
0- 12 A 10YR 311 - mod.granular structure
sl;v.fr.;weak med.
12- 19 BG 10YR 4/2 v — - subangular blocky_stru
sl;fr.;wk.med.
19-30 - J - BTG 10YR 4/3 sbk
I�
Hydric Soil Indicators:
i
i Histosol Concretions
_Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions _Listed on National Hydric Soils List
XGleyed or Low-Chroma Colors Other(Explain in Remarks)
jRemarks:
Hydric soil indicators were observed in the field.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle) (Circle)
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
1
-- - - - - - - Approved by AZSITSACE 3792
Owner: WSW FARMS Land Management Group,Inc.
P.O.BOX 96 Post Office Box 2522
PINK HILL,NC 28572 Wilmington,N.C. 28402
910-452-0001
i •
ram' 4a y

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
Pa9e 1 of 2
Project/Site: WSW FARMS- SAND PIT ROAD-FIELD#2 Date:08/2/96
Applicant/Owner: TOM WHITFIELD _ — County.DUPLIN
i
Investigator: TURNER State:NC
Do Normal Circumstances exist on the site? Yes No Community ID: Wetland
Is the site significantly disturbed(Atypical Situation)? Yes No Transact ID:Is the area a potential Problem Area? Yes No Plot ID: #2
(if needed,explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Red maple Tree OBL 9.Smilax W.Vine FAC
2. Black gum Tree OBL 10.Netted chain fern G.Cover OBL
3. Yellow poplar Tree FACW 11.Cinnamon fern G.Cover OBL
4. Sweet gum - Tree FAC+ 12.
i5. Red maple Tree OBL 13.
6. Loblolly pine Tree FAC 14.
�7. TiTi Shrub FACW 15.
8. Chokeberry Shrub FACW
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-) 100%
Remarks:
E
HYDROLOGY
Wetland Hydrology Indicators:
j _Recorded Data(Describe in Remarks): Primary Indicators
Stream,Lake,or Tide Gauge _Inundated
Aerial Photographs 1 X Saturated in Upper 12 Inches
—Other _Water Marks
_No Recorded Data Available I _Drift Lines
_ _Sediment Deposits
- - --! - Drainage Patterns in Wetlands
Feld Observations: Secondary Indicators(2 or more required):
X Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: (in.) _Water-Stained Leaves
i X Local Soil Survey Data
Depth to Free Water in Pit: 8 (in.) _FAC-Neutral Test it
_Other(Explain in Remarks)
Depth to Saturated Soil: 8 (in.)
Remarks: --�- -

SOILS Project/Site: WSW FARMS FIELD#2 Pave 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam _ _ _ Drainage Class: FIVE
i Field Observations
Taxonomy(Subgroup):Typic Humaguepts - Confirm Mapped Type? Yes No
Profile Description:
I' Depth Matrix Color Mottle Texture,Concretions, 4
i (inches) Horizon (Munsell Moist) Abundance/Contrast Structure,etc.
I --- Ifs;v.fr.;weak
0- 10 - _--- A N 2/0 _ -_ - - mod.granular structure
- Is;v.friable;weak med.
10- 18 BG 10YR 4/1 _ - granular
fsl;v.friable;weak mod
18-31 BTG 10YR 5/2 sbk.
31 -45 BCG 10YR 4/3
Hydric Soil Indicators:
_Histosol Concretions
_Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions _Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other(Explain in Remarks)
Remarks:
Hydric soil indicators were observed in the field.
WETLAND DETERMINATION -- --- - - -- - -
Hydrophytic Vegetation Present? Yes No (Circle) (Circle)
Welland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
404 AREAS LOCATED OUTSIDE OF AREA FOR SPRAY FIELD#2
LIMITS DETERMINED ONSITE INSPECTION 08/95
_ -- Approved by HOUSACE 3192
Owner: WBW FARMS Land Management Group,Inc.
P.O.BOX 98 Post Office Box 2522
PINK HILL,NC 28572 Wilmington, N.C. 28402
910-452-0001
i
1
x �. J

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION. WETLAND
(1987 COE Wetlands Delineation Manual) Pace I of 2
Projed'site- WSW FARMS- SAND PIT ROAD Date:08i.2/96
Applicant/Owner., TOM WHITFIELD County:D-UPLIN
Investigator: State;NC
,Do Normal Cimurnstances exist on the site? Yes No CommunitylID: Wettand
Is the site significantly disturbed (Atypical Situation)? Yes No Transact 101.
Is the area a potential Problem Area? Yet No Plot ID:-
(if needed,explain'on reverse,)'
VEGETATION
Dominant Plant Species Stratum Ineic-W&F _b_&Wn_ar-li Plant_S;�Ci e_i Stratum Indicator
1. L<ablolly pine Tree. FAC 9.Gordon.ia. Shrub FAC
2. Black gum Tree _08L_ 10.Netted chain fern G.Cover OBL
1 T-ee FACW� 11.Cinnamon fern G.Cover OSL
4 Sweet 9iim Tree FAC 12.Royal fern G,Cover OBL
Poll
5. Red Tree. OBL 11'smilax W.Vine FAC
6. Tree FACW 14.
7. TiTi shrub FACW
Fettabush Shrub FACW 16,
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-) 100%
;HYDROLOGY
Wetland Hydrology Indicators:
Recorded Data(Describe in Remarks): Primary Indicators
Stream.Lake,or-tide Gauge -Inundated
Aerial Photographs X Saturated1n Upper 12 Inches
Other Water Marks.
No,Recorded Data Available -Drift Lines.
Deposits
—Drainage Patternsin Wetlands
Field Ob.servations; Secondary Indicators(2 or more required):
X Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: -(in.) Stained Leaves
X Local Sail.Survey Data
Depth to Free Water in Fit: 8 (in.) .—FAC-Neutral Test
Other(Explain in Remarks)
Depth to Saturated-Soil: (im)
Pemarks:
it

SOILS Proiect/Site: WBW FARMS_._ - — Pacts 2 of 2 wetland
Map Unit Name
(Series and Phase): Torhunta fine sandy loam _ Drainage Class: FIVE
Feld Observations
Taxonomy(Subgroup):Typic Humaquepts Confirm Mapped Type? Yes No
Profile Description: _
I Depth Matrix Color Mottle Texture,Concretions,
j (inches) Horizon (Munsell Moist) _ Abundance/Contrast _ Structure,etc.
I Hs-,v.fr.;weak I
0- 10 _ A N 2/0 -_ - _ med.granular structure
Is;v.friable;weak med.
10- 18 - BG 10YR 4/1 -- - granular
fsl;v.friable;weak med
18-31 BTG 10YR 5/2 sbk.
31 -45 BCG 10YR 4/3
i
i
Hydric Soil Indicators: .I
_Histosol Concretions .)
Histic Epipedon X High Organic Content in Surface layer in Sandy Soils i
Suffidic Odor _Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
X Reducing Conditions _Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _Other(Explain in Remarks)
!
!Remarks:
Hydric soil indicators were observed in the field. II
i
WETLAND DETERMINATION _
i
Hydrophytic Vegetation Present? *ess
No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? No I Is this Sampling Point Within a Wetland? Yes; No 1
i
Remarks:
I PROJECT LIMIT OUTSIDE OF 404 AREAS.
I LIMITS DETERMINED ONSITE INSPECTION 12/95
-'-Appro-�by 9005AC53 9
' Owner: WBW FARMS Land Management Group,Inc.
P.O.BOX 98 Post Office Box 2522
PINK HILL,NC 28572 Wilmington,N.C. 28402
910-452-0001

AGRIMENT SERVICES INC.
Soils Investigation
NAME !AAA DATE g/- a /p G
ADDRESS a2955' itlG i�/ f 903
f�/Ii<wf6o� it/L .� Yd'O Sf
LOCATION
SKETCH OF PROJECT SITE
v
WATER TABLE _ * BORINGS
0-1 Sn Sn yY
1-2
2-3
3-49%Af- 5h S4
4-5 �_ ISM
5-6 SM_ Sx
6-7 _.s1� M _ SK
7-8 _ SH srt
8-9 sn xn
9-10
10-11
11-12
12-13
13-14
14-15
Borings made by A t= Agriment Technician rwk
Remarks• W:l 1 ., cs•.o�.�c, L' G1'/l �orrows`,a,�...a „ ,�,1 '
w 1, „it6 � ..•y�

i
AGRIMENT SERVICES INC.
Soils Investigation
NAME �i8w' 1.1L_ DATE �� 8��_ .
ADDRESS a?95y NG ii/ F 903
LOCATION /1/L
SKETCH OF PROJECT SITE
WATER TABLE _ * BORINGS
0-1 _ t sfr
1-2
2-3 _ m sh
3-4 - % A_ t-
4-5 5�- _ 4 sn
5-6 sfc _ SK
6-7 Ab
7-8
8-9 s sn sr+
9-10
10-11
11-12
12-13
13-14
14-15
Borings made by A,oQ Agriment Technician R6%t
Remarks:
w6 d wl_ `

N O N I4 A (!1 4 V OD
4
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N W
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:
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ro 59.33
n -
p
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J po B071 CLEVATI 54.0
1 G
in
a+�
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5
o —
o LOCATION OF POINTS
POINT X-CORD GRID Y-CORD ELEV. 6
1 326.00 D+26 -34.00 54.7
2 290.00 C+90 -70.00 66.0
+ 3 383.44 D+83.44 -34.00 54.0
n 4 410.00 E+10 -70.00 66.0
5 608.49 G+08.49 695.18 54.0 ;������Hf1 to
f
6 660.00 G+66 740.00 66.0 f�A I,
7 386.00 D+26 649.37 54.0 �1 CAR j If
m, B 290.00 C+90 680.00 66.0
O -.b
O
o
' s
p NOTE: DIVERT WATER AS SHOWN BY ARROWS. i "7 •dojo�r
y,,'•��Cii iui�
WBW NUMBER 3 - 2400 FARROW TO WEAN SWINE FARM
AGRIMENT SERVICES INC.
HERBERT C. FOX, JR., P.E.
P.O. BOX 1096 302-A COLUMBIA AVE.
BEULAVILLE, NC 28518 CAROLINA BEACH NC 28428

ru W A Ln gh V OD
4 4 4
1%,w
7104 11 v
--not im urVATir N 54.0
(4)
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I I
P(IINI X-CORD GRID Y-CURD ELEV. - 6
I X16.00 D4?6 -34.00 54.7
? P9040 C4 90 -70.00 66.0
cl F 3 '18.1.44 0+83.44 -34.00 54.0
4 410.00 Lflo -70.00 66.0
6DI4.49 6+08.49 695.18 54.0 Apo
(A0.00 6166 740.00 66.0
7 3M.00 D:P6 649.37 54.0 CAR
H P90.00 c 90 680.00 66.0
7
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N11IL; DIV111.1 WAII k A-: !;IlllWN BY APPINS. J* AV
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4%
wits%
WRW NUMHFIR 3 2400 FARROW TO WEAN SWINE FARM
AGllllMIl'XI' INC H E RB E R'P C. ��'OX) JR., P.E.
P.O. hox 1096 302—A COLUMBIA AVE.
N(" 28"D 18 CAROLINA BEACH, NC 28428

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W B W Karma. Ino.
P.O.am 98
Pb*MM.North CMM*M 285n
910.298.1033
Fax 91aa06�9?2 rrrwll:�or+�nstl.ban�.eonf
January 2,1997
Wk.Robert W.Surratt
432 Claymont Street SE
Concord,North Carolina 28025
Dear Mr.Surratt:
Per the rules and regulations of the State of North Carolina specifically GS 106405 we are providing you
as an adjoining land owner,by certified mail,the following information pertaining to our proposed swine
farm.
1. Name and address of persons)intending to build the operation:
W B W Farms,Inc.
P.O.Box 98
Pink MIL Notch Carolina 28372
2. Type of swine farm:Farrow to Wean
Design Capacity:2400 sow
3. Name and address of Technical Specialist preparing flee waste management plan:
Ronnie G.Kennedy Jr.
P.O.Box 1096
Beulaville,North Carolina 28518
4. Physical Location of Proposed Facility:
on 675+acre lot on south side of highway 11 and 943,eight miles north of
Kenansville
S. Address of local Soil and Water Conservation District:
Duplin County,SWCD
P.O.Box 277
'` Kenansville,North Carolina 28349

Page 2
January 2, I997
b. Otha infonnatiocn:
This above mentioned cues and regulations provide that any adjoining
Property ownes or person owning property located across a public road or
street fray the swine fans may submit written comments to the
Division of Water Quality,Depamneit of Health,and Natural Resources.
We assure you we will strive to be good neighbors and follow all local;state,and federal rules concerning
this operation.
Sincerely,
C.Thomas Whitfield
President

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EMERGENCY ACTION PLAN
PHONR N1 IMRFRS
DWQ 910-3957-3100
EMERGENCY MANAGEMENT SYSTEM 9/0 -a96 -a/&0
SWCD 910-A16 -aia0
NRCS quo-a96 - aia!
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing,or running offsite. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

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 flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. Ifholes 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 ofthe side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location ofthe facility,the location or direction of movement ofthe 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 MRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: Abe-
b. Contractors Address: l aS 4 Nc- X41 �-
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: A-S,e 1 S+C r✓
b. Phone: Z S z- 5-6Q -)L6 9 _
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

OPERATION &NLUNTCNANCE 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

4
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
unddrtaking 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 all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an 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 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, Iack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with 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 other conditions which
ems. could increase the concern of neighbors.

o
f
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 Iagoon 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters • Accumulation of Solids Flush system is designed and operated sufficiently to
�riemove accumulated solids from gutters as designed;
Cam 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 sol ids to a depth of no more than 6-8 inches
over more than 30%ofsurface.
Excessive Vegetative • Decaying vegetation [Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Cvctamc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
decaying.jastage.
O 1 can up spi age on a routine basis(e.g.,7-10 day
interval during.summer;15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediatee perimeter of feed storage areasby
insuring drainage away from site and/or providing
adequate containment(e.g.,:covered bin for
brewer's m and similar high moisture gain
O pr and remove or break up accumulated
solids in filter strips around feed storage asneeded.
AMIC- November 11,1996,Pape I

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas a Accumulations of animal wastes D Eliminate low areas that`trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.c inspect for and remove or breakup
accumulated solids as needed..
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e g.,7-10 day
Systems interval during summer;15-30 day interval during
winter)where manure is loaded for land application
Q 9R836 adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
'handling areasas needed
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613
AMIC-November 11.19%,Page 2

Swine Farm Waste Management Odor Control Checklist.
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production [—�J 'Vegetative or wooded buffers•,
:�Recomrnended best management practices;
Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals CKDry floors
Floor surfaces • Wet manure-covered floors 1"Slotted floors;
CYWaterers located over slotted floors;
O Feeders at high end of solid floors;
Er"'Scrape manure buildup from floors;
Cr"Underfloor ventilation for drying
Manure collection pits • Urine; B'OFrequent manure removal by flush,pit recharge,or
• Partial microbial decomposition scrap
Q'Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0""'Fan maintenance;
• Dust 21""Efficient air movement
Indoor surfaces • Dust C31"Washdown between groups of animals;
O Feed additives;.
0 Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush.tanks • Agitation of recycled lagoon liquid O Flush tank covers;.
while tanks are filling O Extend fill to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater a Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation ofrecycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are.filling and-siphon vents
Lift stations • Agitation during sump tank filling C] Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site.Specific Practices
Outside draitn collection or • Agitation during wastewater 0 Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater 0 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; B''Prover lagoon liquid capacity;
• Biological mixing; �Correct lagoon startup procedures;
• Agitation mum surface area-to-volume ratio;
Minimum agitation when pumping;
0 Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; C;lrIrrigate on dry days with little or no wind:
• Wind drift C Minimum recommended onemtina pressure;
3""Pump intake near lagoon liquid surface:
[I Pumn from second staee]a on
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading:
surface • Mixing while filling; 0 Tank covers:
• Agitation when emptying Ll Basin surface mats of solids:
Settling basin surface • Partial microbial decomposition; 0 Extend drainpipe outletsundemeath liquid level;
• Mixing while filling; f1 Remove settled solids regularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions Wash residual manure from spreader after use;
fl Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while We Soil injection of slurry/sludges;
or sludge on field surfaces drying r-l" Soil incorporation within 48 hrs.;
Pl"' Spread in thin uniform lavers for rapid drvine:
n
Dead animals • Carcass decomposition n Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits o Carcass decomposition rl Complete covering of carcasses in burial pits;
f7 Proper location/construction of disposal pits
Incinerators • Incom fete combustion n Secondary stack burners
Standing water around o Improper drainage; D' tirade and landscape such that water drains away
facilities. o Microbial decomposition of from facilities
organic matter
Mud tracked onto public o Poorly maintained access roads 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 Faun Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU Swine Extension
Environmental Assurance Program:NPPC Manual TIC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Version—November 26,2018
• Mortality management Methods
Indicate which method(s)wN be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106.403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
rendering at a rendering plant licensed under G.S. 106-168.7,
Complete Incineration according to 02 NCAC 52C.0102.
Q a A composting system approved and permitted 6y' 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 DEf3.
D in the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a a Any method which,in the professional opinioneof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers.of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
o 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 tempora procedu es or measures for disposal according to G.S. 106-399.4.
vG.•
Signature ofFarm Omyli r/Manager Date
3 )! lg / IC)
Signature of Technical Specialist Date

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, 2024, 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 3,2024.
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. Certificate Of Coverage Number: AWS310376
2. Facility Name: Duplin 1 &2
3. Pernvttee's Name(same as on the Waste Management Plan): Wbw Sow Farms LLC
4. Perinittec's Mailing Address: 1122 Oberlin Rd
City: Raleigh State: NC Zip: 27605
Telephone Number: 910-866-4395 Ext. E-mail:
5. Facility's Physical Address: 1604 N NC 11 903 Hvw
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Tom Whitfield
g_ Farm Manager's telephone number(include area code): 910-296-1033 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Leslie L. Stutts Phone No.: 910-253-7070 OIC#: 20897
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 7,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 Lagoon 11/10/1993 Full,clay 1,749,610.00 206,039.00 19.50
LAGOON#2 Lagoon 11/10/1993 Full,clay 1,752,124.00 192,535.00 19.50
LAGOON#3 Lagoon 8/29/1996 Full,clay 1,853,245.00 201,903.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by 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,solids separators,sludge drying system,waste transfers,etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is`a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): ta.� 3 G f M S. L LC— Title: O LAD
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636