310034_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0034 Certificate Of Coverage Number: AWS310034
2. Facility Name: Thienen's Pig Pens
3. Landowner's Name(same as on the Waste Management Plan): Randy L Thigpen
4. Landowner's Mailing Address: PO Box 748
City: Beulaville State: NC Zip: 28518-0748
Telephone Number: 910-298-3322 Ext. E-mail:
5. Facility's Physical Address: Lyman Rd
City: Beulaville State: NC
Zip: 28518
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner): Randy L Thigpen
g, Farm Manager's telephone number(include area code): 910-298-3322 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Randy L.Thigpen Phone No.: 910-382-2049 OIC#: 16748
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-Feeder to Finish 5,832
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 Poultr
Gilts Other Non Laying Pullet
Other Layers
MqR 2 g 2019
wawQtlta 41
Raginrol Op®aa&S

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
C
2 �� �L e ,Z�� 45,738.00 19'SO
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the 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. Lagoonistorage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: r Title: 12 WA W- e. � f 7
Signature: I Ju. Date:pr
`T' f
Name: Title: .
Signature: Date: .
Name: Title: _
Signature: _ Date: _
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER "
Governor `
MICHAEL S.REGAN
Secrotary µ .
LINDA CULPEPPER NORTH CAROLINA
Moor Environmental Quality
February 27,2019
Randy L Thigpen
Thigpen's Pig Pens
PO Box 748
Beulaville,NC 28518-0748
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hops.//deg.ncxov/abo ddivisions/water re ounces/w r ualin-regional- yera i afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In or er to assure your continued coverage and r the State Non Discharge General PPrmitc you must submit an application_f r
permit ver a to the Division Enclosed you will find a "Reguest for Certificate.of Coverage Facility Currently Cov by
Expiring Stto N n-Dish a Ge Permit." The w0ication form must bc completed. swritil and returned—hy— April 3. 2019e
Please note that You must include one copy of the Certified Animal Waste Mana ement Pl CAWMPI with the
completed and siened application forty, A list of items inclu ed in a CAWMP can be fo d on nee 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AW53100 4
Murphy-Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
M N.Salisbury St 11636 ma7i SerFaoe Center I Raleigh,North Carolina 27659 MG
*--- 918.707 30130

Version—November 26,2018
ortality anagement _:` ethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® a 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.
0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
® A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
i�EC�I!!I'a0/�4�B>EG1If94f '
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
MAR 2 8 2019 when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature Fa er/Manager Date
g
Signature of echnical Spec St
Date

Nutrient Management Plan For Animal Waste Utilization
03-15-2007
This plan has been prepared for: This plan has been developed by:
Thigpen Pigpen Johnny Lanier
Randy L. Thigpen Hygro Inc.
PO Box 748 441 Cahin St
Beulaville,NC 28572 Pink Hill, NC 28572
910-298-3989 910-298-5426
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.
�-02 _
Signature(owner) Bate
Signature(manager or producer) Bate 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: 7
Teel�nieal Sr: `alist Signatu-e Bate
--....................... ...--.........- --- -- ------ ---
Database Version 3.1 ..
------------------
736829 Database Printed_03-15 Z{lQ? Cover Page I

Nutrients applied m accordance with this plan will he supplied from the
following source(s).
Commercial Fertilizer is not included in this plan.
N S7 !Swine Feeder-Finish Lagoon Liquid waste generated 5,406,264gals/year by a 5,832
`animal Swine Pushing Lagoon Liquid operation.This groduettvrt facility has waste
storage capacities of ap roximately ISO days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
s
Broadcast 12452
Incorporated 21385
Injected 23550
Irrigated 13535
Max. Avail. Actual PAIN PAN Surplus/ Actual Volume Volume Surplus/
PAN Obs) * Applied Qbs) Deficit abs) Applied(Gallons) Deficit(Gallons)
Year 1 13,708 I8649 -4,941 f 7,379,695 --I,973,43I I�
------------------..........-----...-.-.------------- -- --------------- -----
ote: In source ID. S means standfard source_U means user dew source. —----- -
*Max. Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this sourc
736829 Database Version 3.1 Date Printed. 03-152007 Source Page 1 of i

The table shod below provides a sitrnmary of the camps 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 t3seable Leaching
Tract Field Acres Acres Index(U) Soil series
-- _ _. -Soil Crop Sequence RYE
-- 5241 y p10 5.72 5:72[ LLN A ,Fa�stm �- Cotton '
5241 t 8001bs.
pit 5.72 5.72 1�lA ]1=ate -
5 - _ 8001bs,
5241 p12 2.99 2.99 NIAk -
- 800 tbs.
5241 p13 2.84 2.84 NIA jFotestoo-- -rcotton 8001bs.
5241 pI4 3.70 3.7Q N/A Fasesta j NiA 4FUSesto 300-
Ybs.P �I
5241 p15 2.62 2.62
el iarioa ...8001bsJ
5241 p]6 2.62 2_fi2 iVlA 'Faseston Caton ~�
8001bs.•
5241 p17 3.40 3.40 I4lA l�lok _ � -
875Ibs.
J 5241 g18 4-699 4.69 }d!A j�IuFol[c {�{� �
87516s.
5241 p19 5.Q8 5.03, N/A Norfolk cotton
_ _ _ 8751bs.
5241 p20 i 2.88 2.88 Nr-A rFamtm -- Icatta�n _ _
�j
+ goo 1bs.!
5241 p2l 2.91 2.91 i�llA. 41 o�ston
900tbs.%
5241 p22 2.9I 2.91 NVA IForesten -� - =r
- - �k' 900lbs.
5241 � P�3 M 1.841 1.841 N•-A 1Vcxfolk cotton� - -
CoUoR 875 IbfS:1
5241 m p24 3.24 3.24 N/A It+TMfolk�
_ _ -- - Cohan 875
5241 g25 �- 4.79 4.791 \/A N f lk
Corson 873 fbin .
IF 5241 p26 5.62 5.62 N/A NY"folk - �u
- - uacai 875 tbs.
5241 €r27 4.13 4.13 MA MarfaR: - -
- _ 975 lb&
5241 p4 4.51, 451 1VfA Ault rills 'C
---� - _ _ - - 700IN
5241 p5 6.65 6.65; Nl!-i Auftyvffla
6 lcw.
7001bs.;1
-241
P 6.29 6.29 N/A Auiryyin - -!
e °Cottcxi
7001bs.E�
5241 p7 1.86 1.861 N1 Autrysige��� ' - - -
'o'er° 700 tbs.7f
5241 P8 5.42 54?� i/A �}1
.
- e ICo#ts'u
700 Ibs.
5241 p9 5.37 5-3 j V!A :tali vile
0 tbs.
6098 P31 12.90 3.10 NIA Aw'sv�,-ille -
SmaII Fh 1.0 Tons
f �
-� 4.8 Tons
6098 p32 12.90 1.85 IVIA Autryvilte r .
Il oveed 1.0 Tons
1 13e£muds^-a _MI4 4�11 si C - *4.8 Tonsil
6099 Piet 14.50 18.10: NIA aleqC
-
- I.01ons
Hybrid BeMI MW taSho[-f r4.8Toes
736829 DatabawVersion3.1 Date Printed3115t2OQ7
�OTE: Symbol*means User ehlteled-data PCs Page 1 of 2

PIanned Crops Summary
Total Useable Leaching
Tract Field Acres Awes Index(LI) Soil Series Crop Sequence RYE
f
6668 p1. —I 12.00 5.77 ilfA Autryvr7te �YY tS`rrra}1CA-ainoveneed_ 1.oTons¢
- 31 ytttid Berruadagra *F7 f ij r, T4.8 Tonsr.
I; 6668 pla 12.00 3-78 :I Autsyvitte I9.RCsrak0ue..d 1.0Tons
AtsridBet—dag—Jimy ftq T yr-e ��4.8 Tons
6668 p2 436 3.67 i`l. tW'yville ^— I8maN Grain Oveneed 1.O Tons 1,
Flybiid B..dag ss W 14.8 Tons
6668 p3 1 -9-361 3.289utayviite ;8analt Grain f3sraseed 1.0 Tons
Ij I HybddB--j&grassl q_frvi-d 4.8To,isi
PLAN TOTALS_ 185.72 137.25
_ LI Potential Leaching Teckirctrl GWcicracee
<2 LoEjr potential to contribute to solubr None —
nutrient leaching below the mot zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned_
<=t0 soluble nutrient leaching below the
root zone
High potential to contribute to soluble Nutrient Mvfanageruent(590)should be planned. Otherconservationpractices that
j,utrient leaching below the root zone improve the soils available water holding capacity and improve nutrient use efficiency
>10 should be considered_ Examples€are Cmer Qops(340)to scavenge nutrients,
Sod Based Rotations(3-28),Long-Tem No-il(778N and edge-of-f•tell practices such
as Filter Strips(393)and Riparian Forest Buffers(391)
736829 Database Version3.1 Bate Printed 3/1512007
PCS Page 2 of 2
z4OTE: Symbol I-means user entered data

Th--- rite Utilization table shown below summarizes the waste utilizati,___t,jan for this operation. This plan provides an estimate of the numb:;..-u
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient re uacres of
nt
and proper timing of applications to maximize nutrient uptake. q lrements,
This table provides an estimate of the amount of nitrogen required by the crop being
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid andiquid wastelthat will be a upped d by manure or
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure a o lieeach
d is field in
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. PP is
Waste Utilization Table
Year 1
Nitroger, Comm. Res. Manure Liquid Solid Liquid Solid
FA Fert, (]bs/A) PA ManureA Manure Manure
Nutrient Nutrient Nutrient Manure
Req'd Applied Applied (acted (acre) Applied Applied
pbs/A) (lbs/A) Ibs/A (acre) (acre) (Field) (Field)
Source Total Use, ( )
Tract Field ID Soil Series Acres Acres Crop PeriodApplic Applic, 1000
-_ RYE Period N N N Method N
gal/A Tons 1000 gals tons
5241 p1.0 S7 Foreston 5.72 5.72 Cotton
800lbs, 3/15-7/31 71 4 0 brig, 71 28.36 0.00 162.22
� 5241 pit S7 Foreston 5,72 5.72 Cotton 0.00
8001bs. 3/15-7/31 71 0 0 brig, 71 28,36 0,00 1d2.22
5241 p12 S7 Foreston 2,89 2.89 Cotton 0,00
8001bs. 3/15-7/31 71 0 0 Irrig, 71
5241 pia S7 Foreston 2,84 2.84 Cotton 28.36 0,00 $1,96 0.00
8001bs. 3/1.5-7/31 71 0 0 Injeo. 71 16.30 0.00 46.29
5241 p14 S7 Foreston 3,70 3.70 Cotton 0.00
SOOIbs. 3/15-7/31 71 0 0 Irrig, 71 28,36 0,00 104,g3 0.00
5241 p15 S7 Foreston 2.62 2.62 Cotton
800lbs, 3115-7/31 71 0 0 Irrig, 71
5241 p16 S7 Foreston 28,3G 0,00 74,30 0100
2.62 2.G2 Cotton 8001bs, 3/15-7/31 71
0 0 Brig. 71 28.36 0.00 74.30
524[ p17 Si Norfolk 3.40 3,40 Cotton 0.00
8751bs. 3/15-7l31 78 D 0 Irrig, 7g
5241 p18 S7 Norfolk 4.69 4.69 Cotton 31,16 0.00 105.93 0,00
875lbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 146.12
5241 p19 S7 Norfolk 5.08 5,08 Cotton 0.00
873lbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 158.28 0.00
5241 p20 S7 Foreston 2.88 2,88 Cotton
800lbs. 3/15-7/31 71. 0 0 Irrig• 71 28.36 0.00
5241 p21 S7 Foreston 2.91 2.91 Cotton
81,6$ 0.00
800lbs. 3/15-7/31 71 0 0 Injec. 71 16,30 0.00 47.43
5241. p22 S7 Foreston 2.91 2.91 Cotton 0.00
8001bs. 3/15-7/3.1 71 0 0 Irrig. 71 00 2836 0.
5241 p23 S7 Norfolk 1.84 1.84 Cotton , 82.53 0.00
875 tbs. 3/15-7/31 78 0 0 Irrig. 78 31.16 0.00 57.33
5241 p24 S7 Norfolk 3.24 3.24 Cotton 0.00
875lbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 100.95
5241 p25 S7 Norfolk 4.79 4.79 Cotton 0.00
87S lbs. 3/15-7/31 78 0 0 Irrig. 78 31,16 0.00 149.24 0.00
736829 Database Version 3,1 Date.Printed:3/15/2007
WUT Page I of 3

Wash ation Table Year 1
Nitrogon Comm Res, Manure Liquid Solid `Liquid Solid
PA Pert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field)
(Ibs/A) (lbslA) (lbs/A) ) (Field)
Source Total Use. Applic, Applia 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p26 S7 Norfolk 5.62 5.62 Cotton 875 lbs. 3/15-7/31 78 0 0 Irrig. 78 31..16 0.00 175.10 0.00
5241. p27 S7 Norfolk 4.13 4,13 Cotton 875 lbs. 3/15.7/31 78 0 0 Irrig, 78 31.16 0.00 128.68 0.00
5241 p4 S7 Autryville 4.51 4,51 Cotton 700 tbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 140,52 0.00
5241 p5 S7 Autryville 6.65 6,65 Cotton 700 tbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 207.19 0.00
5241 p6 S7 Autryville 6.29 6.29 Cotton 700 tbs, 3/15-7/31 78 0 0 Irrig, 78 31.16 0,00 195,971 0.00
5241 p7 S7 Autryville 1.86 1.86 Cotton 700 tbs. 3/15.7/31 78 0 0 Irrig, 78 31,16 0.00 57.95 0.00
5241 PS S7 Autryville 5.42 5,42 Cotton 700 lbs. 3/15-7/31 78 0 0 Irrig, 78 31.16 0.00 16$.87 0.00
5241 p9 S7 Autryville 5.37 5.37 Cotton 700 tbs, 3/15-7/31 78 0 0 Irrig, 78 31.16 0,00 167.31 O.OU
6098 p31 S7 Autryville_ 12.90 3.I0 Small Grain Overseed 1,0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 61.91 0,00
6098 p31, S7 Autryville 12,90 3..10 Hybrid Bermudagrass �vt c , *4,8 *3/1-10/31 *235 0 0 Irrig, 235 93.87 0.00 290.99 0.00
6098 p32 S7 Autryville 12.90 1.85 Small Grain Overseed 1,0 Tons 10/1-3/31 50 0 0 Irrig, 50 19,97 0.00 36.95 0.00
6098 p32 87 Autryville 12.90 1.85 Hybrid Bermudagrass Why • S f ut-t *4,8 *3/1-10/3l *235 0 0 Irrig, 235 93.87 0.00 173.66 0.00
6098 pivit. S7 Autryville 19,50 18,10 Small Grain Overseed 1.0 Tons 10/1=3/31 50 0 0 Irrig, 50 19.97 0.00 361,49 0.00
6098 pivit S7 Autryville 19.50 IS.IQ Hybrid Bermtldagta5s WiFy11 P S t.r 4 *4,8 9/140/31 *235 0 0 Irrig, 235 93.87 0,00 1,699,021 0.00
6668 p 1, S7 Autryville 12.00 5.77 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. SO 19,97 0.00 115,24 0.00
6668 pl. S7 Autryville 12.00 5.77 Hybrid Bermudagrass my f 5 tur-e *4.8 *3/1.10/31 *235 0 Q Irrig, 235 93.87 0.00 541.62 0.00
6668 pla S7 Autryville 12.00 3.78 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 75.49 0.00
6668 pla S7 Autryville 12,00 3.78 Hybrid Bermudagrass May ' u r *4,8 *3/1-10/31 *235 0 0 Irrig, 235 93,$7 0.00 354.82 0.00
6668 p2 S7 Autryville 9.36 3.67 Small Grain Overseed 1,0 Tons 10/1-3131, 50 0 0 Irrig. 50 19,97 0.00 73.30 0.00
6668 p2 S7 Autryville 9.36 3.67 Hybrid Bermudagrass MW Fca hjr-t *4.8 *3/1-10/31 *235 0 0 Irrig, 235 93.87 0.00 344,50 0100
6668 p3 S7 Autryvillc 9.36 3.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.51 jooOo6668 p3 S7 Autryville 9.36 3.28 Hybrid Bermudagrass�} `?Q.StUr.e *4.8 *3/1-.10/31 *235 0 0 Irrig. 235 93,87 0.00 307.89
736829 Database Version 3,1 Date Printed;3/15/2007 WUT Page 2 of 3

Waste ation Table Year 1
p!1gtV2n COMR1 Res. Manure Liquid Solid liquid Solid
PA Fert. A bs/
(1 ) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic.
Applic. 1000
Tract_ Field ]D Soil aeries_ u Acres Acres A^ _ -Crop — —RYE- Period N N N Method N ga A Tons 1000 gals tons
Total Applied,1000 gallons 7,379.70 ;%;?' :,'..'
Total Produced,1000 gallons 5,406.26 ? `<'':i:;:::-
Balance, 1000 gallons -1,973,43
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons ;:.`: ;; .;,c; 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
736825 Database Version 3.1 Date Printed:3/1.5/2007 WUT Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table Irtftltration rate varies
with sails_ If applying waste nutrients through an irrigation system you must apply at a rate that will not result in
sttrtof. This table provides the maximurnapplication rate per hour that maybe applied to each field selected to receive
Nastewater. It also lists the maxim=application am uA that each field may receive in anyone application event.
Irrigation Application Factors
Appleabon Rat°, Application Amount
Tract Fief. Soil Series i Onches&our} (inches)
5241 p 10 Foreston -_ O.50 1.0
5241 pl1 Foreston 0.50 1.0
5241 p12 Foreston 0.50 1.0
5241 p14 Foreston 0.50 1.0
5241 p15 Foreston 0.50 1.0
5241 p 16 Foreston 0.50 1.0
5241 p17 Norfolk 0.50 1.0
5241 pis N orfolk l 0.50 1.0
�P52441 - p19 Norfolk t 0.50 1.0
521 p20 oreston 0.50 1.0
5241 p22 Foreston i 0.50 1.0
5241 p23 Norfolk 0.50 1.0
S24I p24 Norfolk 0.50 1.0
5241 p25 Norfolk i 0.50 1.0
5241 p26 Norfolk 0.50 j 1.0
5241 p27 Norfolk 0.50 1.0
5241 p4 Autryville 0.60 1.0
i
524I gS Autryville 0_60 1.0
5241 p6 Autryville 0.60 I.0
5241 g7 Autryville 0.60 1.0
S24I p8 Antryville 0.60 1.0
r5241 p9 Autryville 0.60 1.0
6098 p31 Autryvilie 0.60 LO
6098 p32 Autryville €1.60 1.0
609898 pivit Autry ille- 0.60 10
r6668
pi Autryville 0.60 1.0
pla Autry ille 0.60 1.0
p2 Autryville 0.60 1.0
p3 Autryville 0.60 1.0
736829 Database Version 3.1 Date Printed 3/1512007 IAF Page 1 of 1
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 crap 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
nutnalt 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 passible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concerti Sons containing vexy high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum € Maximum Sludge - — — -- - - -- I---- - -
crop PA-N Rate Application Rats Minimum Acres Minimum Acres Mm mum Acres
lblac 1000 gallac 5 Years Accumulation 1 10 Years Accumulation L 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 73.11 146-22 219.34
rHay 6 ton R.Y.E. 300 2632 36.56 73-11 109.67„
Fbean 40 bu 160 14.04 6&54 .137.09 205.63
— ------------- ------------------------- - ---------------....--------------------------
736829 Database Version 3.1 Date Printed-03-15 2007 Sludge Page i of 1

The Available Taste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each ninth of the plan_ Available storage capacity is calculated as the
design storage capacity in days minus the number of days ofnet 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#Iran 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 applicati€n interval in the waste
utilization plan is inconsistent with the structures temporary storage capacity
!l 7r a i
Source Name Swine Feeder-Finish LagoonLiquid lt±
a Capacity Nays}
Start Date 10/1 i80
Plan Year^ Month Available Storage Capacity(Days)* �I
I 2 73 h
1 3 129
I 4 175
1 5 180
1 6 180
1 7 180
1 8 174
1 9 169
1 10 174
1 11 149
1 _ 12 123
*Available Storage Capacity is calculated as of the end of each month. -- -- J
--- - -----..................................._- ........_........
_...-------- ----- --�....... --------...-
736829 Database Version 3.1 Date Printed:03-15 2007 Capacity Page I of 1

Reauired Specifications For Animal Waste Management
I. 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 shad 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 tosecure 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 shalt he 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 343-Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
appheation. Waste should not be applied when there is danger of drift from
the land application field.
S. When animal waste is to be applied on acres subject to flooding;waste will
be soil incorporated on conventiomlly tick croplan&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).
736829 Database Version 3.1 Duce Prtted:311512007 SoeciGcation Page 1

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 sails, 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 WasWnutrient 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 crap 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 seine farm shall be at least
50 feet from any residential property boundary and canal.Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner_
14. Waste shall be applied in a manner not to reach other property and public
right of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist'. Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways,waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
- —------
-_ -
__ __ ........------------------------------------ -----.......-- - ----------
736829 Database Version 3.1 Date Prime&3115/2007 SDecif€cation Page 2

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 an
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
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.
24. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption However,if animal waste is used on
crops for direct human consumption,it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage(pumping volume)of all waste
treatment lagoons. lumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maAmum
storage volume for waste storage ponds.
----------------------------------------------------------------------- - -------- - ---- --- - -- - - --.._.-.. - - ---------..--------
736829 Database Version 3_I Date Printed:311512007 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites wherewaste 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 yeas
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.
.............--------- ------------------------------------ ------....-....------- —- ---._.._._.._---------. ..---
735829 Database Version 3.1 Date Printed-311 5/2007 Specification Page 4

Crop Notes
The following crop note applies to field(sy plo-pll,p12,p13,p14,p15,p16,p20,p21,p22
Cotton CP,Mmeral Soil,low leachable
;n the Coastal Plain, cotton is normally planted from April 15 May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at:all possible.Review the NCSCI Official Variety„green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 112-1"_ Adequate depth control 25 is s/ncre N at
Recommended phosphorus and potash can be broadcast or banded at planting• Apply
planting.Apply the remaining recommended N as a sidah ss application 2 to 3 weeks after fiu-st square.
The total N needed is dependent on soil type_Apply 1.0 lb/acre actual baron either at planting or at
sidedress; or,foliar apply 1/2 Iblacre actual boron with 1/4 lb/acre applied at early bloom and the other 1/4
lb/acre about 2 weeks later-The boron needs to be available to the cotton during fruiting.Tissue samples
can be analyzed during the growing season to monitor the nutrient status ofthe eottan.Timely management
of insects,weeds,and excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to field(s)_ p 17,pl S,p 19,p23,p24,p25,p26,p27
Cotton.CP: Mineral Soil,medium leachable
In the Coastal Plain,cotton is normally planted from April 15-May 5 when wwm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible-Review the NCSU Official Variety„green book"and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 112-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-25 Ibs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type_Also,apply at least 20 lbslacre sulfur either at planting or at
sidedressing.Apply 1.0 lb/acre actual boron either at planting or at sidedress,or,foiiar apply 1/2 lb/acre
actual boron with 1/4 lb/acre applied at early bloom and the other 114 lblacre about 2 weeks later.The
boron needs to be available to the cotton during fruiting.Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton.Timely management of insects,weeds,and
excessive vegetative growth are essential for profitable cotton production_
Preview Database Version 3.1 Date Printed:W-15-2007 Crag Note Page 1 of 3

The following crop note applies to f eld(s):p4,p5:Fb,F7,P8,Pg
Cotton CP. Mineral Sail,medium leachable
In the Coastal Plain, cotton is normally planted from April 15 May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible_Review the NCSU Official Variety"green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-25 lbs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Also,apply at least 20 lbslacre sulfur either at planting or at
sidedressing.Apply 1.0 lbfacre actual boron either at planting or at sidedress,or,foliar apply 1/2 Ib/acre
actual boron with I/4 lb/acre applied at early bloom and the other 114 Iblacre about 2 weeks later. The
boron needs to be available to the cotton during fruiting.Tissue samples can be analyzed during the
growing season to monitor the nutrient status of The cotton_Timely management of insects,weeds, and
excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to fiield(s):p1,pla,p2,p3,p31,p32,pivit
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 bulae in 1.5'to 2'rows spaced 1'to 1.5'in row.For
broadcast/disked-in sprigs use about 60 bulac.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 2401b/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.
..............._. --------- --------------------------_ - --------------------T
Preview Database Version 3-I bate Printed:03-15-2007 Crop Note Page 2 of 3

The following crap note applies to field(s):pl,pla,p2,p3,pal,p32,pi 4
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[Turtle". Also,increase the initial seeding rate
by at least 10%when planting no-fill- 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.
................. .....-------------------------------._...---...----------------------------------------------- --------- -------.....-_.._...--------------------------------------
Preview Database Version 3.1 Date Printed:03-15 2007 Crop Note Page 3 of 3

ANIMAL WASTE UTILIZATION PLAN
NARRATIVE OF OPERATION
SOIL CROP YIELD LBS AW COMM APPLIC. APPLIC APPLIC
TYPE N/ACRE N%ACRE TIME RATE AM`I`
IN/HR INCHES
AUB CORN 75 73 .75 20 MAR-JUN _5 1
AUB WA,. 1 100 0 SEP-APR . 5 1
AUB SB 25 80 20 APR-SEP 15 . 5 1
NOB CORN 100 105 20 MAR-JUN . 5 1
NOB WA 1 100 0 SEP-APR 5 1
NOB SB 35 120 20 APR-SEP 15 . 5 1
FOA CORN 120 130 20 MAR.-
5 1
FOA WA 1 100 0 SEP-APR . 5 1
FOA SB 35 120 20 APR-SEP 15 . 5 1
-- - - --.-. --- -- - ---. _. - — -- Page: 16

ANIMAL WASTE UTILIZATION, PLAN
NARRATIVE OF OPERATION
rCUMBERS 50 pounds nitrogen per acre in the spring pre plant application
_ rCUMBERS 50 pounds nitrogen per acre in the Fall pre plant application
;PPERS 50 pounds 'nitrogen per acre in spring or summer.
cucumbers and peppers the application rate (in/hr) . 50 application amt
-..nches) 1 . 0
.
aQo �
�
T S�
r o P s Awl vla t
Corn 120
LJ ck 100
.b j a, o
C-v rn 6e,-5 So i
PC ����erS f)
F( 4
f
Y
— - - _ - - — -- ------ - — Page . 8

s T N L+ 77
01 f,14fl p21i ffiA PM QQi. 29,acOTID
ART
/�tb �.p � I�.�.....� .�.. a.:� �7t r.! r"~_•� ifT.ter_-���.
PB 9OR c e9ftm 1 A� 2mc Ugw-'
SP
_ " RT17
77
R7 MA
pm L
�Y�� .. -�; rT Bann. •,la:� RTrta ���
+ A
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5
K

I
Nutrient Management Plan For Animal Waste Utilization
08-18-2004
This plan has been prepared for: This plan has been developed by:
Thigpen pig pen Johnny L Lanier
Randy L Thigpen Duplin Soil& Water
PO Box 748 PO Box 219
Beulaville, NC 28518 Kenansville, NC 28349
910-298-3989 910-296-2120
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.
Signa 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: -1-3
Technical Spe list Signature Date
---------------------------------------------------------------------------- --- - ---- ---
- - - - - --------------------------------------------------------------
856652 Database Version 3.1 Date Printed: 08-18-2004 Cover Page 1

i
Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,406,264 gals/year by a 5,832
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 12452
Incorporated 21385
Injected 23550
Irrigated 13535
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 13,535 29985 -16,450 11,965,065 -6,558,801
Year 2 13,535 31325 -17,790 123459,745 -7,053,481
Year 3 13,535 18023 -4,488 7,146,196 -1,739,932
------------------------------------------------------- ----------------------------------------------------------------------------------------------------------
Note: In source ID,5 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.
856652 Database Version 3.1 Date Printed: 08-18-2004 Source Page Page 1 of 1

' f
Narrative
Row crops are not needed to meet the nutrient budget needs for this animal operation.
cucumber 50 lbs preplant for spring and fall crops
peppers 50 lbs preplant for spring and fall crops
Pumping may be done on any row crops listed, in WUT table or above,when planted in rotation on this
farm
---------------------- - ---- - _ ___
-- - -------------------------------------------------------------------- -- --
____
856652 Database Version 3.1 Date Printed: 08-18-2004
Narrative Page Page 1 of 1

1 .
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
j
5241 p10 5.72 5.72 N/A Fereston- f oj). L,p( 291 Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 pl 1 5.72 5.72 N/A i•rmestcm No 1) Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
12 5241 2.89 2.89 N/A
��. P F-estoa..Uo,i✓1c:L`•v Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 p13 2.84 2.84 N/A Forestan-, a-:1.q e-it,, Co.,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 8001bs.
5241 p14 3.70 3.70 N/A FeFestan / `p b�cO ] Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 p l5 2.62 2.62 N/A F,4mgerr i l-)�;e v Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 p16 2.62 2.62 N/A F&F®eteer �'✓� �1, Com,Grain
120 bu.
Wheat,Grain 55 bu.
Q
Soybeans,Manured,Double Crop 34 bu.
L�
Cotton 800 lbs.
5241 p17 3.40 3.40 N/A NoFfellc- Jr;v �4 Com,Grain 115 bu.
Wheat,Grain 1 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 8751bs.
856652 Database Version 3.1 Date Printed 8/18/2004
PCS Page Page 1 of 5
NOTE: Symbol*means user entered data.

, 1
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5241 p18 4.69 4.69 N/A Norfolk } Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 8751bs.
1�1 5241 p19 5.08 5.08 N/A Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton
20 2
5241 875 lbs.
p .88 2.88 N/A i:orestotr
r�G� Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 p21 2.91 2.91 N/A Ferestenr—
�e;tir 0& Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop
EELE34bu.
Cotton
5241 p22 2.91 2.91 N/A Terestnn— Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
rr Cotton 8001bs.
5241 1 p23 1.84 1.84 N/A Norfolk 6- e. l Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 875 lbs.
` 5241 1 p24 3.24 3.24 N/A Norfolk C c jj s+t'e: Com,Grain 115 bu.
l�
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
\` Cotton 8751bs.
5241 p25 4.79 4.79 'N/A N—falk P)04 e;,y Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 875 lbs.
(� 5241 p26 5.62 5.62 N/A Norfolk, C10 ; _ L Com,Grain
115 bu.
i�
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 875 Ibs.
856652 Database Version 3.1 Date Printed 8/18/2004
PCs Page Page 2 of 5
NOTE: Symbol*means user entered data. ,

i
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5241 p27 4.13 4.13 NIA 49;Xalk- Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Cotton 875 lbs.
/ 5241 p4 4.511 4.51 N/A Aati}1t- Corn,Grain 85 bu.
' Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
y� Cotton 700 lbs.
5241 p4abuf 2.10 2.10 N/A Forestea l7la,t � Corn,Grain
120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 8001bs.
5241 p5 6.65 6.65 N/A A"'Mlle i .:,,
_ �� Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
5241 p6 6.29 6.29 N/A Avf�pvi}le- ��,�•q.,, Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
/ 5241 p7 1.86 1.86 N/A lkutegvifla- Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
5241 p7abuf 3.50 3.50 N/A Furesiofi Corn,Grain 120 bu.
I_
w
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
Cotton 800 lbs.
5241 p8 5.42 5.42 N/A AutryvMF Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
i
'_4, • 5241 p9 5.37 5.37 N/A 11e� U 11 vc.J �-J Corn,Grain 85 bu.
ryi Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
856652 Database Version 3.1 Date Printed 8/18/2004
PCS Page Page 3 of 5
NOTE: Symbol*means user entered data.

1
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6098 p28 19.50 4.59 N/A ale D c, Small Grain Overseed
1.0 Tons
' Hybrid Bermudagrass Pasture *6.3 Tons
C 6098 p28abuf 1.90 1.90 N/A Feresion MA;zG, Small Grain Overseed _ 1.0 Tons
�\ Hybrid Bermudagrass Pasture 6.0 Tons
6098 p29 1 19.50 4.82 N/A Aut0flAlle- vA,t e,e Small Grain Overseed 1.0 Tons
` Hybrid Bermudagrass Pasture *6.3 Tons
6098 p30 19.50 5.06 N/A .A9.ville bo ,q e- Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
6098 j p3l 12.90 3.10 N/A Autcywlle �AA;{j 6(d `Z ) Small Grain Overseed 1.0 Tons
'Nab t, Hybrid Bermudagrass Pasture *6.3 Tons
+� 6098 p3labuf 2.50 2.50 N/A A*ttDvi}1c !1 - c
c 'l-Z Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6098 p32 1 12.90 1.85 N/A "tt}cui.11e- A/v b at,L t-Li) Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
6668 pl 12.00 5.77 N/A Autrfvi le 1\10 6� i9 Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
6668 pla 12.00 3.78 N/A Agile• 1�0 Small Grain Overseed 1.0 Tons
2" Hybrid Bermudagrass Pasture *6.3 Tons
6668 lbuf 1.00 1.00 N/A p Fe- . C ,',,;.;, Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6668 p2 9.361 3.67 N/A Afttryvtfte �;>l ;;4 Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
6668 p2buf 0.77 0.77 N/A A1tfl fville O Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6668 p3 9.361 3.28 N/A AWk-,a414o-- r;t. c Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
PLAN TOTALS: 236.49 145.39
856652 Database Version 3.1 Date Printed 8/18/2004
PCS Page Page 4 of 5
NOTE: Symbol*means user entered data.

L'I Potent}aT=LeacfuS }.e;.< T'eehracal Gucdance e
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& 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 soils 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).
856652 Database Version 3.1 Date Printed 8/18/2004
PCS Page Page 5 of 5
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements
maximize nutrient uptake. ,and proper timing of applications to
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Nitrogen Comm. Res. Manure Liquid. Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Feld)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic.
Tract Field ID Applic. 1000
Soil Series Acres Acres Crop RYE Period N N N Method N
gal/A Tons 1000 gals tons
5241 p10 S7 Foreston 5.72 5.72 Corn,Grain 120 bu. 2/15-6/30 137 0
0 brig. 137 54.72 0.00 313.02 0.00
5241 p10 S7 Foreston 5.72 5.72 Wheat,Grain 55 bu. 9/1-4/30 115 0 g,
0 Irri 51 20.21 0.00 115.61 0.00
5241 pVISForeston 5.72 5.72 Corn,Grain 120 bu. 2/15-6130 137 00 fig• 137 54.72 0.00 313.02 5241 pForeston 5.72 5.72 Wheat,Grain 55 bu. 9/1-4/30 115 0 g.0 Irri 51 20.21 0.00 115.61 0.00
5241 poreston 2.89 2.89 Corn,Grain 120 bu. 2/15-6/30 137 0 g,
0 � 137 54.72 0.00 158.15 0.00
5241 pl2 S7 Foreston 2.89 2.89 Wheat,Grain 55 bu. 9/1-4/30 115 0 g,
0 � 51 20.21 0.00 58.41 0.00
5241 p13 S7 Foreston 2.84 2.84 Corn,Grain 120 bu. 2/15-6/30 137 0 g.
0 Iiri 137 54.72 0.00 155.42 0.00
5241 p13 S7 Foreston 2.84 2.84 Wheat,Grain 55 bu. 9/1-4/30 115 0 0
g. 51 20.21 0.00 57.40 0.00
5241 p14 S7 Foreston 3.70 3.70 Corn,Grain 120 bu. 2/15-6/30 137 0 - .-
0 Irrig. 137 54.72 0.00 202.48 0
5241 p14 S7 Foreston 3.70 3.70 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 51 20.21 0.00 74.78 0.00
5241 p15 S7 Foreston 2.62 2.62 Corn,Grain 120'bu. 2/15-6/30 137 0
0 Inig. 137 54.72 0.00 143.38 0.00
5241 p15 S7 Foreston 2.62 2.62 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 51 20.21 0.00 52.95 0.00
5241 p16 JS7F
oreston 2.62 2.62 Corn,Grain 120 bu. 2115-6/30 137 0
0 brig. 137 54.72 0.00 143.38 0.00
5241 p16 oreston 2.62 2.62 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 g.Irri 51 20.21 0,0052.95 0.00
5241 p17 orfolk 3.40 3.40 Corn,Grain 115 bu. 2/15-6/30 131 0
0 brig. 131 52.33 0.00 177.91 0.00
5241 p17 S7 Norfolk 3.40 3.40 Wheat,Grain 60 bu. 9/1-4/30 125 0 Irri g.
0 55 21.97 0.00 74.70 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004
WUT Page Page 1 of 12

Waste Utilization Table, Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1 000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p18 S7 Norfolk 4.69 4.69 Com,-Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 245.41 0.00
5241 p18 S7 Norfolk 4.69 4.69 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Inig. 55 21.97 0.00 103.04 0.00
5241 � p19 S7 Norfolk 5.081 5.08 Corn,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 265.82 0.00
5241 p19 S7 Norfolk 5.08 5.08 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 55 21.97 0.00 111.60 0.00
5241 p20 S7 Foreston 2.88 2.88 Corn,Grain 120 bu. 2/15-6/30 137 0 0 Frig. 137 54.72 0.00 157.60 0.
5241 p20 S7 Foreston 2.88 2.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Brig. 51 20.21 0.00 58.21 0.00
5241 p21 S7 Foreston 2.91 2.91 Corn,Grain 120 bu. 2/15-6/30 137 0 0 Irrig. 137 54.72 0.00 159.25 0.00
5241 p21 S7 Foreston 2.91 2.91 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. S1 20.21 0.00 58.82 0.00
5241 p22 S7 Foreston 2.91 2.91 Corn,Grain 120 bu. 2/15-6/30 137 0 0 Irrig. 137 54.72 0.00 159.25 0.00
5241 p22 57 Foreston 2.91 2.91 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 51 20.21 0.00 58.82 0.00
5241 p23 S7 Norfolk 1.84 1.84 Com,Grain 115 bu. 2/15-6/30 131 0 0 brig. 131 52.33 0.00 96.28 0.00
5241 p23 S7 Norfolk 1.84 1.84 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 551 21.97 0.001 40.42 0.00
5241 p24 S7 Norfolk 3.24 3.24 Corn,Grain 115 bu. 2/15-6130 131 0 0 brig. 131 52.33 0.00 169.54 0.00
5241 p24 S7 Norfolk 3.24 3.24 Wheat,Grain 60 bu. 1 9/1-4/30 125 0 0 brig. 55 21.97 0.00 71.18 0.00
5241 p25 S7 Norfolk 4.79 4.79 Corn,Grain 115 bu. 2/15-6/30 131 0 0 brig. 131 52.33 0.00 250.65 0,
5241 p25 ST Norfolk 4.79 4.79 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 55 21.97 0.00 105.23 0.00
5241 p26 S7 Norfolk 5.62 5.62 Com,Grain 115 bu. 2/15-6/30 131 0 0 brig. 131 52.33 0.00 294.08 0.00
5241 p26 S7 Norfolk 5.62 5.62 Wheat,Grain 60 bu. 9/1-4/30 125 0_1 0 Irrig. 55 21.97 0.00 123.47 0.00
5241 p27 S7 Norfolk 4.13 4.13 Com,Grain 115 bu. 2/15-6/30 131 0 0 brig. 131 52.33 0.00 216.11 0.00
5241 p27 S7 Norfolk 4.13 4.13 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 55 21.97 0.00 90.73 0.00
5241 p4 S7 Autryvillc 4.51 4.51 Corn,Grain 85 bu. 2/15-6/30 104 0 0 Irrig. 104 41.54 0.00 187.35 0.00
5241 p4 S7 utryville 4,51 4.51 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 46 18.28 0.00 82.44 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 2 of 12

]'ear i
Nitrogen Comm. Res. Manure Liquid Solid
PA Fert. (lbs/A) PA Liquid Solid
Nutrient Nutrient ManureA Manure Manure Manure
NutrientA pplied Applied Applied
(
Req'd Applied pplied acre Applied
Source Total Use.
(lbs/A) (1bs/A) (lbs/A) ) (acre) (Field) (Field)
Tract Field ID Soil Series Acres Acres Applic.
Crop RYE Period N Appltc• 1000
N N Method N gal/A Tons 1000 gals tons
5241 p4abuf S7 Foreston 2.10 2.10 Corn,Grain
120 bu. 2/15-6/30 137 0 0 Irrig. 137 54.72 0.00 114.92
5241 p4abuf S7 Foreston 0.00
2.10 2.10 Wheat,Grain
50 0
55 bu. 9/1-4/30 115 0 0 Irrig. 51 39. .00 82.96
5241 � p5 S7 utryville 6.65 6.65 Corn,Grain 0.00
85 bu. 2/15-6/30 104 0 0 Irrig. 104 41.54 0.00 276.25 0.00
5241 p5 S7 Autryville 6.65 6.65 Wheat,Grain
45 bu. 9/1-4/30 104 0 0 Irrig. 46 18.28 0.00 121.55 0.00
04 4154 00
5241 p6 S7 Autryville 6.29 6.29 Com,Grain
85 bu. 2/15-6/30 104 0 0 Irrig. 1 . . 0 261.30
5241 p6 S7 Autryville 6.29 6.29 Wheat,Grain 0.'
00 28 0
45 bu. 9/1-4/30 104 0 0 Irrig. 46 18. . 114.97
5241 p7 S7 Autryville 1.86 1.86 Com,Grain 0.00
85 bu. 2/15-6/30 104 0 0 Inig. 104 41.54 0.00 77.27 0.00
5241 p7 S7 Autryville 1.86 1.86 Wheat,Grain
5241 p7abuf S7 Foreston 3.50 3.50 Corn,Grain 45 bu. 9/1-4/30 104 0 0 brig. 46 18.28 0.00 34.00 0.00
5241 p7abuf 57 Foreston 3.50 3.50 Wheat,Grain
120 bu. 2/15-6/30 137 0 0 brig. 137 54.72 0.00 191.53 0.00
0021 0
55 bu. 9/1-4/30 115 0 0 Irrig. 51 20. .
5241 p8 S7 Autryville 5.42 5.42 Corn,Grain 70.74 0.00
5241 p8 S7 utryville 5.42 5.42 Wheat,Grain
85 bu. 2/15-6/30 104 0 0 Inig. 104 41.54 0.00 225.16 0.00
5241 p9 S7 Autryville 5.37 5.37 Com,Grain 45 bu. 9/1-4/30 104 0 0 brig. 4618.28 0.00 99.07 0.00
54
5241 p9 S7 Autryville 5.37 5.37 Wheat,Grain 85 bu. 2/15-6/30 104 0 0 Inig. 104 41. 0.00 223.08 0.00
00
6098 p28 S7 Autryville 19.50 4.59 Small Grain Overseed 45 bu. 9/1-4/30 104 0 0 brig. 46 18.28 0. 98.16 0.00
6098 2g 1.0 Tons 10/1-3/31 50 0 0 Irrig.
p S7 Autryville 19.50 4.59 Hybrid Bermudagrass Pasture „ S0 19.97 0.00 91,67 0 r
6.3 Ton *311-10/31 *235 0 0 brig. 235 93.87 0.00 430.86 0.00
6098 p28abuf S7 Foreston 1.90 1.90 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00
6098 p28abuf S7 Foreston 1.90 1.90 Hybrid Bermudagrass Pasture 37.95 0.00
6.0 Tons *3/1-10/31 205 0 0 brig. 205 81.89 0.00 155.58 0.00
6098 p29 S7 Autryville 19.50 4.82 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00
6098 p29 S7 Autryville 19.50 4.82 Hybrid Bermudagrass Pasture * 96.21 0.00
6098 6.3 Ton *3/1-10/31 *235 0
S7 Autryville 19.50 5.06 Small Grain Overseed 0 Img.
3p
p 1.0 Tans 10/1-3/31 235 93.87 0.00
452.45 0.00
60982 S7 Autryville v 0 Inig. 50 9.58 0.00 48.48 0.00
19.50 5.06 I-Iybrid Bermudagrass Pasture *6.3 50 0
Ton *3/1-10/31 *235 0 0 brig. 235
93.87 0.00 474.98 0.00
856652 Database Version 3.1
Date Printed: 8/18/2004
WUT Page Page 3 of 12

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Pert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop R-YE Period N N N Method N gal/A Tons 1000 gals tons
6098 p31 S7 Autryville 12.90 110 Small Grain Overseed 1.0 Tons 10l1-3/31 50 0 0 brig. 50 19.97 0.00 61.91 0.00
6098 p31 S7 Autryville 12.90 3.10 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 brig. 235 93.87 0.00 290.99 0.00
6098 , p3labuf S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 19.97 0.00 49.93 0.00
6098 p3labuf S7 Autryville 2.50 2.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 201.72 0.00
6098 p32 S7 Autryville 12.90 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 36.95 O.r
6098 p32 S7 Autryville 12.90 1.85 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 173.66 0.00
6668 pl S7 Autryville 12.00 5.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 115.17 0.00
6668 pl S7 Autryville 12.00 5.77 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 541.62 0.00
6668 pla S7 Autryville 12.001 3.78 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irig. 50 19.96 0.00 75.45 0.00
6668 pla S7 Autryville 12.00 3.78 Hybrid Bermudagrass Pasture *6.3 Ton *311-10/31 *235 0 0 Irrig. 235 93.87 0.00 354.82 0.00
6668 plbuf S7 Autryville 1.00 1.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 19.97 0.00
6668 plbuf S7 Autryville 1.00 1.00 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Img. 202 80.69 0.00 80.69 0.00
6668 p2 S7 Autryville 9.36 3.67 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 73.25 0.00
6668 p2 S7 Autryville 9.36 3.67 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Inig. 235 93.87 0.00 344.50 0.00
6668 p2buf S7 Autryville 0.77 0.77 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 15.38 0.01-1
6668 p2buf S7 Autryville 0.77 0.77 Hybrid Bermudagrass Pasture 5.5 Tons *311-10/31 202 0 0 Irrig. 202 80.69 0.00 62.13 0.00
6668 p3 S7 Autryville 9.36 3.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 65.47 0.00
6668 p3 S7 Autryville 9.36 3.28 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 1 235 93.87 0.00 307.89 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 4 of 12

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period' N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 11,965.07-
Total Produced,1000 gallons ),406.26
Balance,1000 gallons -6,558.80
Total Applied,tons TSB 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 5 of 12

Waste Utilization Table. Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure : Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p10 S7 Foreston 5.72 5.72 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 147.14 0.00
5241 p10 S7 Foreston 5.72 5.72 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 303.88 0.00
5241 ' p11 S7 Foreston 5.72 5.72 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00' 147.14 0.00
5241 p11 S7 Foreston 5.72 5.72 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 303.88 0.00
5241 p12 S7 Foreston 2.89 2.89 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 74.34 :0
5241 p12 S7 Foreston 2.89 2.89 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 153.53 0.00
5241 p13 S7 Foreston 2.84 2.84 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 73.06 0.00
5241 p13 S7 Foreston 2.84 2.84 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 150.88 0.00
5241 p14 S7 Foreston 3.70 3.70 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 95.18 .Q.00
5241 p14 S7 Foreston 3.70 3.70 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 196.57 0.00
5241 p15 S7 Foreston 2.62 2.62 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 67.40 0.00
5241 p15 S7 Foreston 2.62 2.62 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 139.19 0.00
5241 p16 S7 Foreston 2.62 2.62 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 67.40 0.00
5241 p16 S7 Foreston 2.62 2.62 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 .53.13 0.00 139.19 0.00
5241 p17 S7 Norfolk 3.40 3.40 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Inig. 70 27.96 0.00 95.07 0'
5241 p17 S7. Norfolk 3.40 3.40 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Inig. 137 54.72 0.00 186.06 0.00
5241 p18 S7 Norfolk 4.69 4.69 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 70 27.96 0.00 131.14 0.00
5241 p18 S7 Norfolk 4.69 4.69 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 256.65 0.00
5241 p19 S7 Norfolk 5.08 5.08 Wheat,Grain 60 bu. 911-4/30 125 0 0 Inig. 70 27.96 0.00 142.04 0.00
5241 p19 S7 Norfolk 5.08 5.08 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 278.00 0.00
5241 p20 S7 Foreston 2.88 2.88 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 74.09 0.00
5241 p20 S7 Foreston 2.88 2.88 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Img. 133 53.13 0,00 153.00 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 6 of 12

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid- Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p21 S7 Foreston 2.91 2.91 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 74.86 0.00
5241 p21 S7 Foreston 2.91 2.91 Soybeans,Manured,Double Crop 34 bu. 411-9/15 133 0 0 Irrig. 133 53.13 0.00 154.60 0.00
5241 , p22 S7 Foreston '2.91 2.91 Wheat,Grain J55 bu. 9/1-4/30 115 0 0 Irrig. 64 25.72 0.00 74.86 0.00
5241 p22 S7 Foreston 2.91 2.91 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Inig. 133 53.13 0.00 154.60 0.00
5241 p23 S7 Norfolk 1.84 1.84 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irrig. 70 27.96 0.00 51.45 0.P-
5241 p23 S7 Norfolk 1.84 1.84 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Inig. 137 54.72 0.00 100.69 0.00
5241 p24 S7 Norfolk 3.24 3.24 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Inig. 70 27.96 0.00 90.59 0.00
5241 p24 S7 Norfolk 3.24 3.24 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15" 137 0 0 Irrig. 137 54.72 0.001 177.30 0.00
5241 p25 S7 Norfolk 4.79 4.79 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. .701 27.96 0.00 133.93 0.00
5241 j p25 S7 Norfolk 4.79 4.79 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 brig. 137 54.72 0.00 262.13 0.00
5241 p26 S7 Norfolk 5.62 5.62 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 70 27.96 0.00 157.14 0.00
5241 p26 S7 Norfolk 5.62 5.62 Soybeans,Manured,Double Crop 35 bu. 411-9/15 137 0 0 Irrig. 137 54.72 0.00 307.55 0.00
5241 p27 S7 Norfolk 4.13 4.13 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 70 27.96 0.00 1.15.48 0.00
5241 p27 S7 Norfolk 4.13 4.13 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 1 Irrig. 137 54.72 0.00 226.01 0.00
5241 p4 S7 Autryville 4.51 4.51 Wheat;Grain 45 bu. 9/1-4/30 104 0 0 1 Irrig. 58 23.26 0.00 104.92 0 O^
5241 p4 S7 Aitryville 4.51 4.51 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 180.15 O.OU
5241 p4abuf S7 Foreston 2.10 2.10 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 64 25.72 0.00 54.02 0.00
5241 p4abuf S7 Foreston 2.10 2.10 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 111.56 0.00
5241 p5 S7 Autryville 6.65 6.65 Wheat,Grain 45 bu. 9/1-4/30 104 0 D Inig. 58 23.26 0.00 154.70 0.00
5241 p5 S7 Autryville 6.65 6.65 Soybeans,Manured,Double Crop 25 bu. 4/1-9115 100 1 0 0 Itrig. 100 39.94 0.00 265.63 0.00
5241 p6 S7 Autryville 6.29 6.29 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 58 23.26 0.00 146.33 0.00
5241 p6 S7 Autryville 6.29 6.29 Soybeans,Manured,Double Crop 25 bu. 1 4/1-9/15 100 0 0 brig. 100 39.94 0.00 251.25 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 7 of 12

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p7 S7 Autryville 1.86 1.86 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Inig. 5823.26 0.00 43.27 0.00
5241 p7 S7 Autryville 1.86 1.86 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 74.30 0.00
5241 ' p7abuf S7 Foreston 3.50 3.50 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Brig. 64 25.72 0.00 90.03 0.00
5241 p7abuf S7 Foreston 3.50 3.50 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.001 185.94 0.00
5241 p8 S7 Autryville 5.42 5.42 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 58 23.26 0.00 126.09 0.r
5241 p8 S7 Autryville 5.42 5.42 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 216.50 0.00
5241 p9 S7 Autryville 5.37 5.37 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 58 23.26 0.00 124.92 0.00
5241 p9 S7 Autryville 5.37 5.37 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 214.50 0.00
6098 p28 S7 utryville 19.50 4.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 91.67 0.00
6098 p28 S7 Autryville 19.50 4.59 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 hrig. 235 93.87 0.00 430.86 .0.00
6098 p28abuf S7 Foreston 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 37.95 0.00
6098 p28abuf S7 Foreston 1.90 1.90 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irtig. 205 81.89 0.00 155.58 0.00
6098 p29 S7 Autryville 19.50 4.82 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 " 19.96 0.00 96.21 0.00
6098 p29 S7 Autryville 19.50 4.82 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 452.45 0.00
6098 p30 S7 Autryville 19.50 5.06 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 9.58 0.00 48.48 0'r,
6098 p30 S7 Autryville 19.50 5.06 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 474.98 0.00
6098 p31 S7 Autryville 12.90 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 61.91 0.00
6098 p31 S7 Autryville 12.90 3.10 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 290.99 0.00
6098 p3labuf S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 49.93 0.00
6098 p3labuf S7 Autryville 2.50 2.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 201.72 0.00
6098 p32 S7 Autryville 12.90 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.001 36.95 0.00
6098 p32 S7 Autryville 12.90 1.85 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 1 0 0 brig. 235 93.87 0.00 173.66 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 8 of 12

Waste Utilization Table. Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6668 p1 S7 Autryville 12.00 5.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 19.96 0.00 115.17 0.00
6668 pl &7 Autryville 12.00 5.77 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 541.62 0.00
6668 ' pla S7 Autryville 12.00 3.78 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 75.45 0.00
6668 pla S7 Autryville 12.00 3.78 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 354.82 0.00
6668 plbuf S7 Autryville 1.00 1.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 Irrig. 50 19.97 0.00 19.97 0,r
6668 plbuf S7 Autryville 1.00 1.00 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 80.69 0.00
6668 p2 S7 Autryville 9.36 3.67 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 73.25 0.00
6668 p2 S7 Autryville 9.36 3.67 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 344.50 0.00
6668 p2buf S7 Autryville 0.77 0.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 15.38 0.00
6668 p2buf S7 Autryville 0.77 0.77 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 62.13 0.00
6668 p3 S7 Autryville 9.36 3.28 Small Grain Overseed 1.0 Tons 10/1-3/31 I 50 0 0 Irrig. 50 19.96 0.00 65.47 0.00
6668 p3 S7 Autryville 9.36 3.28 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 307.89 0.00
Total Applied,1000 gallons 12,459.75
Total Produced,1000 gallons 5,406.26
Balance,1000 gallons -7,053.48
Total Applied,tons
Total Produced,tons AR i 0.
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 9 of 12

Waste Utilization Table Year 3
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid w
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
Qbs/A) (lbs/A) (lbs/A)
Source Total Use. APplic• Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons-
5241 p10 S7 Foreston 5.72 5.72 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 127.95 0.00
5241 pll S7 Foreston 5.72 5.72 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 127.95 .0.00
5241 pl2 S7 Foreston 2.89 2.89 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 64.65 0.00
5241 p13 S7 Foreston 2.84 2.84 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 63.53 0.00
5241 p14 S7 Foreston 3.70 3.70 Cotton 800lbs. 3/15-7/31 71 0 15 Brig. 56 22.37 0.00 82.76 0.0^
5241 p15 S7 i Foreston 2.62 2.62 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 58.61 0.00
5241 p16 S7 Foreston 2.62 2.62 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 58.61 0.00
5241 p17 S7 Norfolk 3.40 3.40 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 85.56 0.00
5241 p18 S7 Norfolk 4.69 4.69 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 118.02 0.00
5241 p19 S7 Norfolk 5.08 5.08 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 127.84 0.00
5241 p20 S7 Foreston 2.88 2.88 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.371 0.00 64.42 0.00
5241 p21 S7 Foreston 2.91 2.91 Cotton 8001bs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 65.09 6.00
5241 p22 S7 Foreston 2.91 2.91 Cotton 800lbs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 65.09 0.00
5241 p23 S7 Norfolk 1.84 1.84 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 46.30 0.00
5241 p24 S7 Norfolk. 3.24 3.24 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 81.53 o.0n
i 5241 p25 S7 Norfolk 4.79 4.79 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig, 63 25.17 0.00 120.54 0.0u
5241 p26 S7 Norfolk 5.62 5.62 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 141.43 0.00
5241 p27 S7 Norfolk 4.13 4.13 Cotton 875 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 103.93 0.00
5241 p4 S7 Autryville 4.51 4.51 Cotton 700lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 113.49 0.00
5241 p4abuf S7 Foreston 2.10 2.10 Cotton 8001bs. 3/15-7/31 71 0 15 Irrig. 56 22.37 0.00 46.97 0.00
5241 p5 S7 Autryville 6.65 6.65 Cotton 700lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 167.35 0.00
5241 p6 S7 Autryville 6.29 6.29 Cotton 700lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 158.29 0.0011
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 10 of 12

Waste Utilization Table Year 3
Niuosch Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(1bs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5241 p7 S7 AuhWille 1.86 1.86 Cotton 700 lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 46.81 0.00
5241 p7abuf S7 Foreston 3.50 3.50 Cotton 800lbs. 3/15-7/31 71' 0 15 Irrig. 56 22.3778.29 0.00
5241 , p8 S7 Autryville 5.42 5.42 Cotton 700lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 136.39 0.00
5241 p9 S7 Autryville 5.37 5.37 Cotton 700lbs. 3/15-7/31 78 0 15 Irrig. 63 25.17 0.00 135.14 0.00
6098 p28 S7 Autryville 19.50 4.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 91.67 0�^
6098 p28 S7 Autryville 19.50 4.59 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 1 Irrig. 235 93.87 0.00 430.86 0.00
6098 p28abuf S7 Foreston 1.90 1.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50• 0 0 Irrig. 50 19.97 0.00 37.95 0.00
6098 p28abuf S7 Foreston 1.90 1.90 Hybrid Bermudagrass Pasture 6.O Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 155.58 0,00
6098 p29 S7 Autryville 19.50 4.82 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 96.21 0.00
6098 p29 S7 Autryville 19.50 4.82 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 452.45 0.00
6098 p30 S7 Autryville 19.50 5.06 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 9.58 0.00 48.48 0.00
6098 p30 S7 Autryville 19.50 5.06 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 474.98 0.00
6098 p31 S7 Autryville 12.90 110 Small Grain Overseed 1.0 Tons 10/1-3/31 50 TO 0 Irrig. 50 19.97 0.00 61.91 0.00
6098 p31 S7 Autryville 12.90 3.10 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Inig. 235 93.87 0.00 290.99 0.00
6098 p3labuf S7 Autryville 2.50 2.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 19.97 0.00 49.93 O.no
6098 p3labuf S7 Autryville 2.50 2.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 1 Irrig. 202 80.69 0.00 201.72 O.Uv
6098 p32 S7 Autryville 12.90 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 36.95 0.00
6098 p32 S7 Autryville 12.901 1.85 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Mg. 235 93.87 O.00J 173.66 0.00I
6668 pl S7 Autryville 12.00 5.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 115.17 0.00
6668 pl S7 Autryville 12.00 5.77 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 541.62 0.00
6668 pla S7 Autryville 12.00 3.78 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.96 0.00 75.45 0.00
6668 pla S7 Autryville 12.00 3.78 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 354,82 0.00
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 11 of 12

Waste Utilization Table Year 3
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6668 plbuf S7 Autryville 1.00 1.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 19.97 0.00
6668' plbuf S7. Autryville 1.00 1.00 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Inig. 202 80.69 0.00 80.69 0.00
;.6668 p2 S7 Autryville 9.36 3.67 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Inig. 50 19.96 0.00 73.25 0.00
6668 p2 S7 Autryville 9.36 3.67 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 344.50 0.00
6668 p2buf S7 Autryville 0.77 0.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 15.38 0
6668 p2buf S7 Autryville 0.77 0.77.Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Inig. 202 80.69 0.00 62.13 0.00
6668 p3 S7 Autryville 9.36 3.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0.00 65.47 0.00
6668 p3 S7 Autryville 9.36 3.28 Hybrid Bermudagrass Pasture *6.3 Ton *3/1-10/31 *235 0 0 Irrig. 235 93.87 0.00 307.89 0.00
Total Applied,1000 gallons 7,146.20 z1apsl
Total Produced,1000 gallons 5,406.26 _
Balance,1000 gallons -1,739.93•"
ONO I
Total Applied,tons '.' iNt r�c 0.06
Total Produced,tons 0.00
Balance,tons .•b.; -0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
856652 Database Version 3.1 Date Printed: 8/18/2004 WUT Page Page 12 of 12

• i
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)
5241 p10 Foreston 0.50 1.0
5241 p l l Foreston 0.50 1.0
5241 p12 Foreston 0.50 1.0
5241 p.13 Foreston 0.50 1.0
5241 p14 Foreston 0.50 1.0
5241 p 15 Foreston 0.50 1.0
5241 p16 Foreston 0.50 1.0
5241 p17 Norfolk 0.50 1.0
5241 pig Norfolk 0.50 1.0
5241 p19 Norfolk 0.50 1.0
5241 p20 Foreston 0.50 1.0
5241 p21 Foreston 0.50 1.0
5241 p22 Foreston 0.50 1.0
5241 p23 Norfolk 0.50 1.0
5241 p24 Norfolk 0.50 1.0
5241 p25 Norfolk 0.50 1.0
5241 p26 Norfolk 0.50 1.0
5241 p27 Norfolk. 0.50 1.0
5241 p4 Autryville 0.60 1.0
5241 p4abuf Foreston 0.50 1.0
5241 p5 Autryville 0.60 1.0
5241 p6 Autryville 0.60 1.0
5241 p7 Autryville 0.60 1.0
5241 p7abuf Foreston 0.50 1.0
5241 p8 Autryville 0.60 1.0
5241 p9 Autryville 0.60 1.0
6098 p28 Autryville 0.60 1.0
6098 p28abuf Foreston 0,50 1.0
6098 p29 Autryville 0.60 1.0
6098 p30 Autryville 0.60 1.0
6098 p31 Autryville 0.60 1.0
6098 p3labuf Autryville 0.60 1.0
856652 Database Version 3.1 Date Printed 8/18/2004 IAF Page Page 1 of 2
NOTE: Symbol*means user entered data.

i
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6098 p32 Autryville 0.60 1.0
6668 pl Autryville 0.60 1.0
6668 pla Autryville 0.60 1.0
6668 plbuf Autryville 0.60 1.0
6668 p2 Autryville 0.60 1.0
6668 p2buf Autryville 0.60 1.0
6668 p3 Autryville 0.60 1.0
856652 Database Version 3.1 Date Printed 8/18/2004 IAF Page Page 2 of 2
NOTE: Symbol*means user entered data.

1 1
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 1 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Com 120 bu 150 13.16 73.11 146.22 219.34
Hay 6 ton R.Y.E. 300 26.32 36.56 73.11 109.67
Soybean 40 bu 160 14.04 68.54 137.09 205.63
t
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856652 Database Version 3.1 Date Printed: 08-18-2004 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Caiiacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 10/31 180
Plan Year Month Available Storage Capacity(Days)
1 1 127
1 2 179
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 165
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 158
2 12 137
3 1 115
3 2 96
3 3 139
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856652 Database Version 3.1 Date Printed: 08-18-2004 Capacity Page Page 1 of 2

� f
Available Waste Storage Capacity _
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 10/31 _ 180
Plan Year Month Available Storage Capacity(Days)
3 4 174
3 5 180
3 6 180
3 7 180
3 8 180
3 9 180
3 10 180
3 11 158
3 12 137
*Available Storage Capacity is calculated as of the end of each month.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Capacity Page Page 2 of 2

1
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation,increase in the number of animals, method of application, receiving
crop type, or available land.
3: Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
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856652 Database Version 3.1 Date Printed: 8/18/2004 Specification Page 1

f - }
8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
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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.
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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856652 Database Version 3.1 Date Printed: 8/18/2004 Specification Page 3

i
Crop Notes
The following crop note applies to field(s):p 10,p 11,p 12,p 13,p 14,p 15,p 16,p20,p21,p22,p4abuf,
p7abuf
Corn 1: CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s):p17,p18,pl9,p23,p24,p25,p26,p27
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
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f
The following crop note applies to field(s):p4,p5,p6,p7,p8,p9
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 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s):p10,pl1,p12,p13,p14,p15,p16,p20,p21,p22,p4abuf,
p7abuf
Cotton CP,Mineral Soil, low-leachable
In the Coastal Plain, cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible.Review the NCSU Official Variety"green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Apply 1.0 lb/acre actual boron either at planting or at
sidedress; or,foliar apply 1/2 lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other
1/41b/acre about 2 weeks later.The boron needs to be available to the cotton during fruiting.Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton. Timely
management of insects,weeds, and excessive vegetative growth are essential for profitable cotton
production.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 2 of 8

The following crop note applies to field(s):p17,p18,p19,p23,p24,p25,p26,p27
Cotton CP:Mineral Soil,medium leachable
In the Coastal Plain,cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible.Review the NCSU Official Variety"green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-25 lbs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Also, apply at least 201bs/acre sulfur either at planting or
at sidedressing.Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2
lb/acre actual boron with 1/41b/acre applied at early bloom and the other 1/41b/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects,weeds, and
excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to field(s):p4,p5,p6,p7,p8,p9
Cotton CP: Mineral Soil,medium leachable
In the Coastal Plain,cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety"green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-251bs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type. Also, apply at least 20 lbs/acre sulfur either at planting or
at sidedressing.Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2
lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other 1/41b/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton.Timely management of insects,weeds, and
excessive vegetative growth are essential for profitable cotton production.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 3 of 8

• i
The following crop note applies to field(s):p28abuf
Small Grain: CP,Mineral Soil,low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s):pl,pla,plbuf,p2,p28,p29,p2buf,p3,p30,p31,p3Iabuf,
p32
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.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 4 of 8

i -
The following crop note applies to field(s):p28abuf
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows, spaced 2' to 3' in the row. Generally a
rate,of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2'rows spaced l'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s):pl,pla,plbuf,p2,p28,p29,plbuf,p3,p30,p31,p3labuf,
p32
Bermudagrass: CP,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 F to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 5 of 8

i
The following crop note applies to field(s):p10,pl 1,p12,p13,p14,015,p16,p20,p21,p22,p4abuf,
p7abuf
Wheat: Coastal Plain,Mineral Soil,low-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 301bs/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 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):p17,p18,p19,p23,p24,p25,p26,p27
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 301bs/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): p4,p5,p6,p7,p8,p9
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 301bs/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.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 6 of 8

f -
The following crop note applies to field(s):p10,pl 1,p12,p13,p14,p15,p16,p20,p21,p22,p4abuf,
p7abuf
Double-Crop Soybeans, Coastal Plain:Mineral Soil,low-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 20-301bs/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.
The following crop note applies to field(s): p 17,p 18,p 19,p23,p24,p25,p26,p27
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 lbs/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.
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. i
The following crop note applies to field(s):p4,.p5,p6,p7,p8,p9
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 20-301bs/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.
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856652 Database Version 3.1 Date Printed: 08-18-2004 Crop Note Page Page 8 of 8

Reinke
MOPE ni sHT THAN RAIN Rainman Irrigation, Inc
ELECTRO SATO R II
TM
Irrigation System Proposal 6/6/2006
PRICES EFFECTIVE: January 2, 2006
Customer Information Dealer Information
Randy Thigpen 450' Pivot Rainman Irrigation, Inc
P.O. Box 1137
Mount Olive, NC 28365
Phone: [phone]
FAX: [phone]
T
Mobile: [phone]
E-Mail [e-mail]
System Information `
System Type: Center'Pivot Model: E2660-G/57"
System GPM: :_., 450.0.GPM System Length: 446.0'
Elevation: 7.0' feet
Top of Inlet Pressure: 55.28 PSI System Acres: 14.6 Acres
End Pressure, 50:00 PSI End Gun Acres: .3.3 Acres
Hours to Apply,an Inch: 21.9 Hours Total Acres: 17.8 Acres
Span Information
Number Diameter Lend Wheel Track
7?7.0.m 139.0'
2 6" 137.0' 276.0'
3 6" 137.0" 413,0'
EB 6" 32.0' '.46.0'
System Components
Qty Description
1 Pivot Center, Galvanized
1 ELBOW-BTM-SAE FLG-8" GALV
1 RPM ADV MCP EII
1 PRESSURE SWITCH-RPM STD &ADV
3 Spans, 137 ft., 6-in. dia., Chromium-Nickel (CN+) Pipe, 57 in. Outlet Spacing
1 End Boom, 32 feet', Chromium-Nickel (CN+) Pipe
1 End Gun,Nelson SR75 "
1 End Gun Control, Automatic, 2 in. Diaphragm Valve
1 Light Assembly, End Tower, Standard
3 Tower Assembly, .Heavy Duty, Galvanized, Standard Profile
3 Tire Option, 16.9 x 2.4 New Tires, Galvanized Wheels
3 Wheel Gears, Reinke, Non-Towable
2 Center Drive, Reinke Helical; Irrigation Duty, High Speed
1 Center Drive, Reinke Helical,Irrigation Duty, Standard Speed
35 Hose Drops, Flexible with Fittings
35 Weight, Hose Drop, Nelson, 1 pound
35 Pressure Regulators; Nelson 20#
Irrigation System Proposal
Page 1
Customer Name: Randy Thigpen 450' Pivot 6/6/2006

Pumping Agreement
I, Harrel Sholar, give pumping rights for five years from date of signature below on my farm to
Randy L. Thigpen, Gretchen M. Thigpen, Will Thigpen, and Seth Thigpen who own and operate
Thigpen's Pig Pens, Inc. The farmland to be used is located adjacent to Thigpen's Pig Pens on
Lyman Road in Duplin County,North Carolina.
Harrel Sholar Date
Randy . Thigpen Date
STATE OF NORTH CAROLINA
DUPLIN COUNTY
a Notary Public for 1 r County,
North Carolina, do hereby certify that Harrel Sholar and Randy L. Thigpen personally appeared
before me this day, each acknowledging to me that he signed the foregoing instrument. (�
and and Not Seal this the O(�day of f b a , 20 I
Witness my h Notary -�--
C-��S4:z� 1�--Iocm�
Notary Public
My commission expires A O�a
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MNHINI

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Waste Management Systems
Request for Certificate of Coverage
Facility Currently Covered by an Expiring State Non-Discharge General Permit
On September 30,2009,the North Carolina State 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 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 Quality
by no later than April 3,2009.
Facilities that do not discharge animal waste to the surface waters or do not propose to have a discharge have the option to request
coverage under either an appropriate State General Permit(that will be issued with an effective date of October 1,2009 and will
expire on September 30,2014)or to.request coverage under an appropriate existing NPDES General Permit(that was issued on July 1,
2007 and which will expire on June 30,2012).
This application form is to be used regardless of the type of General Permit under which coverage is requested. Therefore please
select and circle your requested type of permit below and then complete all the information on the application form.
Please do not leave any question unanswered Please make any necessary corrections to the data below.
1. SeIect General Permit Type: ISTATE NON-DISCHARGE PERMIT or ❑ NPDES PERMIT
2. Facility Number:310034 and Certificate of Coverage Number:AWS310034
3. Facility Name:Thigpen's Pig Pens
4. Landowner's name(same as on the Waste Management Plan):Randy L Thigpen
Landowner's Mailing address:PO Box 748
City/State:Beulaville.NC Zip:28518
Telephone Number(include area code):9102983322 E-mail:
6. Facility's physical address: ID- L'
City/State:_ V 1 -P _.. - Zip: s
-52
7. County where facility is located:Duplin
8. Farm Manager's name(If different than the Landowner):
9. Farm Manager's telephone number(include area code):
10. Integrator's name(if there is not an integrator write"None"): Coharie Farms
11. Lessee's name(if there is not a lessee write"None"): r _1
12. Indicate animal operation type and number.
Swine Cattle Dry Poultry
Wean to Finish Dairy Calf Non Laying Chickens
Wean to Feeder Dairy Heifer Laying Chickens
Farrow to Finish _ Milk Cow Turkeys
t er to mist`h 32 Dry Cow Other
F` arrow to Beef Stocker Calf Pullets
Farrow to Feeder Beef Feeder Turkey Poults
Boar/Stud Beef Brood Cow
Gilts Other
Other
Wet Poultry
Horses-Horses Sheep-Sheep Non Laying Pullets
Horses-Other Sheep-Other Layers
FORM RENEWAL-STATE GENERAL 02/09

Submit two (2) copies of the most recent Waste Utilization Plan for this facility with this application. The Waste Utilization
'an must be signed by the owner and a technical specialist. If a copy of the facility's most recent Certified Animal Waste
Ana-,ement Plan CAWMP has not Previoustv been submitted to the NC Division of Water QuLhh, two (2) copies of the
4AWMP must also be submitted as part of this a lication.
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if
all required parts of this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to
civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment of not more than 5 years,or both for a similar offense.)
Printed Name of Signing Official(Landowner,or if multiple Landowners all landowners should sign. If Landowner is a corporation,
signature should be by a principal executive officer of the corporation):
Name: YJ VJ i'3 Title: J _
Ott z
Signature: _ ___ Date: ``
me: Title:
Signature: __. Date:
Name: _ Title:
Signature: _ _ . Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR—DWQ Animal Feeding,Operations Unit
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number: [phone]
Fax Number: [phone]
FORM RENEWAL-STATE GENERAL 02/09

i t
Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1 . STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1 . 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
4 . TOTAL DESIGN VOLUME BE REMOVED AS NEEDED.
Inside top: length 155 feet ; width 295 feet
Top of dike atv tion 60 . 00 feet
Freeboard 1. 0 et Side slopes 2 . 5 : 1 ( inside)
Total design goo liquid level at elevation 59 . 00 feet
Bottom of lagoon at elevation 44 . 00 feet
Seasonal high water table elevation 50 .30 feet
Total design volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 . 5 2 . 5 2 . 5 150 . 0 290 . 0 15 . 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

r`
5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295
45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0
0 Square Feet
TOTAL DA 45725
Square Feet
Design temporary storage to be
A. Volume of waste produced 180 days
Approximate daily production of manure in C
Volume = 291600 Lbs. F/LB SSLW 0. 00136
Volume = SSLW X CF l
Of waste/ b/da
71384 Cubic feet y X
B. Volume of wash 180
water
This is the amount of
volume of fresh water fresh water used for Washing
that recirculate the used for a flush system. floors or
lagoon stem. systems
g water are accounted
Volume =
0 Gallons/day X for in 5A.
Volume = 180 days storage/7. 48
0 Cubic feet gallons per CF
C. Volume of rainfall
in excess of evaporation
Use period of time when rainfall exceeds
largest amount.
evaporation by
180 days excess rainfall _
Volume = 7 . 0 inches
7 . 0 Inches X DA / 12 inches per foot
Volume = 26672 . 917 Cubic feet
D. Volume of 25
Year - 24 hour storm
Volume =
7. 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic
feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic
5B. feet
5C. 0 Cubic feet
5D. 26673 Cubic feet
28578 Cubic feet
TOTAL 126635
Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. regrd. trtmnt. Vol. plus sludge accum.= 291600 Cu. Ft.
At elev. L55- 5,'O-')Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. =•8 . 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is �0-30)
Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY: Q APPROVED BY:
DA, E: - DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULUCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-300-633-4949

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2 . 5 ACRES
USE THE SEED MIXTURE INDICATED:
150 . 0 LBS . FESCUE GRASS @ 60 LBS . PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
150. 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS . PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES : MARCH 15 TO JUNE 30
20 . 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES : APRIL 1 TO JULY 31
75 . 0 LBS. RYE GRAIN @ 30 LBS . PER ACRE (NURSERY FOR FESCUE)
100 . 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH' -30
LBS.
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS . PER ACRE)
5 . 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT .
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 58 . 30 as marked by permanent markers . Stop pump-out
when the fluid level reaches elevation 55 . 50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 98057 cubic feet or 733463 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 . 4
inches per hour.
5 . Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds , .lakes, streams, open ditches , etc. Do not pump within
300 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.
NOTES:
m AR 2 8 2019
�� Cdueli�+
M

SCS-ENG-538 j U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE'
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME i a'Y7 i s a DISTRICT u
DATE to COUNTY E0"0 +; -•
S. C.S. PHOTO SHEET NO. - WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approz scale 1"= feet)
Locale reference point�n center line of dam and Identify on sketch.
NOR,
I •
--i t
f
• ti
f
SHOW BORING NUMBER AND PROFILE
DEPTH Make and fist dam-site and solllwalt borings first-lheri- onded area and borrow pit borings-separate with uerHWl red line.
(Continued on back where nece�sarv) Show water l
SCALE legations on dam-silo borings.
"
1 3 4 5 6 T 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
`U
J�
BORINGS MADE BY l`sfi+1- SIGNATURE & TITLE A c; C S i
r

Q United States Soil P. 4. Box 277
Department of Conservation Kenansville, I\TC 28349
Agriculture Service Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME ��� (2 y\ LOCATION
- - - c < R0
TELEPHONE 9'�g- a g q — 3 C g q SIZE OF OPERATION 1 Ip 0 70 S
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER u b 0
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE I -
IS SITE WITHIN 100 YEAR FLOOD'PLAIN? YES NO ✓
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES ,i NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND ? I'ES NO t/
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED,IT IS THE RESPO( SIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORROF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERNIITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT-- VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES NO_✓_
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLANT FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION--VALID ONLY IF SOIL INVESTIGATION SHEET ATTACI-IED
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO
IS A CLAY LINER REQUIRED? YES NO__V
IF YES, IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES NO
SITE APPROVED YES_V NO CONDITIONAL
COMMENTS 4os-Le ff c,, T (c7 v\,cj)-,A) r �a ash�D oT ✓ti 1n:� 'G 11�
n-&-e }��4t,c1� r'[� 0,,w{S of (a S-� aril Cade
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
GOON Ai[tIST iE.750 FEET FRONT RESIDENCE AT TINTE OF DESIGN.
%CJT a it onserva ion •rvica
is an agency of the
Department of Agriculture SIGNATURE DATE?a-�g 3

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UODN ci 1,:,p i n,j
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DKOXGWO BY 64 1W,
OATE oil
APPROW',I) )3Y
STOIRAUL
3672 HOOS x 135 Ibs per hog I Cu Ft per 1b . 495720 C" Ft
11'.."PIPOIRAIRY 1-31*k)RA(;F ✓
49UFOO IbS Of aDiMal x 1 .35 cu. ft. of 1; a5ty pk_,r day Ft
per 1000 Ibn -if anim,'tl wt. x rlayE;
RAINFALL (-:VAF)I.-i RAT T f)i'll
'(If x
1101'-�`­_­ sq ft . Surface wea per- 121Por fil; A,*.­-4­.' CU
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TOTAL. AVA*II..AB1J---_ ,�U:.*_.4 Cu
3 057 L 7 8:3 ('.'[1 yds
,A141_!UNT CIF" f-ALL DMIE. 251000 C" Ft
PAD Zict 6t3 I b :'0 0 (-.*t t Ft
TOTAL 40M300 (7-1.t F 1;
SETTI-I 1111F.NT IOX F b
-1-CITAL APIODN'T OF F(I.1- 4-496*80 (,t i
("11 yd!i
Sc l,Ywz
.5r 7 M
(:(.Jl' 'M FIL.1 RMID-1 'YOTAL EXI CAVA r 1061 C11 F�
t t ykhi
S ql- IaAdowne.rs
v 019 w'I I Im, i-onoved as Aeadeol,

NAW Tt*f FI 1 f
-I I ;lv 1 1 1 N('.'
OF. 01-1-:TZATION p i If!:1
LKAFH3 I v
By Billv !,kl,
DATt-:* 1/8/9j
APPROVED BY Billy H. jonos
1/10/91
...... 135 lbs per ho5l I CAi Ft per lb. 491720 Co 1:1.
1;"-.Ml-'-'0RARY 113"ff,'I I A 0 1*,,-.' i
4vbf2t) Us of animal m t .10 cu. ft . of waste per flay 120460 M1 1-1.
per 1000 lbs oV a" im at.l wt. m 300 dayi
i-,,ki . ft. surface area pur 12"per fl; 63846 tot ry;
RAINFAI. I.. "I'; YR. 1 DAY 13TCANVI
7' 51, is 109450 sq. ft. of surface area per 12" per 6 0 6 (;It F 1;
fo rAl. 0TC4?ACW-.' (::t.t t,
WT20 Cu yd';
TOTAL STORAGE AVAILARLE 840120 Cu K;
205TZ Cu y0i
A[40LJNi' OF Cu. F-i;
PAT) 219003 Cu Ft
Ft
SETTLEMENT 10>1 W3368 Fat 17 1;
I'OfAl- AW.10114-1- Ol- Ffl-l- Ft
19706 Cu Wis
(.::Ll-l- FO FILIL RAT.(O sma. EXCAVATION !36�-"9,1-�' ('.'(j I-'-
20050 Cu Y&S
Z-11
rill tos, S. d, 4
S
ylbjl--e. &j// lo P. 4Uj

. . . .
P8oE 3
NAME: Ry rid y lhiSppn
(It`ERAlI0N AND MAlNTENANC[
Thi » / x800n is des i8oed for waste treatment wi4h mioimom o,|or.
control . The time required for the planned yiuiJ | cvO | to be
reachnd may vary due to so } 1 coodibions, flushing operations, and .
tho xmom/t of fresh ort"r xddn'| to the system.
' |
hand application of uxstn water is rnco8nizod as an acceptable |
method of disposa | . Trr | 3ation by using cooter pivot , Uoo, °"J;dJVf_of, |
|
travo | er io the preferred and most efficient method to Jisppsx of |
the effluent from tbc lagoon. Care shooId bn taker, whpo apP |yinj. |
onstc to prevent damage to the crops and to prevent runoff from
the fields.,
'
Th* Following item� are to he carried oot :
1 ' Begin pump-out of the lagoon when fluid level reachoy invert
of the outlet pipes or at a pre-determined P| evatioo. M. S&O
2. Stop pump-out before the lagoon depth is th;-ko 6 feet
deep or at a pre-d»termined depth. (This prevents the Qs, of
favorikb | e bacteria) r_-Iew. &S'.()
A. Tho recommended amouot to apply per irrigation is one inch,
and maximum recommended application rate is 0.5 inch per hour.
4. It is recommended that the treatment lagoon he pr»ckargpd to
1/2 its capacity to prevent excessive odors corin3 beginning
staUps of kho operation. Prechar3ing rndoces thc coocpotrntion of
the initial waste entering thp lagoon thrreby rodocioS odors.
Mid, shw/ | d b, covered with water at all times.
5. Keep vo8etatioo on hh, embankment anti areas around the JaS000
ao� ho� �diogs mo�ed,
6. Repair any eroded areaq and ostah | ish in veqetutioo.
7. The Clean Water Act of 19Y7 prohibits tho discharge of
po | | utaots into waters of thc United States, The Department of
Foviromopot : Health, and W^turA| Resources, Nast»oator
Muna0emext Section, hun the responsibility for enforcing this
law,, .
O. A| | surface water is to be diverted from the | ng000 to ao
a')oquate and sta.-, le out | ot.
CFR7{FICATION:
f hprahy certify that l understand the operation and, muiotpouwce
rcqoirempnts stated above. Furthermore, l uodprstan1 how mxny
a' rpo xr, rpqoired in order to | znd apply the w�stp and that
the | a3000 may have to hp pumped 2 or morp times a yoar. This
UesiSo has hven pxp | uino0 to me and I agrpe with all provisioo,�
stated in the dp:( go. l also certify that th,ro are no residence
othor than mine or my t"ojnts ' within 750 f,nt of this operation.
} undorst'und Mat comP | ixncv with thi � 8AE11-3) NO-1 prpv,ot
som000p yrom suing me he,xunn of nuisance or other reasons..
Siqoahu'e _
oate
---- �
, V.

Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. - 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 291600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 155 feet ; width 295 feet
Top of dike at elevation 60.00 feet
Freeboard 1. 0 feet Side slopes 2.5: 1 (inside)
Total design lagoon liquid level at elevation 59.00 feet
Bottom of lagoon at elevation 44. 00 feet
Seasonal high water table elevation 50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 150.0 290.0 15. 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection)+Area Bottom) X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
===> Design temporary storage to be 180 days,
A. Volume of waste produced
Approximate daily production of manure' in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storagef7 ,48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA J 12 inches per foot
Volume = 26672 . 917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches J 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. L5,5.-
50)Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8 . 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is �� 0 Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNS BY: APPROVED BY:
,P W
DA E: av- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASS URETHAT UNDEROROUND
UTILITIES ARE NOT DESTROYED
I.M632.4949

U. S. Department of Agriculture NC-ENG-34
-Soil- Conservation -Servi-c-e September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS y�
an County
Landowner � d.y__ _ 7Th�,';,�,,,-,, _ ^
Community or Group No. _ Conservation Plan No;
Estimated Depth of Water to top of .Dam 9, D. -Ft. -Length "of Flood Pool Ft.
Date of Field Hazard Investigation q o-
Evaluation by :-reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. —Elev. E st. evation
Kind of :Improvements: of 'Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
'Flood Plain: .Flood Plain
Ft. Ft. % Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a. sudden breach
Hazard Classification of Dam ((V, b, c) (see NEM-Part 520.21)
Dam Classification (I), II , III , IV, V)
By �� fr ,w OG7— - DateT/— ?— 17
n e title
Concurred Bye Date
�/nlme title
r NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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MEMNON no INE-91. No
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PAGE
XOD
Be"llyi I ley NC:
l'opp i nj
CT.W.0-3 TV
6
0A1T-.
APPRUIVI.-D BY
S"WRAOL
3672 Hogs x 135 lbs per hog I Cu Ft per Ih . 45'57�'O CAL Ft L/
49UFRO lbs of animal x 1 .36 c= ft of waste per day 120460 Cu
per 1000 lb i of ajjifaDj ,It,: x :1.f:o cjay ;
RAINFAI.J. 1_s.-113$3 li'.VAr,*I-lf-'.'A*'!'Ti'-'ii,\!
Yff x
ft. surface ar"a por 11"per ft z4v&& C u F t
YR. J. TRAY f-ZTORM
x 149414 sq. Q. of s"rfaco area per 12" per ft. C Ij f--
W SQ& 9 b>YJ 7-
T CITAL. !TFC)RAf-*1",.-
2`*(f.-%.'-() GU YCIS
24N0006 ZISN IFS
T13TAL. 131-1.)RACIE..' AVAILAUX :05�50?-.4; CU vt
27893 Mi Yds
'I 'L 13 4
AMOUNT C11" FTI.J. 2-15 0C.)0 C.,t k I.4
PAD 217683 :1,b -C)0 Cit Ft
TOTAL 408800 F
SETTLEMENT 10X AW880 Cu R,
TOTAL AWRJNT (117 FILL. 449680 Cu 17 b
16665 C" Ydi;
.5 4 2�,T 4--L- S-7,�Ylh Fri
ClJl' TO FIIJ RA-110 TOTAL EXC-'AVA 1-:Ffjl\l
Ole 1)as i,-VC,,O
IS I v s-firade no-f- cb mpt,41-C/.4 aft- /40 A C1 0 W),j j?.PS fle,q I/tV J-,
v4 I roneiv,d as tieeecl,
here ure. no u-fi1Jt'6.; petsent of 71-A1s C0ASf11L1GAj0M Silk-' I

dy Thlypon PACK
ADDRERS alaville, NC:
Aikll) BIZE" -U�-174
of-7 01-!'c::RWI 10 K11 i
TV
1-31Y Billy 14..
DATF 11819)
APPROWD BY Billy H. .)one!;
DA,rv: ?/10/91
'367';�: Ho.-c-l"m x 135 lbs per ho.--1 1 Cii F3 per IN 496T20 Go F-1;
WW20 Us of animal x 1 .30 cu. ft. of waste per flay
per AOOO lbs oF a" imal wt. x 300 dayc;
1'lAINF-111-1- L..(--!3'3 1..VAP0,.'ZATj0l-%t
.11110,;F,1-'30 skj . -Ft. surface area per N!"per f-;; 63846 Ot fl;
R'7 AXNFAIA.. YR. I DAY ITTAMY1
109450 sq. ft. of s"rfavv Area per 12" por ft. 68406 Cu F-I.-
FOUd. STMACK C'u "t
27120 Cu Yd,-,
TOTAL STORAGE AVAYLAYME 826138 CA 1 10 t
AQ512 Cu Yd--;
AM= Q7 F11.3. D.,:K[.-: C,t F t
TCY"FAL 4.
Cit F-1;
TWAL AMOUM CH- 101-1- (.:kl Ft
19106 Cu Yd,
C:UT M RAT.(Ci TOTAL Cu Ft
—0:350 Cl-k Y id
-dt;lj
C, S
&j// lie,

^
. . . .
'
N�M�: RYo�y ll� i3yoo
0`E���I0N AND M�INTENANCL
This lagoon is des | UoeJ for waste treatment wi %;h minimum Odor (
control . The time required for the planned Flu| d love | to be
reached may vary due to soil condi lions, flushing op:rations, and .
t1,10 xm(Sm/t of fresh water added to the system. |
|
land uppi | catim' of w:stu water is rnco3oiznd as an accaptab | e |
motho� of d Irri | on by usin8 center pivwt, -Jun, ^obd'mwpar |
travp | er i � the proferred xnd most pfficient methoW to � i �poso of |
the off | uont from tbc | ay000. Caro shon| W bn taken ohpo uprt / yinS |
nasto to prov's:mnt damage to thp crops and to prpvmnt ruo.`ff from
the fields., . .
Tbr /o | | vwio3 items are to be carried oot :
1 ' Be3io pump-out of the | x,loon when fluid level ronchos invort
of the outlet pipes or at a pro-determined elevation . fle�v, -Ss'^C'
2. Stop pump-wot hnfor, the | u3oou depth is | e'3s tham 6 feet
doep or at a pro-4»trrmioed depth. (This prevents the | oss OF
f:;-:Lvorab | e bacteria) 0oV, SigO
3. Thc recommended amount to apply per irrigation is one inch ,
and maximum recommended application rate in 0,5 io'li per hour.
4. It is recommended that the treatment | »800n be prochargpd to
1/Z its capacity to prevent excessive odors dorio0 beginning
stages of tho operation. Prechar3iog reduces the coocmntratioo of
the initial waste nntorin3 Me lagoon thpreby roUocioS odors .
Solids shw" | d be covered with water at a| | timpy.
D. Kopp vegetation on the embankment and areas around the lagoon
and, mowed,
6. Repair any eroded areas and establish in vegetation.
T. The Clean Water Act of 1977 prohibits tho Nschxrge of
pollutants into waters of the United States. Thn Department of
Foviromonnt, Health, nqd Natural Reso*rces, Na���wator
MmnaSemext Section, has the responsibility for enforcing this
Iuw. '
B. All surface water is to be diverted from the lagoon to an
a')equato and stx:i | e outlet.
<]IRT{FICATION:
l hprcby certify that I uodurstund the oppratioo -and maintenance
requirements otat,J above. Furthermore, l uoder»tani how many
ucrpn are rpqoired in order to land apply the waste and that
the | a3000 may have to he pumped Z or more timps a ynar. This
Uesi8/, ha5 boon ex|/ | u/neU to me and I agrpe with u| | provisiOW,
stated in the dp, igo. I u| nn certify thal; thuno xre no residnoco
oth./r than mine or my tpoant& within 750 fept of this operation.
} undorstund Mat comp | ixnc» with this dosign DOES NOT prpvpnt
someone y/nm suing me hecaosp of ouinivncw or othnr r»asoos,
1 ��

Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. - 0
2160 Head (finishing only) X 135 lbs. - 291600
0 Sows (.farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 291600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4 . TOTAL DESIGN VOLUME
Inside top: length 155 feet ; width 295 feet
Top of dike at elevation 60. 00 feet
Freeboard 1 . 0 feet Side slopes 2 . 5 : 1 (inside)
Total design lagoon liquid level at elevation 59 . 00 feet
Bottom of lagoon at elevation 44 . 00 feet
Seasonal high water table elevation +50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2 . 5 2 .5 2 .5 150. 0 290. 0 15. 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU, FT. = (Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure' in CF/LS SSLW 0.00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 .917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

f �
6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. regrd, trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. 55.50)Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. C8.:3:0)Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is 4 0 Feet, Which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY: APPROVED BY:
"4"'j �AiF
� J
/C• .
DA E: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
I-BOO-632.4949

y
Y '
' MlchaelF,
• North pasIey,Goyemor
Cerolma Dep"nent ofPn • William G Ross unnuientandatyuRl �retary
�andy,�
ThigF� colee„x,sun
pigpens pigpens
rU1y j Division of i4S D1�tor
Pp Box 748 2007 Quality
Beulavil"NC 285I8.D748
r
Subject.
Certificate �
')ea--Randy I, PenThia
e 's p g P ns rage NO•AWS310034
Thigpen; avast
'a accordance buplul County 11rlanagement SYste
Certificate with you
of Cove1ag� application received on
�limal�vastemanagement yO C) issued t 26 Jan_0
This pploval sh s m in,
Randy .L rhi 7, we are he and laud all consist of the ante with General authori rebY for trdin
Plan (CAW-M ) fion of oPeratian aiPe1mit 8 the operation �to You this
wMP) for the anupal waste as s °f this system AWG100000, the subject
greater than the following the
Thlgpe nrs Pi pecifiod . the mcludiug, but
Wean to P. • sMae annual a eus, locat u 1)cility,s C not limited to, the
aero to Feetle. Feederages: I uplin count ,�Witertified h al waste a�a ge went
to F' er top. . g mem
uush:0 Farrow to lnlsh:583 animal capacity of no
if this is a F 2
Where an.01v to We `mow to W ems' 0 Boar/gad:0
boars are an or F Feeder;0
maybe replaced�eccesEars',tharrow to Feeder operation Gilts:0
7710 CpC Ygilts at a rate Y may be lepla , the
CpC issued,to be effective fro of4 gilts far eve by an equivalent t also be one for
m fhe '3 sows number boar each 1 conductin this facility with date ofiss of sows. Any chthe so►vs
Conditi n nnual s an ex sue until Sof
III 19 .urveys Of
fslud Piration d eptember
Pursuant to does not al�pl 8e accumulation
ate of ruly l 2007.0, 2009 and re
this CGC Y n • all to Places the NPD
conditions a -I,.mn goons at toil °u are requ�d to BS
adequate s tationsoas are authorized and facility, the one_ continue
must be Ystem for collectln specified required to Year extension
established g and the General pen °perate the
Cal for main
tY or ' this F1 1if . ��ng the 1 mlt, the facllit ,sYstern in confo
mvdrficationulcrease mnumb Y Any iucre Ys C� unity with
wastew tO the C number of animals ase i�v ste luondtoring data and ,and the
ater flow or A au o this f
-number and this CpC andrized b Productio pe1ati An
Y this CpC n greater than theonal m formation
lease carefull of animals, must be (as provide
a package conta'a flits CpC and cent,
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r
If your Waste Utilization Plan has been developed based on site-specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T A 111(c)a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's pennit until closed to MRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties,and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit,an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days,this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office, The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit,please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures(General Permit AWG100000,Record Keeping and Reporting Package)
CC" (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office,Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310034

Swine Farm Waste Management Odor Control Checklist
Source Cause
laMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production AllVegetative or wooded buffers; „
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 1 Dry floors
Floor surfaces Wet manure-covered floors ® Slotted floors;
. � Waterers located over slotted floors; �._
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
f7 Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 9 Fan maintenance;
Dust 10 Efficient air movement
Indoor surfaces • Dust ® Waslidown between groups of animals;
M Feed additives;
0 Feeder covers;
13 Feed delivery downspout extenders to feeder
oeMers '
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling 0 Extend GII lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor tlush-with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon JM Extend recharge litres to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Agitation during sump tank C7 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

Source Cause
BMPs to Minimize Oddr Site Specific Practices
during
• Agitation wastewater a Extend discharge point of pipes underneath
End of drainpipes at glagoon liquid level
lagoon conveyance
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
• Biological mixing; ff Correct lagoon startup procedures;
• Agitation a Minimum surface area-to-volume ratio;
N Minimum agitation when.pumping;
17 Mechanical aeration;
Cl Proven biological additives
High pre sure agitation; �( Irrigate on dry days with little or no wind;
Irrigation sprinkler 1 P __.
nozzles Wind drift � Minimum recommended operating pressure;
M Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
ition; Cl Bottom or midlevel loading;
Storage tank or basin • Partial microbial decompos
surface Mixing while filling; O Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
Mixing while filling;
level;
Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets 9 Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while ❑ Soil injection of slurry/sludgeg
tion within 48 hrs.;
slurry or sludge on field drying ❑ Soil incorpora
surfaces Cl Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals
• Carcass decomposition 6K Proper disposition of carcasses --
Carcass decomposition ❑ Complete covering of carcasses in burial pits;
Dead animal disposal �_•
pits ❑ Proper location/conslruction of disposal pits �Y� •_
Incinerators
"� • Incomplete combustion ❑ Secondary stack burners

ItMPs to Minimize Odor Site Specific Practices
Source CV, —_
Standing water around • Improper dr, 19 Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Available From:
Additional Information : NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recilarge-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 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIN-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Cause BMPs to Control Insects Site Specific Practices
Source f Liquid Systems
Flush Gutters • Accumulation of solids ❑ sufficiently to remove cFlush system is desined cu operated
accumulated from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and Pits a Crusted Solids M Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
-
a in vegetation 14 Maintain vegetative control along banks of
Excessive Vegetative y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.__
Dry Systems — `^
Feed Spillage Cl Design,operate and maintain feed systems(e.g.,
Feeders bunkers and troughs)to minimize the
accumulation of decaying wastage.
CK Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter). —
n and
Feed Storage . Accumulations of feed residues Elar Reduceimmediate per meter of feed moisture accumulation istorage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

F
= BINPs to Control Insects.
Site Specific Practices
Source Cause
Animal Holding Areas Accumulations of animal wastes ❑ fenuminate ees and other o at ons whereswasteat trap moiture long
and feed wastage
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling
Accumulations of animal wastes ❑ Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)wher6 manure is loaded for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed O Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
13 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal O Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
® Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC -November 11, 1996, page 2

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

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon.Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
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 DWR regional office,phone number:
After hours,emergency number: 1-800-858-0368. Your phone call should
include: your name,facility,telephone number,the details of the incident from item 2
above,the exact location of the facility,the Iocation or direction of movement of the
spill, weather and wind conditions.The corrective measures that have been under
taken,and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
.Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office,phone number:
3) local NRCS office,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.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage,repair the system,and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016

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Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1 . STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1 . 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4 . TOTAL DESIGN VOLUME
Inside top: length 155 feet width 295 feet
Top of dike at v tion 60 . 00 feet
Freeboard 1 . 0 r et Side slopes 2 . 5 : 1 (inside)
Total design goo liquid level at elevation 59 . 00 feet
Bottom of lagoon at elevation 44 . 00 feet
Seasonal high water table elevation gO .30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 . 5 2 . 5 2 . 5 150 . 0 290 . 0 15 . 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. _ [Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
Drainage Area :
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
Design temporary storage to be 180 days .
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7 . 48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 . 917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6 . SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. L55 . 50)Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8 . 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is $m.30 Feet, which must
be lower than the elevation of top of treatment volume 55 . 50
DESIGNE BY: n� APPROVED BY :
0
D AXE: - -2- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES : SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULUCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
I-2SUU-633-4949

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2 . 5 ACRES
USE THE SEED MIXTURE INDICATED:
150. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
150 . 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
20 . 0 LBS, HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
75. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
100 . 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH' 30
LBS.
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS . PER ACRE)
5 . 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 58 . 30 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation .55 . 50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 98057 cubic feet or 733463 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 . 4
inches per hour.
5 . Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, .lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:
'IF_Cft'JVEDINCD
MAR 2 8 2019

,-SCS-ENG-538 ! U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 ; SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME i G-Y�i'l i s a DISTRICT U i rl
DATE — COUNTY -1 0S. C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz scale 1"= feet)
Locale reference point.in center line of dam and Identify on sketch.
1
1
11
i •
L ..
' I
SHOW BORING NUMBER AND PROFILE
DEPTHMake and list dam-site and spillwaU borings first-therNponded area and borrow pit borings-separate with uertical red line.
(Continued on back where necteslsarU) Show waler I leuations on dam-site borings.
SCALE
1 3 4 1 5 fi 7 1 8 9 10 1111 12 1113 1 14 21 15 16 17 18 19 20 22 23
1�J
5__
L tc I I
SL 3C Il IS(- 1 .
C iv
z~
BORINGS MADE BY SIGNATURE & TTTLE / I%.� /I�C/r C S

United States Soil P. 0. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
t
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME ` �q t LOCATION_Aee
_ _Liman oy) 190 1
TELEPHONE_9'J q- a S g g q SIZE OF OPERATION o2 1 lv b To F s � o h
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER b b
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE 1
IS SITE WITHIN 100 YEAR FLOODLPLAIN? YES NO ✓
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES ,� NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND ? 1'ES NO t/
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP,OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT -- VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OVVN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES NO_✓_
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL IN\'VESTIGATION--VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES V NO
IS A CLAY LINER REQUIRED? YES NO_�
IF YES, IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES NO
SITE APPROVED YES NO CONDITIONAL ^
COMMENTS 14as f, 0.1 6 0,.A*A aVj - sn'p `
mntj n�e-j J�o hr'-� r•tl �wfs o� laS()b;-,-� ctnA Cage fit D;ke_
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CIIANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
Th a�Q se�rvla�S s�.rvi 850 FEET FROM RESIDENCE AT TI 1E OF DESIGN.
is an agency of the
�i�,,/ Department of Agriculture SIGNATURE DATE? -'93

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NAM "Ov Thlypoil PAW J."
ADD2FRSg ' AIR& I ley N(.-.:
ANO fit-,!'f
OF,
IV
1TRU(jKOU) BY f1i I In, V1., Houston
DATt-:' 1/8"J
F.:Y Bi I ly 1.1, jrinol;
DA'rv-.- 1/10/91
'x 135 lbs per hov; 1CAtFb per lb. 495720 Gin H;
0(-ZARY
4vb(20 As of Animal x I = r Ll 1`1; :, Cif W'.I.Ste pc-r d;3.Y
per AOOO lb:., of a0mal wt . x WO day"-
-,f s aa " u f; 3 17qf . "rfcp rea pur 12p ; 684W ;
RAINFAI. I., ;-h YR. 1 DM WCAM
109450 sq . ft . of 5urfave area per 12" pur 4--'� ,,
RIM. MCKOWAK KHREDIFI) T4842? cu ','I;
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N�M�: 8�ody lhi3Vpo
0PE8�iI8N PAIL) MAINT[NANC[
Thio | xUoon ix deS; iU � for waste treatment wiI;h mioimnm o,/or
cootr^ | . Tho t {mo required for the oIunoc uid | ov'� | to bp
readhnd mny vary due t os, f | ushiog oporatioos, aod .
ih// moom/t of f/ psh o�t�r o.Nn'| to the *ystem
' ^ |
|
|
| .nnd *py1 / cat } oo of yost» wutpr is rucoSnizod xs ao ucceptab | e |
mothod of disposa | , lrri al" ) on I y usio3 conter yivot , Uuo, z*/ld+mfwr |
|
travo | er i tho preferred xnd most pfficipnt method to c! isposo of |
tho zff | u�ot from 1, ovo. C.uro shoo| d hn taknn whpo app | y| n� |
ox�tn to provm'1t da Fit a8o to the cropy and to pr~veot le-uo')ff from
tho fieIUs, '
T|/ o | | owioS ite Fit�, orp to bo cxrr } ed oot :
1 ' RoSio pump'out uf t h o { a9oon w en xid | evn | rouches invert
o� t|'e out | et pip,s or xt u pre-dptermioed e / evatioo . F-Jew, 68\0
yumy-mIt hofor, thp | aS000 dppth is | e�s thxo 6 feet
y or xt a |:-ro-do mineU C.1opth. (This preveots thp | os� of
fxvorikb | e bact»ria)
3. Tho recommended ^mount to apply per irriSzt | oo | s ooe inch,
a J mvximum recommeodeJ npp | i :xtioo rate is 0.5 ioch yer hour .
is rnco Fri if,onded thut the trpntment 1a3oon he yr»chargmd tv
1/2 ito capu ty to yrnveot exccs� jve odor11 1:1o1.- i1.1g ho8inoio8
s�xUps of tho oYerat � oo . Prechar8in9 rodoces thn coocnotrntioo of
thc initi :( wa te nntorioU tho ( agoon th,reby rodocio8 odors .
�hov | d c ve/'ed w > th wator nt ai | tim(­s.
�. Koep voUetatioo oo tho pm kmeot und xrp it.s xround tho | aUom�
ao� hui Idioqs mo�ed ,
Repair aoy eroded are�a and es tit h | | sh io vcqetutioo.
7. l'!'o C | eoo W it.tpr Act of 1917 prohihit� tho J \ i-,chnr--Io of
{/o | | utunt1" ioto wF.I.ters of thc Uoitnd States. T h o Dn|)xrtmeot of
�oviromopot , Hcx} th , nod No.It;urai Rpsovrcos , Wa�,tooator.
1%1m.1oSemeot Sec.tioo, h-a'� the rpspoosibiiity for onforcinU tkis
3. k| > surfacI� water is to he Uivr,rtoU from th,� | n800n to ix
a'1oquato xod stxh | e out | et.
(]FRT{FTCATT(DI:
l hprd,y cert | fy thnt l uod»rstand thc op»ratioo und ma otpouoce
rQ1uiremL,nt ILutxd oi:lovo . Furthn'morc , l oodnrstao1.1 how mxny
u� rp rp reqoir n ordCr to | and mpy |y tha w stp and th�t
the | a8000 may huve to hp yumyed 2 or no I- times a ynar. This
Uosiq/' ha� i`"eo ex|/ | uine0 t i t h I provis } o^�
utzte') � o t|/e deri80. l z | ��o certify tha� thur, are no residcocc
uth'�.' tha'� mino or my tn ts ' oiti� in 7o0 f°�t of this oycratioo.
} undorstul4 1;hxt f�-omy xncv with thi1% 1-1psigo D0E5 N0T prpveot
s nus�nc thnr rp�soos'�m� op nm oi e ,

Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Saws (farrow to feeder) X 522 lbs. - 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 155 feet ; width 295 feet
Top of dike at elevation 60. 00 feet
Freeboard 1.0 feet Side slopes 2. 5 : 1 (inside)
Total design lagoon liquid level at elevation 59.00 feet
Bottom of lagoon at elevation 44. 00 feet
Seasonal high water table elevation 50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2. 5 2.5 2.5 150.0 290.0 15.00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure' in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7 .48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 .917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. regrd. trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. (55."5'0.')Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8 .30 Ft; Voles 403211 Cubic feet (start pumping)
Seasonal high water table elevation is Oi,s0 Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY; APPROVED BY:
DA E; DATE: IF-f''�t 3
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: _ SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-800-632.4949

U. S. SDepartment of Agriculture NC-ENG-34
-Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner hand 7"h,'A County _ 0,4 L« r
Community or Group No. Conservation Plan No. -
Estimated Depth 'of Water to Top of -Dam 9. 0. Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation o
Evaluation by Teach of flood plain downstream to the point of estimated minor effect
from sudden dam -failure.
. Est. E ev. :Est... Elevation
Kind of :Improvements: ' pf Breach
Reach: Length: Width: Slope: Land Use . Improvements Above :Floodwater Above
'Flood Plain: -Flood Plain
Ft. Ft. Ft. Ft.
1
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach j rr
Hazard Classification of Dam (9, b, c) (see .NEM-Part 520.21)
Dam Classification (I), II , III , IV, V)
By 13 /_�A4 Oc r- Date
—�(n a) (title
Concurred By �J�P
Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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Raw 1'1-1 1 q,p o 4-1 P A G 4
"`wullavi i ley Nf,'.'.'
1-:'P i n,:j
I v
WniGhho) By 164
0 t -1" l- 8,- oil
BY 4-4 fi '1�-
W11,11:7. a_ p-w - 9
1:11144ANJ�-Nf STORA(-if-
0670 Hoqs 1: 135 Ibn per hog I Cu Ft por 1h . Ft.
Tl.'-.lYlF'01'-WRY STURAC;F"
49=0 lbs of animal x 1 .35 c". ft., of wante per day 120460 Cu Ri;
RAINFAIJ. LF.--.,1-3f3 [':.VAr,*"-Jl-'A'-('T"-'Ii*\I lrc/o
e'IF X 5q ft . surface aroa por U"pov P-1; Cu U.'i,
RAI rill AI.I.- Yl'.,,. J. DAY STCIRiIrl
+494?4 sq. of 5urface area per W" per ft. Wots- Cu Ft
751(74 8 Y 11 P-
TOTAL GTORAGE NAAW Wwlev Co Ft
21560 CU Ydr--.
6 16
TOTAL A1/AJ:l..ABLf--.--. -4 CU A;
3asew 11838 C" YW;
?-,?,, 'L d 4
1"NoUl"I'l, OF Df[e*T--'. 252000 (At F-1;
PAD ZR623 :1.ti 0 C'i t Ft
SETTLEMENT 10,'j.' Cu F
-----------
TOTAL AMOUNT W 17 11.1. 449680 Cu Ft
zr7y14
j I -
(311' it-j FIIJ RA-11(.) TOTAL EXCAVP,1JOhl a (:It f-- �.-
- 1,�-3'5 Cit Ykk;
6.5;'-we,0
--*- ,SJvd5e, sforaoe no-t coryv-+ed,4 ql-- leAdowners req,eii--
Is V-1 bt- Pe4ndVe-d CIS h(lede'01,
rherl to u-fil4jes pie-se,it o4 -tAls C0A1+P-1 j(>M shell

v
av i I Ie
(.4' OPETZATUM (a 1-j Is 1::i
LVAR,*3 I v
13Y W I ly 1,t1.,
DAY%' 1/8/91
APPROWD BY Billy H. Junoi3
TKY2 140519 x 135 1 hs per hoyl I CAt Ft ppr lh. 495TY0 Go Ft
4VH(20 As of animal x 1 .90 cu. ft. of waste per day 120160 MI IA
per 1000 Ibs oP animal wt . m 100 day,,
10'..M."JU sti . ft. surface area pur 12"1er f 63846 C" F-i;
YFW 1 DAY GTORM
X q f o e e pe ,, - ,45 t su r 10u
MI-Al, SYMAMP NFFDFD ?4843? Cu 1 It;
?TT20 Cu Yd,,
TOTAL STORAGE AVAIKAHLF EVA5428 Cu 171;
2Q572 Cu YN;
AVIOUNIt' f-W.' F7
PAD 219003 QI F I;
482601 M F-;,
F i;
I&FAL AiNA-INT OF Wick Cu FI;
19706 C" Yds
l"Cl 117'(1j., RAT.0,:1 I-CITAL (:u F
YA
Z-A 11 j0,WYPv 1,( 'LL-jure 4-f e,4.rvFr Y414)k tIN lay leyao, 0-4 iy�
wtkjof S. d,
"J// lie, IlPhiou,-cl od

`
. . .
.
NAMIV: Ri;Lody lhi3pwn
N'E��lI8N AN M�lNTENANC[
This | xU000 i �; desiUoi�il Nor waste truatment wik�h mio1mxm
cootroi . Tho tim roquircd for the o | um-1cd P | uid Iove ! to be
rcvchnd mly vary due to �oiI coodi ions, f | ushiog I)poratioos, xod .
� h'� xmom/t of f/'p�h wnt�r v.|dn'| to the sy�tom '
' ^ {
|
� anJ upy | i1:atioo of wxst» wuter is rccvSoizod a a ucceptab | m |
method of di osa | , Irr atioo hy usio1 conter yivot , Uuo, mi- mr |
|
trave | er ho proferred il.nd moot pfficient method to d isposo of
|
the �ff | uoot from Hh� 17.""000 . Caro shoo| d ho takno whpn upp | y� nS |
on�to to prov`ot damage to thp crops and to prpvmrit ruo.`ff from
tho fie | Us,
Tbn 0 item� arc to 1:10 cnrried o"t :
1 . Re3in pumy'oot of tho | k8o,n wheo fiuid ( evp | rexche invnrt
of thc out > et pipos or xt a pre-determined
Z. Gtoy yump-oot h�for, thp | a8000 depth is | e ; f*ot
doey or xt a Thi s preveots the ioss of
fxvor i,b | e bactoria)
3 Tho recommpnded oouuot to apy |y per irri3ution | s one inch ,
aoJ maximum recommendeJ n|/p | icatioo rato i 0,5 ioch por hour.
4. It is rocommonded thxt tho trpatment | �-kHnon he t"
1/2 its capacity to yroveot pxces: ivo odors 1,11-tring bc8inniog
st�U�s of tho o�or�tioo . Prechargin8 rodoces thr coocootrntion of
tho init ) :| waf,te nntcrioU tho | agoon i'hvrpby rodociog odors.
�hou | d h, cvvpred w > th wator ut ai | timps.
�. Kopp ve9etatioo oo 1:ho and xrea.s xround tho | a3000
a// u wed,
�. Ropair aoy erodcd area* and estah | ish io vcqeti ioo .
C! eno Wji.ter Act of 1Y7/ proh | hi tho '] i hnr e of
po / | u�unt� ioto wa7,.ters of the Uaitpd St es. Tk.1 0n pa.rtmeot of
Foviromonut , Hex� th , �od N«turk I Resovrcos , Nast»oator
Mm�oSeme:t Sectioo , h the respoosibi | ity for enforcinU this
iao.
3. A | > surface wztpr is to he divc.rted from the | ng000 to uo
a'1oquate xod stxh } e out1et.
<]]RT{FlCATION:
l hprchy certify thzt I uodorstund the oppratioo aod maiotpnauce
rc1oirempot at,d obovv. Furthenonrc , l ondpr�-tand how mvoy
a, rp urp rpqoir�� jo order to | anU apy |y the wA.stp an1:1, that
th, | �3000 may have to bp yumyed 2 or morp timps a ynur. This
UosiS/' hx� i«.eo px|, | uineU to me aod I agrpe oith x| | provisioo�
statp'| i /'l t|/e ( 3o tify thnt. thcr re oo residnoco
oth'x' thu,f ' oithio T50 fp»t of this oyprat /on.
} uodorstui d �hxt �omp | im�cv wiUh thi � d,sigo D0ES N0l prpvw�t
s'�m�'oxe y,om �uin3 me ho�u^,n of oui ��ocw or othnr r»�soos ,
U

s
1 I
operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. - 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 291600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 291600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 155 feet ; width 295 feet
Top of dike at elevation 60. 00 feet
Freeboard 1.0 feet Side slopes 2. 5: 1 (inside)
Total design lagoon liquid level at elevation 59.00 feet
Bottom of lagoon at elevation 44. 00 feet
Seasonal high water table elevation 50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2.5 2.5 2.5 150.0 290.0 15. 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Tap)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
43500 113625 16125 3
VOL, OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
==> Design temporary storage to be 180 days,
A. Volume of waste produced
Approximate daily production of manure' in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 .917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

{
6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. reqrd. trtmnt, vol. plus sludge accum.= 291600 Cu. Ft.
At elev. (55-.'5'0)' Ft1' Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr--24hr storm = 404547 Cu. Ft.
At elev. . . 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is EVIS o Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY: APPROVED BY:
DA E: DATE: �?-S'' 3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: _ SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCOTO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
f-SW632-4949

��F' A rF�Q Michael F.Easley,Governor
�O G William G.Ross Jr.,Secretary
C/} r North Carolina Department of Environment and Natural Resources
Coleen H.Sullins,Director
Division of water Quality
July 1,2007
Randy L Thigpen
Thigpen's Pig Pens
PO Box 748
BeuIaville,NC 28518-0748
Subject: Certificate of Coverage No.AWS310034
Thigpen's Pig Pens
Animal Waste Management System
Duplin County
Dear Randy L Thigpen:
In accordance with your application received on 26-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Randy L Thigpen, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including,but not limited to,the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Flan (CAWMP) for the Thigpen's Pig Pens, located in_Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5832 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts:0
Farrow to Finish:0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation,there may also be one boar for each 15 sows. _
Where boars are unneccessary,they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30,2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility, the one-year extension
in Condition IH.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please uav
careful attention to the record keeping and monitor conditions in this permit.
Nc°'�thCarolina
��nlrrirr!!U
Aquifer Protection Section 1636 Mail Service Center Raleigh,NC 27699-1636 Telephone: [phone]
lntemet:www.n ualiW.ora Location: 2728 Capital Boulevard Raleigh,NC 27604 Fax 1: [phone]
Fax 2: (919)715-WS
An Equal opportuntlylAfMnative AcUm Employer-50%RecydWi0%Post Consumer Paper Customer Service: [phone].

If your Waste Utilization Plan has been developed based on site-specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local; state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T.0111(c)a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties,and injunctive relief.
If you wish to continue the activity perrnitted under.the General Permit after the expiration date of the
General Permit,an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days,this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office, The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit;please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures(General Permit AWG100000,Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office,Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310034

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Source Cause
Farmstead • Swine production JSI Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals ® Dry floors
Floor surfaces • Wet manure-covered floors Slotted floors;
. � Waterers located over slotted floors; �._
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush,pit recharge,
Partial microbial decomposition or scrape;
O Underfloor ventilation
0 Fan maintenance;
Ventilation exhaust fans • Volatile gases;
(gl Efficient air movement
Dust
Indoor surfaces • Dust JR Waslidown between groups of animals;
M Feed additives;
0 Feeder covers;
13 Feed delivery downspout extenders to feeder
oe+Mers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines 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 of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump lank covers r
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction-boxcs conveyance

Source Cause
13MPs to Minimize Odor Site Specific practices
• A itation during wastewater a Extend discharge point of pipes underneath
End of drainpipes at conveyance ance lagoon liquid level
lagoon y
Volatile gas emissions; 0 Proper lagoon liquid capacity;
Lagoon surfaces Procedures;
Biological mixing; 0.3! Correct lagoon startup p
• Agitation g, Minimum surface area-to-volume ratio;
Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Hi pressure agitation; i Irrigate on dry days with little or no wind;
Irrigation sprinkler ' High P
nozzles • Wind drift � Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon ---
Storage tank or basin • Partial microbial decomposition; Cl Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; ICVCI;
Agitation when emptying C1 Remove settled solids regularly
Manure,slurry or sludge Agitation itation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
•�Volatile gas emissions while ❑ Soil injection of slurry/sludges
Uncovered manure,
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers,for rapid drying;
Cl Proven biological additives or oxidants
Dead animals
• Carcass decomposition 6R Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
incinerators 0 Incomplete combustion ❑ Secondary stack burners

ca:V BMPs to Minimize Odor Site Specific Practices
Source
Standing water around • Improper dr IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter -
Manure tracked onto Poorly maintained access roads i� Farm access road maintenance
public roads from farm
access
Available From:
Additional Information : NCSU,County Extension Center
Swine Manure Management; 0200 Rule/IiMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage,.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program ; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal operations
Source Cause
S1ViPs to Control Insects Site Specific Practices
. Liquid Systems
ed
Flush Gutters Accumulation of solids sufficiently to remove accumulated Flush system is designed and tsolids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids X Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface. T
Excessive Vegetative • Decaying vegetation Rr Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems --
- — — . Feed Spillage 0 Design,operate and maintain feed systems(e.g.,
Feeders bunkers and troughs)to minimize the
accumulation of decaying wastage.
a Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

a
BINPs to Control Insects• Site Specific Practices
Source Cause -
Animal Holding Areas • Accumulations of animal was O Eliminate low areas that trap moisture along
and feed wastage fences 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.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded.for land
application or disposal.
Q Provide for adequate drainage around manure
stockpiles.
O inspect for and remove or break up accumulated
wastes in Gltcr strips around stockpiles and
manure handling areas as needed. -�
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

t
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal D Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
CI Provide for adequate drainage around manure
stockpiles
f 11f,1wt [911 rllr

a
Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1 . STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/ lb. SSLW
Treatment Volume CF/lb. SSLW= 1 . 0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4 . TOTAL DESIGN VOLUME
Inside top: length 155 feet width 295 feet
Top of dike at v tion 60. 00 feet
Freeboard 1 . 0 et Side slopes 2 . 5 : 1 (inside)
Total design goo liquid level at elevation 59 . 00 feet
Bottom of lagoon at elevation 44 . 00 feet
Seasonal high water table elevation 50 .30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 . 5 2 . 5 2 . 5 2 . 5 150 . 0 290 . 0 15 . 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
___> Design temporary storage to be 180 days .
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 291600 Lbs. SSLW X .CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7 . 48
Volume = 0 Cubic feet gallons per CF
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 . 917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. reqrd. trtmnt. vol . plus sludge accum. = 291600 Cu. Ft.
At elev. L55. 50.)Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8 . 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is D-3: 0 Feet, which must
be lower than the elevation of top of treatment volume 55 . 50
DESIGNE7 BY: APPROVED BY :
DA, E: -Zy DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY _
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-;SOU-632-49d9

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2 . 5 ACRES
USE THE SEED MIXTURE INDICATED:
150 . 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
150 . 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS . PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
20 . 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES : APRIL 1 TO JULY 31
75 . 0 LBS. RYE GRAIN @ 30 LBS . PER ACRE (NURSERY FOR FESCUE)
100 . 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH' •30
LBS.
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS . PER ACRE)
5 . 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING .
1 . PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 58 . 30 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 55. 50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 98057 cubic feet or 733463 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 . 4
inches per hour.
5 . Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, ,lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:
�ECE9VEDIN1C13
MAR 2 8 Z019

"SCS-EN G-538
% - i` U.S.DEPARTMENT OF AGRICULTURE
Rev. 5-70 ( \ SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME 4'Y�`, �� i c 0 DISTRICT V a rl••
DATE — �` '� `_ COUNTY
S. C.S. PHOTO SHEET NO, WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL' ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1tt= feet)
Locate reference point:7n center line of dam and Identify on sketch,
r
r
�f
I
t
n
r
f
SHOWwyl
BORING NUMBER AND PROFILE
dam-site and spillway borings first-th
DEPTH eraaponded area and borrow pit borings.Separa to with ocrti�l red line.
where necessary) Show watery /e—elevations on dam-site borings.
SCALE "
5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 22 23
G
777
Ste .-
BORINGS MADE BY 2- 1 -w .L SIGNATURE & TITLE. i,"— C s r
r

p®`E
United States Soil P. 0. Box 277
Department of Conservation Kenansville, NC 28349
-� Agriculture Service Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME t 2 LOCATION_A4+t�A
_L!t_r^^a wN d h _S.R. 1 $ 0
Oh L C:
TELEPHONE qLT- a q — 3q gq SIZE OF OPERATION__a 11. ToAps c � o to
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER O b 0
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD'PLAIN? YES NO ✓
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE"PERENNIAL STREAM? YES ,i NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes, landowner should consult with local zoning board about required permits
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND ? YES NO t/
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP-OF ENGINEERS AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES NO_✓_
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INWESTIGATION--VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES V/ NO
IS A CLAY LINER REQUIRED? YES NOS_
IF YES, IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES NO
SITE APPROVED YES _ NO CONDITIONAL
COMMENTS s ItHe, Eipi, Q'g,'noA lanlhjw .
ne-C bee rl o�wfs o� �a�gQ arrl Ca,'e t &ke
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CIiANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
rt e oi�Q sTe vis�oo sB.Nica 0 FEET FROM RESIDENCE AT TI SE OF DESIGN.
is an agency of the ✓�3
`i�� Department of Agriculture SIGNATURE DATE

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r ;Temp�Siorayc 58.0
i vn...jl fo0f .to+�k on boffvin 4v �wile+ PI"pL 58.0 I
s�,�es? All!areas !�e')ow;T.en Sf:ar4ge.�; if errn Storo e SS.o
140t51 Areas of vnsurlub7e - 'bo,0-.63.!f__-I ------
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M NUNN M so Hong ammus nil I annul
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in

Pan. Th i qpon I A(14
av i I I a
v
MAMM170 BY
OATE C1
3672 Hoqs x I s p I?r in tj [7 J; p
49UTZO lbs of animal x 1 .35 cu. ft. of 41a5tv per day 120460 Cu Ft. ✓
per 1000 of aniffial wt . day�;
RAINFAIA. 1J.-,1-313 (--VAP1.-jl*QATT."-'M -C-5 rc/o
5q� ft . surface a r p a per 12"per ft 40*60 Cu K,
RAINFALL Yl'-;. J. DAY STORM C&qoC
+49594 5q. ft. of 5urfaco area per 11" per Vt. Wtil- cu Ft
lWyArb 0 Z,8 SO w
TOTAL KTORAQU NkkOFD 401*41 Cu H;
01-1 Yck-r-
,AwWcadi 514QU
TOTAL GTORA&F AVAILARLE.- -.0 Cu A
27832 Cu Ycls
252000 Cu V M-40UNT 01--- 1;-.*,[:1...[, D:Gr*.I.-'�
PAI) M1623 I b 0 (-,,i t F17
-----------
is
TOTAL 408900 Mi F 1;
SETTLEM ICE Y 10.%' -jj(. f7
-----------
AM1jt1l*\1'1' IDF FUJ- u f'"t;
I L Yd
S-7
CU]" 'ff) PAID-' MTAL EXCAI/Al-101\1 I- ,
1 -2-:4 C11 YkIll
v d5e, s'firaoe n et- c-or,1)v4,0,dj4 q� 10Ad0Wkje.J1S tlepf.V)'.
.1. V4 I be, Pw6ved as Aeadsolp
rhere, cite• iio u-fi1Jt'es pi,,e,sen+ of 7% CoAsfp C4;om yj�•e,,

1\1A M::
A I ov i I I v
(4-- i
CUUM TV
WHOM) BY 131 1 In' W. 11011stoll
DATF
APPROVED BY Bi I ly 11. Jonn;
1/10/91
135 lbs per ho...-I 1 (01 Ft per I h. 49072to (30
-.1,111" ARY 13'1'01�':AGI�,-:
4%(20 16 s o f a n i ma I m I o ? p iny '"C t-r r .
per 1000 lbs oP a" imal wt . x 100 days
-fft. surface area pur lif"per f,;; 63846 Ot Fi;
',h M. 1 DAY UT CAM
109450 sq . ft. of surrave area per 12" pvi-- fl... &MC16 G 10
27T20 CU yd'i
T(JI'Al- .51'ORAGE AVAIKARLE 810428 G" F t;
205?2 CU V d-.-i
i:-'.HJ.. D.11:1,111: '.''64600 (--.-t F--1;
PAT) 219003 Cu Ft
T IJ i-Al CIL f
Yi.)FAI- Aivl0[.N\H- (IF i:.-M-1- tJ "f 1,0 j.t t 1'-'I;
19106 C" Yds
ro F.Y.1.1, C,I I F
20950 CU 011;
oav(Ire
�Cejj Jr-k-%rCy ra-
Q, ru-je".63h, S. Cara
&)// lie /,Ph,tjuv-,cl 0j nmv,J,�f),

. .
P E 3
N�ME: 8Yody l/� i3ppo
0P[[V\lI0N AND M�INTENANC[
Thix Iu9oon is desiUoeJ for waste truatment w i 4 h mioimum o,|or
contro | . Tho timo reouircd for the pI anocd P | uid | ov'� | to bc
roachnd may vary Uue to �io ) I coodi t: | ons, f | ushio9 oporatioos , xod .
+h'/ xmom/t of f/�psh wnt�r nJdn� to the yy�tpm
^ |
' |
|
I 'nnd upy | icatioo oy w:yte water is roco3oized xs an uccpptab | e |
mothod of dj sposa | , Irr | ".1atioo hy usiI'll conter pivot , 8uo, 'T*/d*nP *r |
|
travo | crthe preferred xnd moot rffi � ient mcthod to �� i �poso of
|
tho f ! uoot from th, | x�000 . Corc shoo| d hn takco whno app | y n3 |
on�tc to prov,ot daom90 to thp crops 'koU to prpvm-1t ff from
tho { ie | Us , '
Tho [o | / ow !3 it ho cnrr ed oot :
� . Re3io pumy'oot of thn | aU000 wheo fixid < evn | rexches invert
out > et pipcs or xt a pre'determioed e / evation .
Z. "-'top yump-oot n o ,hfr thp | x8000 depth is | e�s thxo 6 fept
doey or xt a pr�-d»t�rm� neU dopth. (lhis provent os� of
fxvorekb | e b a c t»ri *) f5/n*, SiS,,O
3. Tho ref.ommpnded 1.10oun1; to zy1'., |y per irrigat | on | s one inch,
aod muximuFit roco trim eodeJ nyp | i «ation rate i1; 0 inch pnr hour .
1. d rm tent | onn he |`rochsrgmd to
1/2 its capac1ty to yrovpot excp ve odor!: doriog ho8innio8
st�8psoPeratioo . Pra1-1ar3io8 rodoces thn cooceotrixtioo of
thn ioiti : ( wa�te ontnrio3 Chp | a9oon thprpby rodocio8 odoro.
h, c vpred y wator at ai | timps .
51. Koep vo9etutioo on Hhe und areas xroond 1--he IaU000
ao01 hui � d � og�
�. Rop� ir any erodod and estah > | sh io vcSetxti con
.
7. l'!-le C | earl Wntpr Act of 1Y77 yrobihi th, 1.1ischar-:1e of
po1 | utunt�-, into tprs of thc Uoitpd Ot7(tes . Tho Dnpnrtmeot of
Foviro III pot , Hou| th , a ura esovrces, Na�tooator
Mm-1aS*-meot Sertioo , ha the respon� ibi | ity for mnforcinU thin
/ aw.
O. /\| � surface w�tpr is to �e Jiverted from tho | x�oon to ao
a')oquate xod st out | et .
(]ART{FICATION:
l hprc|�y certify that I uoderstund the oporatioo uod maiotpnuoce
requirempnt� stat.,d obovo. Furthenoorc, l oodpr tan0 how mxoy
aCrp�, xrp rpqoir!�d io ordpr to | anU zpy |y the wAste a1-11:/ that
the | a3000 may have to he yumypd 2 or morp III s a ycar . This
Uosi3// I x Ined o mo nd l agr w provisioo�
s1;ateJ i /'l t|/e dpc. ( ify t h a 1 th:r, xre oo re oocc
oth' thao mioo or my tm`�nt� ' oithio T5O fp�t of thi � wyoration.
} undorstu1 d 1;1-1x ompiimicv with thi1% ign D0E13 NOl� prpvpot
s')m ooP ,nm 1,oin3 me s;1nco or othnr r»vsons,

Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2160 Head (finishing only) X 135 lbs. = 291600
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 291600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 291600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4 . TOTAL DESIGN VOLUME
Inside top: length 155 feet width 295 feet
Top of dike at elevation 60. 00 feet
Freeboard 1. 0 feet Side slopes 2 .5: 1 (inside)
Total design lagoon liquid level at elevation 59. 00 feet
Bottom of lagoon at elevation 44.00 feet
Seasonal high water table elevation 50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2. 5 2.5 2.5 150.0 290.0 15. 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
Design temporary storage to be 180 days,
A. Volume of waste produced
Approximate daily production of manure- in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7 .48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 .917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail..= 433125 Cubic feet
Min. regrd, trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. C55'.-50,)Ft; Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8. 30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is �.-0 Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY: APPROVED BY:
DA E: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDEROROUND
UTILITIES ARE NOT DESTROYED
1.800-632-490

U. S. jDepartment of Agriculture NC-ENG-34
-Soil- Conservation Servi-ce - September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top Of .Dam' 9. a. Ft. -Length of Flood Pool Ft.
Date of Field Hazard Investigation_ l /S1q D
Evaluation by :=reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev. :Est... Elevation
. Kind of :Improvements: f Breach
Reach: Length: Width: Slope: Land Use : Improvements . Above :Floodwater Above
'Flood Plain: -Flood Plain
Ft. - Ft. Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam (@; b, c)- (see .NEM-Part 520.21)
Dam Classification III, IV, V)
By 13, ,/yV OG1" Date
(n e) (title
Concurred By Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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T v
)ASTAW) Py 6
BY
3612 Hoqs x 135 W per hog 3 Cu Ft per, I b . dog!57100 (Dit 17t L//
'11-3ilPO1'tARY i-;-1
49UFVO lbs of animal m 1 .35 cu. ft.• of wa5tu per day 120460 Cu
per 1000 11.,in of itnimal wt,; x I.F--:0 day ;
14,14-4*�"- ' sq� ft . surface ar"a por 12"per fl; MOM& Cu K-,
RAINFALL 25 YR. I DAY STORM
nq� CO. of surface 4roa per 12" per ft. '6�s' r C u F A;
do VA`b
"f(.1TAL.
Tl)t-AL. 13TORMIF.: AVA.U.AEl-1-----. °. .�' .44- Uil 1 1,
27832 C" y d
IJ
PAI) ZIC1623 !�-t r'. 0 C)
T13T A L. 40E-.*-'00 F 1;
SETTLEMENT 10,%'. 0 Cu F
I-11-1-M.- 0110.1t,11- Ijl:' 4.'1")6 0 Ctj 1"It:
1,4_',6,5."; lilt Ydi
s-76Y-W)
f T-1
CU I' Tl.-t F 11.1 PA-1 I TOTAL EX(..A"/A 1-:1:01\1 Cit Fi--
2.4Yd1--
S f v dae, s,-Tirade no-f- qj- 14AdJ)W),je.P-S t1eqi1eJ)'.
S{Jdy-e- w;1 1 be removed as heedeol,

Alavi lie, N(:
A" 0 f..' df
071 1 v
YMNIGNOM 131 1 111
DAW 1/8/911
/WPROVFD BY Billy H. doneli
DAW 1/10/9:1.
125 lbs por horl 1 CW Ft per IN 495720 Co Ft
1;-1,4PORARY
4vb(20 Us of animal x u- ivtz, of w-as-4;e per day 120160 My 17;
!.-Ior 1000 olP aflilfl:--.l Ivt.. x. 7"3,0
RAINFAI-I..
.(-It )", �7.kj . ft. surface area per W"per f,;; 63846 cu rn
'74A.'(l\1F'Al. L YFN 1 DAY WC3101
X 109450 sq. ft. of wrfac* area per 12" poi, N;� Cu
YOFAL SHMAGA: NFEDFD 148422 W 11;
27720 CU Yd';
TOTAL STORAGE AVAILARLI-.. '.3*'.t-j";"-M {.al I F--1;
2Q5T2 CU V d
AMOUNF 10 FIM ".�v&'1600 t t F t
PAT) 219000 (01 F i,
!'OfAl- 1li%101.11\11- OF 1::11-1- 1,-,-1;
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Z-K Of es4c-eff, (')A lh kso bi-,
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^
. . . .
P8oE 3
N�ME: 8�ody lh � 3pn� '
0'O��lI0N �ND M�INTENANC[
Thi » lagoon is des igood for waste treatment wiMh mioUlm o,|or
control . The time required for the p | um'cd Fluid | ovp | to be
roadhod may vary due to 5oil conditions, f | ushiog operatjoos ,
i�h'� amount of fre��, water vJdo'| to the system.
'
' ^ |
|
lmnd application of o:sto water is rcco8nized as ao uccpptab ( e |
mothod of disVosa | . Irrigation by using center pivot ,
|
traveler in the preferred and most pfficipnt method to Jisposx of
|
the effluent from the | xN000 . Caro should hn taknn whpn apy | ylnS /
oxxto to proveot damage to the crops and to pr~veot runoff from
tho fields ,
Tho following items are to |me carried out ,
1 . Begin pump-out of the lagoon when fluid ievr | rexchos invert
of the out Iet pipns or at a pro-determiocd p / evation . 2jev, .58',0
2. Stop pump-out hnfor, the | xSoo: depth is | e,is than 6 feet
doep or at a pro-d»t,rmineU depth. (This prevents the loss of
fxvor^b | e bactoriu) /�/�*, �i��
3 Th, recommended ^mouot to apply per irrigation | s ont? inch ,
and maximum recommended application rate in 0,5 inch por hour.
4. It is recommended that the trcntmont | v800n he prochargpd to
1/2 its capacity to prevent excessive odors M- iog hug } nnio9
sta3ps of the operation . Pre:harg1n8 reduces thc coocpotrxtioo of
the initial waste ontnrinU 4he ( a9onn thrrphy rodocio8 odors .
Solids sho// | d b, covered with wator at all times.
U. Koep voU:tutioo on the embankment and areas xround tho lagoon
a'/-1 bu/ Idio8s mowcd ,
6. Repair any eroded areas and estah | ish io vcqetutioo .
T. The Clean Water Act of 1977 prohibits tho Jischxroo of
{/o / | utmnts ioto waters of the Unitpd StRtes. Tho Dnpnrtmeot of
Foviromoant , Health, and Natural Resoorres , Wastoouter
MxoaSemeot Sectioo , hxl the responsibility for enforcinU this
/ aw.
3. A | / surface water is to be diverted from the lagoon to an
a'1equate xod stxh | e outlet.
(]]7T{FTCATTOM
l hereby certify that I uodorstand the op»rat | oo aodi ma � otpnaoce
ro'|uirements stated above. Furthermore,, l undpr�tand how mxoy
acrpo are rpqoir*0 in order to land apply the waste and that
th, lagoon may have to be pumped 2 or more times a. year . This
Uosi8/' has («,00 px|, | xinnd to me and l ugrre with all provision,�
stated in the dpci3o. l also certify that thcr.f imp, no residooce
othor than mine or my tenants ' within 750 f~ent of this operation,
/ undorstund 4hxt comp | imncv with this dos ign 08E3 N0T prpv,ot
oom^o,p From suing me hocn^sn of oujs�-�ocn or other rp-150105 ,

Operator:Randy Thigpen County: Duplin Date: 08/03/93
Distance to nearest residence (other than owner) : 2000 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. 0
0 Sows (farrow to feeder) X 522 lbs. - 0
2160 Head (finishing only) X 135 lbs. - 291600
0 Sows (farrow to wean) X 433 lbs. - 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL, STEADY STATE LIVE WEIGHT (SSLW) = 291600
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 291600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 155 feet ; width 295 feet
Top of dike at elevation 60. 00 feet
Freeboard 1.0 feet Side slopes 2 . 5: 1(inside)
Total design lagoon liquid level at elevation 59.00 feet
Bottom of lagoon at elevation 44. 00 feet
Seasonal high water table elevation 50.30 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2 .5 2 . 5 2.5 2.5 150.0 290. 0 15. 00
AREA OF TOP
LENGTH X WIDTH
150 290 43500 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
75 215 16125 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
113 253 113625 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection) +Area Bottom] X Depth/6
43500 113625 16125 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 433125 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
155 295 45725 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 45725 Square Feet
Design temporary storage to be 180 days,
A. Volume of waste produced
Approximate daily production of manure' in CF/LB SSLW 0. 00136
Volume = 291600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 71384 Cubic feet
B. 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 Gallons/day X 180 days storage/7 ,48
gallons per CF
Volume = 0 Cubic feet
C. 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 Inches X DA / 12 inches per foot
Volume = 26672 . 917 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DA
Volume = 28578 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71384 Cubic feet
5B. 0 Cubic feet
5C. 26673 Cubic feet
5D. 28578 Cubic feet
TOTAL 126635 Cubic feet

6. SUMMARY
Total required volume = 418235 Cubic feet
Total design volume avail.= 433125 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 291600 Cu. Ft.
At elev. (55'.-50)Ft,* Vol= 293993 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 404547 Cu. Ft.
At elev. 8 .30 Ft; Vol= 403211 Cubic feet (start pumping)
Seasonal high water table elevation is �P.-0 Feet, which must
be lower than the elevation of top of treatment volume 55.50
DESIGNE BY: APPROVED BY:
DA E: _ DATE: tP Ir-q 3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCOTO ASSURE THAT UNDERGROUND
UTILMES ARE NOT DESTROYED
f-SOU-632-49a9

�OF WAr�R4 MiohaelZ Palley,Govemor
�O G William G.Ross Jr.,Secretary
�- North Carolina Department of Environment and Natural Resources
Q Coleco H.Sullins,Director
Division of water Quality
July 1,2007
Randy L Thigpen i
Thigpen's Pig Pens j
PO Box 748
Beulaville,NC 28518-0748
Subject: Certificate of Coverage No.AWS310034
Thigpen's Pig Pens
Animal Waste Management System
Duplin County
i
Dear Randy L Thigpen: i
In accordance with your application received on 26 Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Randy L Thigpen, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Thigpen's Pig Pens, located in_Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish:0 Feeder to Finish: 5832 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts:0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation,there may also be one boar for each 15 sows. _
Where boars are unneccessary,they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30,2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition M.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please uav
careful attention to the record keeping and monitoring conditions in this permit.
NI Carolina
r/IW&III71111
Aquifer Protection Section 1636 Mail Service Center Raleigh,NC 27699-1636 Tolephona: [phone]
Internet:www.ncw, atemuality.org Location: 2728 Capital Boulevard Raleigh,ATC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal opportunilylAfftmtative Action Emp)oyer--W/o Reeyded110%Past Consumer Paper Customer Service: [phone].

If your Waste Utilization Plan has been developed based on site-specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T.0111(c)a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties,and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit,an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days,this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office, The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit;please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for CoIeen H. Sullins
Enclosures(General Permit AWG100000,Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cos)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office,Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310034
I

Swine Farm Waste Management Odor Control Checklist
- - MPs to Minimize Odor Site Specific Practices
Source Cause � --
Farmstead • Swine production Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals A Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
1N Waterers located over slotted floors; ,
173 Feeders at high end of solid floors;
O Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits • Urine; Cl Frequent manure removal by flush,pit recharge,
Partial microbial decomposition or scrape;
CI Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust R Efficient air movement --
door surfaces • Dust Sl Washdown between groups of animals;
® Feed additives;
O Feeder covers;
19 Feed delivery downspout extenders to feeder
oeMers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling CI Extend fill lines to near bottom of tanks with T
anti-siphon vents -
blush alleys Agitation during wastewater CI Underfloor flush-will,underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon JR Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift sta olis • Agitation during sump tank [J Sump tank covers _^
Filling and drawdown
Outside drain collection • Agitation during wastewater O [lox covers
or junction boxes conveyance

• Source Cause -
Blyips to Minimize Odor Site Specific Practices
A itation during wastewater a Extend discharge point of pipes underneath
End of drainpipes at g lagoon liquid level _� ___�._.---- -•
lagoon conveyance
Lagoon surfaces
Volatile gas emissions; 0 Proper lagoon liquid capacity;
Biological mixing; 9 Correct lagoon startup procedures;
• Agitation a Minimum surface area-to-volume ratio;
F1 Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
_ of Irrigate on dry days with little or no wind;
Irrigation sprinkler High pressure agitation; -...:
nozzles . Wind drift of Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon -
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
Mixing while tilling;
level;
Agitation when emptying ❑ Remove settled solids regularly
A itation when spreading; ❑ Soil injection of slung/sludges;
Manure,slurry or sludge g
El residual manure from spreader after use;
spreader outlets Volatile gas emissions
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying O Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
Dead animals
• Carcass decomposition CK Proper disposition of carcasses
Dcad animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits _ [I Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners

Source
Ca. 8MP5 to Minimize Odor _ Site Specific Practices
Standing water around • Improper dr f$ Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto ^ • Poorly maintained access roads Faun access road maintenance
public roads from farm
access
Available From:
Additional Information: J NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program ; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force Florida Coo erative Extension
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings P

Insect Control Checklist for Animal Operations
BiM s to Control Insects Site Specific Practices
Source Cause
Liquid Systems
ed
Flush Gutters Accumulation of solids 0
Flush system is designed and sufficiently to remove accumulated solidsfrom
gutters as designed.
17 Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ® Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to it depth of no more than 6-
8 inches over more than 30%of surface.
Decaying vegetation OW Maintain vegetative control along banks of
Excessive Wegetative y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
_- ._. __ .— Dry Systems
- — Feed Spillage 0 Design,operate and maintain feed systems(e.g.,
Feeders bunkers and troughs)to minimize the
accumulation of decaying wastage.
JS Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
17
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

t
P
Source Cause
BMPs to Control Insects• Site Specific Practices
Animal Holding Areas Accumulations of animal wastes ❑ Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed). ----
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)wherb manure is loaded.for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed._ f
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.,inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

d. Leakage from flush systems,houses,solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
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 DWR regional office,phone number:
.After hours,emergency number: 1-800-858-0368.Your phone call should
include: your name,facility,telephone number,the details of the incident from item 2
above,the exact location of the facility,the location or direction of movement of the
spill,weather and wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters,call local EMS,phone number:
.Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office,phone number:
3) local NRCS office,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.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016

Randy Thigpen ►
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