310445_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: 31-0445 Certificate Of Coverage Number: AWS310445
2. Facility Name: Terry Miller Farm sites 1&2
3. Landowner's Name(same as on the Waste Management Plan): Terry G Miller
4. Landowner's Mailing Address: 1772 Pasture Branch Rd
City: Beulaville State: NC Zip: 28518-6712
Telephone Number: 910-289-2940 Ext. E-mail: tmiller350(@intrstar.net
5. Facility's Physical Address: 1816 Pasture Branch Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphv-Brown LLC
10. Operator Name(OIC): Terry G.Miller Phone No.: 910-290-2901 OIC#: 17252
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment 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)
TM1 19.50
TM2 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,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: 2019PermitRenewal®ncdenr.gov

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: ��Y y`t, (1- ,m►�/ P,y Title: h
3
Signature: Date:
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
h _

Version—November 26,2018
• Mortality Management Methodsg
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ death. The burial must be at least 300 feet from any flowing stream or public body ody of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
F-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C.0102.
a ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
F-1
In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ ❑ Any method which,in the professional opiniomof the State Veterinarian,would-make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be..done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
0 Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
0 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.
y
Signature of Farm Owner/Manager Date
Signature of echnical Specialist Date

s
'�• Nutrient Management Plan For Animal Waste Utilization
06-27-2005
This plan has been prepared for: This plan has been developed b%•:
Ten-v Miller Fain Fac 31445 Billy W Houston
Term Miller Duplin Soil do Water Conservation
1772 Pastore Branch Rol PO Box 219
Bettlaville, NC 28518 Kenansville, NC 28349
910-289-2940 910-296-2120
Ar,-,0 /�v
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 thi
farm named above.I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature(owner) ` Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical specialist Signature Efate
....................--------------------------------
......................
...--------------------
»--------
•..••.�. ......................................
445118 Database Version 3.1 Date Printed: 06-27-2005 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 611,200 gals/year by a 3,200 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of a proximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1408
Incorporated 2418
injected 2662
Irrigated 1530
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1$ 30 3417 -19887 1*364,927 -753,727
Year 2 1,530 3515 -1,985 1,404,077 -792,877
Vote:.......Iii source ID,S means tandard source,U means user defined Source..............................................................
k 'Niax.Available PANT is calculated on the basis of the actual application methods)identified in the plan for this source.
445118 Database Version 3.1 Date Printed: 06-27-2005 Source Page Page 1 of 1

Narrative
This WUP is written based on a wetted acres footprint completed by AGRIMENT Services Inc.
Yi The Smaligrain Silage/Hay planted in pulls 3,4,8 &9 may be grazed, any remaining residue will be
7' removed from the fields.
These Pulls are not actually needed to meet the nutrient budget needs for this operation.
Mr. Miller may substitute a Summer Annual crop in the place of the Corn or Soybeans as it best suits his
operational needs.
If a Summer Annual is planted the following pumping dates and PAN rates will apply for pulls 3,4,8 & 9.
Summer-Annual—[Pumping Dates:3/15--9/15]; [PAN Amounts-- 110LbsN/Ac]This PAN Amount is a
reduction of approximately 50%and may be used with no reductions for grazing.
1�� SO 1� ea s� l as� 1 HAI �f 6 VJ� .� � �.s'4 40" o ��i�,
9
Pom -T yM7
P
atA+{d o-% A,111 31
-7 Z. ...........
445118 Database Version 3.1 Date Printed: 06-27-2005 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
(00° ,N also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summan
Total Useable Leaching
Tract Field Acres Acres Index(1-0 Soil Series Crop Sequence RYE
72198 pl 2.94 2.84 N,A Aumn ille Small Grain Overseed LU Tons
Hybrid Bcrmudagruss Pasture 3.5 Tons
72198 p2 1.54 1.54 N/A Autrysille Stall Grain Overmed 1.0 Tons
Hybrid Bermudagruss Pasture 5.5 Tons
72198 p3 2.96 2.96 NIA Autryryillc Small Grain,Silage/Hay 7.0 Tons
Com.Grain 35 be.
Small Grain,Silagc/Huy ZO Tons
Soybeans,Manured,Double Crop 25 ba
72198 p4 1.31 ISI N/A Amrs ill. Small Grain,SiNgc%Hay 7.0 Tons
Com,Grain 85 hu.
Small Grain.Silage'l{ay 7.0 Tons
Soybeans,Matured.Double Crop 25 be.
1 72198 p5 0.45 0.45 N/A Auln%ille Small Grain Occrseed 1.)Tons
Hybrid Betmudagrass Pasture 55 Tons
72198 p6 1.67 1.67 N/A Autry%ille Strait Grain Ovcrseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
72198 p7 1.17 1.17 N,A Auuylille Small Gmin Overseed LO Tons
Hybrid Bermudacrass Pasture 3.5 Tons
72199 p8 2,96 2.96 VA Autmille Small Grain,Silaec/Huy ZO Tons
Com.Grain 85 be
Small Grain,Silage:Aav ZU Tons
Soybeans.Manured,Double Crop 25 bu.
72199 P9 L48 1.48 N/A AutnMIle Small Grain,Situge'Hay 7.9 Tons
Com.Groin Si bu.
Small Grain,Silage'Hay To Tuns
Soybeans,Nlanured.Double Crop 25 hu.
PL.4\TOTALS: 16.58 16.58
445118 Database Version 3.1 Date Primed 6 27.2OU5
PCs Pa_ee Pace 1 of2
VOTE: Snmbol •mean:user entered data.

...: r iiRiri?b}'• ���• •! {ice fittr�dart
ry ,
.....�. ..
.r.v.viC. /flQi:• •!7J .Zr .{ { -
r
Low potential too contribute to soluble None
t
<'- nutrient leaching below the root zone.
r•,& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
<=10
High potential to contribute to soluble Nutrient Management(590)should be planned Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples
10 are Cover Crops(340)to scavenge nutrients.Sod-Based Rotations(328).Lone-Term No-Till(778).
and edge-of'-field practices such as Filter Strips(393)and Riparian Forest Buffers(391).
445118 Database Version 3.1 Date Printed 6.27 2003
PCS Page Page 2 of
VOTE: Symbol•means twer entered data.

The Waste Utilization table shown below summarizes the waste utilisation plan for tn)s operation. This plan provides an estimate of the number ul'acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be growl(,their nutrient requirements,and proper timing,ol'applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being growl)and an estimate of the nitrogen amount being supplied by manure or olher 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. Manurc liquid Solid liquid Solid
PA Feet. (lbs/A) PA ManurcA Manurc Manure Manure
Nutrient Nutrient NuiricniA ppliud Applied Applied Applied
Rt4d Applied pplicd (acre) (arrc) (Field) (Field)
(lbs/A) (lbs/A) (IW-A)
Source 'total Use. Applic. Applic. IWO
Tract FScW 11) Soil Series Acres Acres Crop RYI: Period N N N Method N pal/A runs I(NH)gals Ions
72199 pl S5 Autryvillc 2.84 2.84 Stroll Grain Ovcrsecd ( A// 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.49 56.72 0.00
72198 pl S5 Aulryvillc 2.84 2.84 hybrid Bcrmudagrass Pasture 5.5 Tons 03/1-10131 •205 0 0 brig. 203 81.89 (MAI 232.56 0.00
72198 p2 S5 utryvilk 1.54 1.54 Small Grain Oversecd 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.(N) 30.76 0.00
72198 p2 S5 Autryvillc 1.54 1.54 1lybrid Hermudagrass Pasture 5.5 Tons 03/1-10/31 0205 0 1 0 Irrig. 205 81.89 0.01 126.10 0.0
72198 p3 S5 Autryvillc 2.96 2.96 Small Grain,Silagell lay St�G D.r 7.0 Tons 9/1-3/31 •75 0 0 brig. 23 9.991 n 00 26.00 0.00
72198 p3 SS Autryvillc 2.96 2.90 Com,Grain 85 bu. 2/15-W30 10j 0 015 Irrig. 89 35.55 U.(H 105.23 0.00
72199 p3 S5 Autryville 2.96 2.96 Small Grain,Silagell lay 7.0 Torts 911-3/31 •75 0 0 Irrig. 53 20.97 0.00 62.07 0.00
72198 p4 SS Autryvillc 1.51 1.51 Snell Grain,SilagcJl lay 7.0 Tons 911-3/31 1 075 0 1 0 Irrig. 23 8.99 (I.(HI 13.57 0.00
72198 p4 S5 Autryville 1.51 1.51 Cont,Grain 85 bu. 2/15-6/30 104 0 015 brig. 89 .15.55 U.(H) 53.68 0.0
72198 p4 S5 Autryville 1.51 1.51 Small Grain,Silagell lay 7.0 Tuns 9/1-3/31 075 0 0 brig. 53 20.97 t1.(II) 31.67 0.00
72198 p5 S5 Autryville 0.45 0.45 Small Grain Ovcm-ed 1.0 Tons 1011-3131 50 0 0 Irrig. 511 19.97 0.(H 8!94) 0.00
72198 p5 S5 Autryville 0.45 0.45 Ilybrid Bemwdagrtss Pasture 5.51'ons •311-1 013 1 0205 U U Irrig. 205 81.89 00 36.85 0.00
72198 p6 S5 Autryvillc 1.67 1.67 Small Grain Ovcmcd LO'rons 10/1-3/31 50 0 0 Irrig. 5(1 19.97 001 33.35 0.00
72198 p6 S5 Autryvillc 1.67 1.67 Ilybrid Bemrudagnrss Pasture 5.5 Tons •3/1-I0/31 0205 0 0 Irrig. 205 XI.X9 0.00 136.75 0.00
72198 p7 S5 Autryvillc 1.17 1.17 Small Grain Overscal 1.01,011s 10/1-3/31 50 0 U Irrig. 50 19.97 U.(N) 23.37 0.00
72198 p7 S5 Autryvillc 1.17 1.17 I lybrid 1krmud2grass 1'asturr T5.5 Two •3/I-IU/31 •20S 0 0 Irrig. 205 XI.X9 (1.W) 95.81
445118 Database Version 3.1 Date Printed: 6/27/2005 WttT Page Page I of

- ,S • ,
Waste Util '!'aUlc Vear I ?�
Nilrot-vn Comm. 1(cs. xlanurc I.►,lui.l 14611+1 I uluid 54111d
PA Pert. (Ibs/A) VA MasimeA bt:umrc X1.r►►n►e 'Manure
Nutricnr Nulricnt NutricntA pplied Applied Applied Applied
1(eq'd Applied pplied tavret 1a4:10 11•icla) (1•icld)
(ItK,A) (II►s'A) (lh.'A)
Source 'lutal Use. Applic, Applic. I(NIu
Tntct field 11) Soil Scric% Am% Acres ('u►p K1'p !'cnod N N N Mullukl N .JI,A lull., IWN)�:al, tuna
72199 p8 S5 AutryviNc 2.96 2.96 Small Grain.Silage/I lay 7.01'uns 9/1-3131 *75 0 0 brig. 23 8 9►) 41,011 2(r.(rl) 0.00
72199 pli S5 Autryville 2.96 2.96 Coo.(iram 85 bu. 2/15-6/30 104 U *15 Img. 81) ",5i 0(111 It15 23 0.00
72199 p8 S5 Autryville 2.96 2.96 Small Gram.Silage:/I lay 7.0"funs 9/1-3131 *75 0 0 prig. 1 53 20,97 0.00 62(17 0.00
72199 p') SS Autryvilic 1.48 1.48 Snrrl)(.irain,Silage/llay 7.0'lims 911-M31 *75 0 0 lrtig. 23 x.9) 41,UU 13.30 0.01)
72199 p') S5 jAuuyvillc 1.48 1.48 1.on).(itairl 85 bu. 2115-0,'10 104 0 *15 It-fig. 89 35 51 0 00 52.01 01H)
72199 p') SS lAutryville I.d8 1.48 Small( rain,Silage/I by TO Tons 911-3/31 *75 1) 0 Irrig. 53 20.97 0.011 31.04 0.00
7mal Applied,IWHl gallons 1,364,Y3
I wal 11tuduml,UHII)gallons (t 1110 4ivm, : "��'
OF
Valance.I(MR)p1low. -753.73
I'mal Applied.tuns 5=,'' 0.0t)
Ax' r� �'
'total Ihuduccd.tons 0.00..:�;, � ;
Ital:nuc.loos 0.00
Notes: 1. In the tract column, symbul means leased,(rtherwise,Owned. 2. Symbt)l •means user entered data.
5 '
=-I�1. I!�► IT.tt;lhase Version R.1 I)alt: I'rinlr:(I: 6%27!2005 \1'1.T Page 2 of-I

Waste Utlli' Table car 2 '
Nitrolxn Comm. Res. Manure Liquid Solid ;Ijtluid SolidPA Fen (lbsJA) I'A ManurcA Manure nure Manure
Nuirim Nutrient Nutrient pplicd Applied lied Applied
Req'd Applied pplicd (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (IW-A)
Suume *rural Use. Applic. Applic. I IHHI
Tact Field 11) Soil Scrics Acres Acres Crop RYE Period N N N Method N galrA 'I ons 11H)Ir Finis tuns
72198 p1 SS Autryville 2.84 2.84Snwll Grain Ovcrsced 1.0"Pons 10/1-3/31 50 0 0 brig. 511 1997 U.00 56.72 U.00
72198 pl S5 Autryville 2.84 2.84 Ilybrid Burmudagrass Pasture 5.5 Tons 03/1-10/31 •205 0 0 Irrig. 205 81.89 00 232.50 0.00
72198 p2 SS Aulryvillc 1.54 1.54 Small Grain Oversccd 1.0 Tons 1011.3/31 50 0 0 Irrip, 50 19.97 001 30.76 0.00
72198 p2 SS Aulryvillc 1.54 1.54 I lybrid Bmiudagrass Pasture 5.5 Tons •311-10/31 •205 0 0 Irrig. 205 81.89 0-00 126.10 0.00
72198 p3 S5 Autryville 2.96 2.96 Small Grain.Silagc/l lay 7.0 Tons 9/1-3131 •75 0 0 Irrig. 53 20.97 0.00 62.07 0.00
72198 p3 SS Autryvillc 2.96 2.96 Small Grain.Silage/l lay 7.0 Tons 9/1-3/31 $75 0 0 brig. 23 8.94) 0.00 26.6 0.00
72198 p3 S5 Autryville 2.96 2.96 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. I(H) 39.94 0.00 118.24 0.00
72198 p4 S5 Autryville 1.51 1.51 Small Grain,Silagc/Ilay 7.0 Tons 9/1-3/31 •75 0 0 brig. 53 20.971 0. 31.07 0.00
72198 p4 S5 Autryville 1.51 1.51 Small Grain,Silage/Flay 7.0 Tons 9/1-3/31 •75 0 0 brig. 1 23 K 99 0.00 13.57 0.00
72198 p4 S5 Autryville 1.51 1.51 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrip, 1 OIJ 39.94 0.W W.32 0.00
72198 p5 55 Autryville 0.45 0.45 Small Grain Ovcrseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 Will 8!N) 0.00
72199 p5 S5 Autryville 0.45 0.45 Ilybrid Ilermudagrass Pasture 5.5 Tons •311-10/31 •205 0 0 Irrig. 205 81.89 0.00 36.85 0.00
72198 pG SS Autryville 1.67 1.67 Snnll Grain Ovcrsecd 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.0 -13.35 0.00
72198 pb S5 Autryville 1.07 1.67 Ilybrid llcrrnudagmss Pasture 5.5 Tons •3/1-)0/31 •205 0 0 Irrig. 205 K1.89 IMXJ 130.75 0.0
72198 p7 S5 Autryville 1.17 1.17 Small Grain Oversced 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.110 23-37 0.00
72198 p7 S5 Autryville 1.17 1.17 Ilybrid lictmudagrass Pasrttre 5.5 Tons $3/1-10/31 •205 0 0 Irrig. 205 81.K9 0.491 95.81 0.00
72199 p8 S5 Autryville 2.96 2.90 Small Grain.Silagc/l lay 7.0 Tons 9/1-3/31 •75 0 0 Irrig. 53 20.97 OANI 62.07 0.4I0
72199 p8 S5 Autryville 1% 2.90 Snell Grain,Silage/l lay 7.0 Tons 9/1-3/31 •75 0 0 Irrig. 23 8.1r) U!H 26.140 0.00
72199 pK SS Autryville 2.96 2.96 Soybeans,Manumd,Nuble Crop 25 bu. 4/1-9/15 !00 0 0 Irrig. I011 39.94 11.18 118.24 0.00
72199 p9 S5 Autryville 1.49 1.48 Snrtll Grain,Silage/[lay 7.0 Tons 9/1-3/31 •75 0 0 Irrig. 53 20.97 0.01 31.04 0.00
72199 p9 SS Autryville 1.48 1.48 Small Grain,Silagell lay 7.0 Tons 9/1-3131 •75 0 0 Irrig. 23 K!r) 0-00 13.30 0.00
72199 p9 S5 Autryville 1.48 1.48 Soybeans,Manumd,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. IOU 3').')4 II.1H) 59.12 0.00
445118 Database Version 3.1 Date Primed:6/27/2005 WUT Page Page 3 of4
y

Waste Uti1i )fable i'c:lr 2
Niuu_tcn Cormu. 1{cs Manure l upnd Aulu! I hpnd Stolid
PA felt. (Ibs;A) PA \lanu►cA Manitty Manure Mantuc
Nutrient Nutrient NuIrientA ppfird Applied Applied Applied
Rcy'd Applied pplied (actin (acne) (field) (ficldl
(IIWA) (Ihs/A)
Source Total 1!Se- Applic. Applic. I tltllt
1'thrt field It) Soil Sclics Acres Acres Crop ItYli Period N \ N Method ;,Al-*A lnu• IMM)gal. tuns
Total Applied.IWO gallon+ 1.404.08
Total Ptoduccd.1001)gallum Is11.20
Ilalancc.I(NiO llons •792.88 f-"
Toed Applied.tuns ;. 0.00
Tnt:d hoduccd.tons "r,':�a�? 0.00
Ilalance,tolls
Notes: 1. In the tract column,--symbol mcans leased,otherwise,owned. ?. Symbol*means user entered data.
.145118 1)alabasc Version A Date Ill-Inted-,01'27/2005 W1'I'11a;!v Page 4 t►f-1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
MON 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)
72198 PI Autryville 0.60 1.0
72198 p2 Autryville 0.60 1.0
72198 p3 Autryville 0.60 1.0
72198 p4 Autryville 0.60 1.0
72198 p5 Autryville 0.60 1.0
72198 p6 Autryville 0.60 1.0
72198 p7 Autryville 0.60 1.0
72199 p8 Autryville 0.60 1.0
72199 p9 Autryville 0.60 1.0
445118 Database Version 3.1 Date Printed 6/27/2005 IAF Page 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
t 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 PAN Rate Application Rate Minimum Acres Minimum?►cres Minimum Acres
lb/ac 1000 gal/ac S Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 8.14 16.29 24.43
Hay 6 too R.Y.E. 300 26.32 4.07 8.14 13.22
Soybean 40 bu 160 14.04 7.64 15.27 23.91
445118 Database Version 3.1 Date Printed:••Ob-27-2005 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 Capacitv
Source Name Swine Nu sery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 180
1 2 180
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 12 180
2 1 180
2 2 180
2 3 180
2 4 l80
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 180
2 12 180
*Available Storage Capacity is calculated as of the end of each month.
AMN
.... . .......................:..:...................................................................................................................................
44511E Database Version 3.1 Date Printed: 06-27-2005 Capacity rage Page 1 of 1

v
Required Specifications For Animal Waste Management
1
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 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 14 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.
445118 Database Version 3.1....---------------------
Date Printed' 6/27/2005 Specification-Page-1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
' when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal.Animal waste, other than swine waste
from facilities sited on or after October 1, 1995,shall not be applied closer that
25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainageways,or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways,waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers, toilets,sinks,
etc.,shall not be discharged into the animal waste management system.
..............
...................................................................................:....................................................................
445 118 Database Version 3.1 Date Printed:6/27/2005 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas(lagoon embankments,berms,pipe runs, etc.). Areas shall be fenced,as
necessary,to protect the vegetation. Vegetation such as trees,shrubs, and other
woody species,etc.,are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion,leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge,pollution,and erosion.
19. Waste handling structures,piping,pumps, reels, etc.,should be inspected on a
regular basis to prevent breakdowns,leaks,and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However,if animal waste is used on crops for
direct human consumption,it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume)of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to 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.
445118 Database Version.3.1 ...... Date Printed:6127/2005------------------Specification Page 3

s
Crop Notes
The following crop note applies to field(s):p3,p4,p3,p9
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to» 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):p 1,p2,p5,p6,p7
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.
.. .ts5118 Database Version 3.1 Date Printed: 06-27-2005 Cro Note Page.. ••. .... .• • . •. •e Pa 1 of 2.e .. .�
P 1; '

•
The following crop note applies to field(s):p 1.p2,p3,p6,p7
Bermudagrass: CP. MineraI Soil, Moderately Well Drained
Adaptation:Well-adapted
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to IS in row. For
broadcast/disked in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,potassium
and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s):p3,p4,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
rob" 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 24
seed/row foot for 7-8"drills; 4-6 seed/row foot for 1S"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.
The folloning crop note applies to field(s):p3,p4,p8,p9
Small Grain Silage
445118
....•..•. ...•Database Version 3.1......................................Date Printed: .06-27-2005 .. •. .•Crop.Note.Page Pagc 2 of?•. ,
ti

/t} 3 1 - L4 Li S
EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: _ lcrc� 11' 11ce County:
Address:
t�ck�C►al�c, Alt_ Date: q L6 1y9
Telephone: q to a R t- all W e
TABLE 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application PP per Irrlgallon
Field 1 of Fleld2 Slope 11a0 Cycle3
Number (acres) SoU Type (%) Crop(s) (ln/hr) (inches) Comments
d 14. )qUj3O— •So woo p
TUM
9,1, 3.8
o /•o
T 471.1
/` 1� o/n 1•
I�
ISee attached map.
2Total field acreage minus required buffer areas.
3Refer to N.C. Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC
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BIG GUN° PERFORMANCE TABLES U.S. UNITS/
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nou_la Nozzle Nozzle Nozzle Nozzle
Nozzle Ndzzle Nozzle Nozzle Nozzle
P.SI. GPM DIA GPM�,D0. OPM B' DIA. GPM85,DIA. OPM T DIA. GPM75,DIA. GPM b' DIA. GPM , DIA. GPM B" OIA. GPM10•DU.
50 60 '205' 86 215' 1 74 225' I87 235' 100 245' 115 258' 130 285' 150 2]3' 155 280' 204 300•
70 480 225' 75 238' 88 250' 103 283' 120 275' 136 283' 755 2B5' 177 . 302' 197 310' 243 336'
HO '88 245' B3 258• 100 270' 117 283' 135 295' 155 goal, 175 315' 201 326' 223 335' 274 362'
_"
t10 78 2fi5' 92 278' 111 2B0' 129 303' 160 315' 171 326' 195 335' 222 J44' 247 355' 304 -360'
table only with F100 d SR100. •
100 R RING NOZ0MA S
160 ON DIFFUSER NOZZLES
PSI •71 RING .T7 RING 1 ,61 RING .B6 RING .89 RING Ali .96 RING 0.5 DN 0.8 ON 0.70N O.BDN GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM 01A GPM DIA GPM DIA GPM DIA GPIA DIA
40 1 66 2D8 78 212 'i 91 215 103 226 1 Ila 235 134 238 5sa-
242 45 154 fie 188 9t 182 118 196
80 81 235 98 240 110 245 1 280 270 124 280 142
305 d1 2]0 18/ 275 BO - - n0 200 t43 216
1D0
2
80 N 255 111 285 127 275 285 -183 300 '. -189 305 315
105 295 182 _ _- - -
182 320 212 325 236 335
- c -
diameter of throw is apprmimatsly 3%19.for the 21°trajectory angle,6%lose for 18t
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES .
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
'7• 8• 8•' AD-' I.I. 1.2" '3"P.S.I. GPM DL1. GPM `: DIA. GPM ."DIA. GPM DIA. � GPM DIA. GPM DIA. GPM DIA,
60 110 265' ld3 285' 182 305' 225 325• 275 3a5' 330 365' 385 ` 3B0'
80 128 290' /83 310' 210 .336, 260 355' 315 375' 380 395• 4!7#
5 4
290 �' 375. 355': `400: ' d25 420'120 157 330' 204 350' ' ' 395' 385 420' 465 440' 5
150 R RING NOZZLES
RingRI9 Zir #1M
Rlnq -' Ring•--• Ring Ring
88 87 1.18 1; 1.26' 1.3a• 1.41'P.S.I. GPM DIA GPM DDIA. "GPM- DIA,' 1.GPM DLk GPM DIA. GPM DIA.
60 1- 260' 143 2 225 315' 335' 330 350' 385 365'
80 /2B 280' 185 3 260 340' S'- 360' 380 380' 445 395'
j 100 143 300' 1B5 3340' 290 360' 3ss 'I'380' 425 400' 500 415'
120 157 315' 2D4 3360' 320 .380' 385 400' 485 420' 545 435'
"The diameter of throw Is approzlmately 3%lees for the 21°trajectory angle. i
200 SERIES BIG GUNS - 270 TRAJECTORY" .�
200 T TAPER BORE NOZZLES -
I
Nozzla Nozzle Nozzle Noula Nozzle Naul#�GPMDIA.
Nozzle Nozzle
PS.1. GPM 05•01A GPN: DIA. GPM 1.2•DIA. GPM 3•DIA GPM14•DIA. GPM Is.
IA. GPM 1.75 DIA. GPM DIA.
70 270 . 360, --310 3B0*- —355 -395' - 416-- 410' 480 430•- 555 . 854' . ]55 495'90 310 390' 350 410' 405 425' Ofi 446' 545 • -485"' 825 05"' 655 535' 1005 555,
110 340 4/0' 390 430' 445 460' S25 470' SW 695' 695 -' 75' 9a5 565' 1n0 590'370 425' 425 445' 485 465' 565 485' 655 515' 755 60, 1025 590' 1210 620'
200 R RING NOZZLES -
Y%'Rin9'� _ 1�s•Ring 1 'h'Ring 1 sA• RIn9 1 Y.•Rin i �'Ring 2"Ring
P.S.I. GPM 1.2 •am Dl�. GPM'r amual) (156' acloal)) (11: acica0 (1.74'aclea0 (183"apoa0 (1.93-actual) {
DIAA. GPM EA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
fig 250 340' 330 370' 385 390' 445 <40' 515 425' 685 440'._ v._•RT nua,.^s�Yl+o'b.P�`x�C ) 7,65rs.'1�a4
80 c 370 300 400' 445 420' 515'^ 1440 590 455 675 470 605 490'
Tr r :r•; "4Ys+1s�:*a_.^:, :..".rI$!:n'cc'eS.f;p
100 325 390' d25 625' S00 445' 575 465 660 480 7 - 500 900 520'
' ._ - a r
120 355 610' 465 445' 545 465' 830' c85' 725 500' 825 520 985 545'
f n 52 :b2
The diameter of throw is approximately 2%Iris for the 240 Irejeotory angle,5%lose for the 21°Trajectory mole.
The BIG GUN-Performance data has been obtained under ideal lest conditions and may be adversely affected by wind.poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding droplet condition,uniformity,or application rate. 1

ANC ! WASTE ANAGMLNT PLAIN CZRTIPICATION FOR NEAT OR EXPANDED FEEDLOTS
Please rattt�-3 the completed fo= to the Division of Raviroamaatal 2ianagameat at
he add::esa on the reverse side of this fora.
Name of f ..} (P I print)
Address: /-f�' P.4, /5ys.
/�i�./� Phone No. • ago- 07d� o
County: D
Fa_� location: Latitude and Longitude.f0' S-a ?ti''/��' moo" (required) . Also,
please attach a copy of a county road�map with location identified.
T` pe of operation (swine, layer, dairy, etc.)
Design capacity (number of animals) : /.6000
Average size of operation (12 month population avg.) :
Average ac-eage needed for land application of waste (acres) :
a.a�a�=a�saaa�asass:asssaaazzsaasaa�azssssaasa�aaaassa=a�aaas��asasaa3saazaaas
Technical specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the fare named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-hare-been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
77.4ame of Technical specialist (Please Print) : ���PX% Y'H�Ot
Af f iliation: • o ' ,t' JI
Address (Ag o% Phone No. 7/0-a93-
Signature• Date:_
sssssaassassoa asssss ssssassasasss�satsasas:saas�sszsas�asaaassassa�ssas
Owner/Manager eament
I (we) understand the operation and maintenance 'procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know• that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner (Please Print) : Syr ! C'
Signature: ~� �.- ,��Af- f¢
Date:
Name 00 Hanger, if different from owner (Pleas a print) :
Signature: Date:
Note: A change in land ownership requires notification or �a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACr`EW#

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r, �erator:Terry Miller County: Duplin Date: 06/20/94
Distance to nearest residence (other than owner) : 1000. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. _ r, lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1600 head (wean to feeder) x 30 lbs. = 48000 lbs
Describe other : 0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet lVo s e-ud5 T t,a2xG =- Z—f tom,n I v"Jh,en 5 6f.vey
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 170 . 0
Inside top width (feet) ---------------------- 100 . 0
Top of dike elevation (feet) ----------------- 50 . 7
Bottom of lagoon elevation (feet) ------------ 40 . 7
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 164 . 0 94 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
i6 . v 94 . 0 154106 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110. 0 40. 0 4400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
137. 0 67 . 0 36710 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
15416. 0 36716. 0 4400. 0 1. 5

Total Designed Volt Available = 84798 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
• 170. 0 100. 0 17000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 17000. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721. 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 3A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 9916 . 7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 10625 . 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic feet
5B. 0 cubic feet
5C. 9917 cubic feet
5D. 10625 cubic feet
TOTAL 32264 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1 . 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 170. 0 feet
Inside top width____________________________> 100. 0 feet
Top of dike elevation_______________________> 50. 7 feet
Bottom of lagoon elevation__________________> 40.7 feet
Total required volume_______________________> 80264 cu. ft.
Actual design volume________________________> 84798 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 47 . 0 feet
Stop pumping elev.__________________________> 47 . 3 feet
Must be > or = to the SHWT elev.====-_____> 47 . 0 feet
Must be > or = to min. req. treatment el.=> 46 . 7 feet
Required minimum treatment volume======_____> 48000 cu. ft.
Volume at stop pumping elevation=====_------> 52092 cu. ft.
Start pumping elev.====_____________________> 49 . 0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 74173 cu. ft.
Volume at start pumping elevation=====______> 74382 cu. ft.
Required volume be pumped________________> 21639 cu. ft.
Actual volume planned to be pumped=====_=_=_> 22290 cu. ft.
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• ' Min. thickne_ , of soil liner when requii. .1==> 1. 5 feet
7. DESIGNED B (� APPROVED BY:
,••` N
DATE: •J0 DATE: �.•`O��••,.....,,CARPC/� 'p�,.
•.•�ESSIp�;
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 4
• 4 5�
. ti
COMMENTS: F
.. 01

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
with effluent at a i 1 times. When prt=_�:' --_ ,zng is comp'ot- ,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the e'L—= v:,.ion 49 . 0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47 . 3 . This temporary
storage, less 25 yr- 24 hr storm, contains 21639 cubic feet or
161857 gallons.

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

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U. S. Department of Agri- lture NC-ENG-34
Soil Conservation ServiL September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
andowner ,� /Zy : //c-rt County
Community or Group No.' Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool /,V Ft.
Date of Field Hazard Investigation G - /�-a
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: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft.
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstr am
improvements from a sudden breach ,vo �,4-,•-� :r4
C. 6.?" 44p-a i4 4� •.
Hazard Classification of Dam C� b, c) (see NEM-Part 520.21)
Dam Classification I II , III , IV, V)
xl - erg/ - Date G •1 7 .4 y
n title
Concurred By .�- f., t� `, ; , >�, Date 4,/2 71 S4
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
�er�r �i11elc-----------
NAME- -- LOCATION--
� �------------------
-1,rs1e __ L--%rQ-----------
------------------------ ------------------
------------------------ ------------------
TELEPHONE-9J°=--222-:!,Iq-q�---- SIZE OPERATION-a-2-D-0------
w lA qdzr-_
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 11QQ-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO`—-
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" �.
PERENNIAL STREAM? YES----- NO----
If no, site must be reloca�ed.
I
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES------ NO=�-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
re utilities in construction area? YES----- NO`�-
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
4

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-?!f�--
If yes, producer must complete a Form AD-1026 .
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- No----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO'�-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP3�ZTANT
FARMLANDS IN THE OPERATING UNIT? 4-6,F0A YES---- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
' If yes to any of these quest o4s, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.;... . . . . . . . . .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES-`-- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-!e-- NO----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAN
APPLY WASTE? YES---- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES--- — NO------
ISA CLAY LINER REQUIRED? YES—f--- NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO-
QUESTIONABLE--------
! IS A CORE TRENCH REQUIRED? YES------ NO`�----
(Attach soil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL-----r---
COMMENTS-�a i��--gr- -i"'a� '',�-AiL�k_
�o►#c���lF�_ R�c�o�+�''►�►�__��.��_ ' �jf v�+__of _lad
t
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE--O-- --1'0="�--- �---- DATE-/-T-f --
Page 3
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WATERSHED AREA MEASUREMENTS
SKMH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Appror-emle V".__feet)
Locale re(crence point in center line of dam and Identify an sketck
BORING NUMBER AND PROFILE
. . . and dam-site and . . ..
(Continued an
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im borings.
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y TYPES OF MA'. .2fAL ENCOUNTERED IN BORINGS Y
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
__
GW-Well graded gravels; gravel, sand mix ' g-grave!
GP-Poorly graded gravels' s-sand-
GM-Silty gravels; gravel-sand-silt mi'x yfa-very*fine sand a
' GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam ' `~
SW-Well graded sands; sand-gravel mix fs1-fine sandy loam
SP-Poorly graded sands 1-.loam.
SM-Silty sand gl-gravelly.loam
SC-Clayey sands. sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty,clays, low plasticity sic-silty clay
,OH-Organic clays, medium to high plasticity c-clay
L Suitable material for embankment is available Dyes ®No' •(!ad(rnr< v.n«< (omrV on m.sk<(cn on
rarnae rtdsJ /!' ,
REMARKS: Sv;+mb�t "+eriaj for ls)ouh li^ey' A>'t yJv Ij uA S�'�c _ .-
weanSP MaTerlail e-t- weOKl,.,a -e f7
if 1450a cons+r..,.fed iA -lhlr r; Fe- bo�Hb , 6
ayu>,� not fo etcetcl SO-Ft cvt,
2. Explain hazards requiring special attention in design (ste ve.+Drino..,oct ere! \
t /
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GENERAL REMARKS:
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,1y L 4L15':'3 2i�.' M PL%'T C3ZTgICATIG2t FOR NXX.0, AbTDgD PE�DIATs• •: • :
Plaaas =64* .� lWha Cc=plet� fo= .to the Div�_sfo: 'l�^apl-�••••t st
trn i ass Cr th,a =a4a_�• side Of t!:.a f c=.
ti
arse of f a--= (Please print) : • -.
7 2-
y1Il /1. •G• Z Si Phone No. . -
County: 1)opt, t/
location: Latitude and Longitu-de:� Z / 7 ,,.,rs2 0o (required) . Also,
please ac=ach a copy cf a county road sap with locatiOM identified.
'rx-pe of epe-atioc (sa4-e, Layer, dairy, etc.) : -
Design capacity (nee; Of A-•. ) : iP.S
Average size of ape_ata.. (12 momEh PaPulacion avg.) >�"n Average ac=eage nee et for lid application of waste (acres) : - • -
• y«s�azasasazaasasaasaas�aasssa�ssaessassaz:a:as3asssaasaa�asaaeasasss:aaasazaaazaas
Tec�?ea1 spacislist Ca�'�ifieatioa
As a to finical speeia==st designated by the North Carolina Sail and water
Copse---,ration Commission puT-suant to 1SA NCAC 6= .0005, I cer•t:=y that the new or
expanded z^.ima= waste ma.^.ase=emt system as installed for the farm namead above
has an. an-nal uraste management plan that meets the design, cc.^.scz•csction,
eoe:at .n
icn and maintean- a ce standards and specifications of the of
E.Zvi=ormental Management and the USDA-Soil Conservation Service and/or the North
Carolina Sail end :=
water Cerservation Cc=;ssion pcs::a-zt to ISA NCAC 2�..02Z7 a.*:d
15A NCAC 6: .0001-.0005. The following e'l ewer`s and their corresponding rairim=
crit6a,ia-r-a �eenverified by me or other designated technical specialists and
are i.ncluded in the plan. as applicable: minimum separations (bUffers) ; liners or
equivalent 'Car lagoons o= waste storage ponds; waste storage Capacity; adequate
quantity and a.mcc nt of land for waste utilization (o.: use of third pz=tY) ; access
or 0%JMe_s4Up of proper waste application equipment; sc'sierrule for timing of -.
apolicaciocs; apoiicat=cr_ rates; loadLng rates; and the control of tine d-sc^arge
or. polluta.:cs from sco ....laze= r uiof,: eve.�-.ts less severe than the 25-yea 24-hour
stogy. -� n j
Yam o- �i'ac._._cal Spec_al_a� (_lease ntl L __._._
iliaticc: P`Q)/t'S z C _ L-I f • •<<
address {r► cy) : i4 3�i Phone No.�/o
r!3 •3G�a
Signatu= Date:
asaaa�saa. rs zsassams 9ti=sasaeatsstae3laS3SSls33�3s��ss'3�Z3�.'SZiS�Z�s'.��9ts7�at
I (we) ur. _-stars the operation and maintenance procedures establis:zea in the
approved animal waste management plan: far the fa.-m named above and will implement
these procedures. I (•.»e) la now. that any additional expansion to the existing
desigi_ capacity of the waste treatment and storage system or corst_Tuction of new
facilities drill requi-e a new ce=tiiica-ion to be submitte-d to the Division of
Ervi=a=ental Y,--.agemezit before the new a^. •js ate stocked. I (we) also
uc:dersta;d that there must be no discharge of an-f-ma? taste £=cm this system to
SL'=iaCe '•Jamie:S OL t�o S1r.Ce either tLLoug1 a man-made canveyance or through
ru.*�of= fray a storms eve..^t less severe than the 25-yea;, 24-hour star-.. The
• approved pla will be filed at the farm and at the affice of the focal Soil and
n
Ovate: Ccasez-ration Dis ice. � 1
ra=d C�a (P?ease pri -t)07
NLi C a. G
Date:
Nara a: Yz-•Agar, 3J, d==fetent fro= owner (Please print) :
Signatt=s• Date:
Q: A c;•aase.in lard ew-ership req•.:ires motif-cat=on or a new cartificatioa.*
(if the a:proved pla.*l is changed) to be sul-mitted to the Division of •-
E.:viroc.rer:tal N.a.^.a.c,eme-nt withi R 60 days Of a title tea^.s fer.
D ,`•� USE 0bMY:ACZ'r;A

i-40 z)
TERRY MILLER -M NURSERY HOUSE`
STATE ROAD # DUPLIN COUNTY
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tat TERRY MILLER
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DIRECTIONS: FROM KENANSVILLE TAKE HWY. # 50 SOUTH, APPROX.
5 MILES FROM KENANSVILLE TURN LEFT AT LEVY HARRELLS STORE (STATE
ROAD # 1961) , THEN TAKE THE FIRST ROAD TO THE RIGHT (STATE ROAD #
1953) FARM WILL BE APPROX, 4 MILES ON THE LEFT.
MAILING ADDRESS: SHIPPING ADDRESS:
HY MILLER TERRY MILLER
PASTURE BRANCV ROAD STATE ROAD # 1953
BEULAVILLE, NC 28518 BEULAVILLE, NC 28518
TELE: (919) 289-2940
BROWN'S OF CAROUNA,INC.
303 EAST COLLEGE STREET P.O.BOX487 WARSAW,N.C.28398-0487 • OFFICE [phone] FAX:[phone]

erator:Terry Miller County: Duplin Date: 01/19/95
Distance to nearest residence (other than owner) : 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. — 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. — 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1600 head (wean to feeder) x 30 lbs. — 48000 lbs
Describe other : 0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet Xv S Lid ,6 �S-rs4R6e'r�
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 150. 0
Inside top width (feet) ---------------------- 110. 0
Top of dike elevation (feet) ----------------- 51.4
Bottom of lagoon elevation (feet) ------------ 41.4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 . 0 3 . 0 3 .0 144. 0 104 .0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
144.0 104. 0 14976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
90.0 50. 0 4500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
117.0 77. 0 36036 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
14976.0 36036.0 4500.0 1.5
1

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
150.0 110. 0 16500.0 square feet
Buildings (roof and lot water)
r-F 0.0 square feet Describe this area.
TOTAL DA 16500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7.0 inches

Volume = 7 in * DA / 12 inches per f t
Volume = 9625.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 10312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic feet
5B. 0 cubic feet
5C. 9625 cubic feet
5D. 10313 cubic feet
TOTAL 31659 cubic feet
6. SUMMARY
Temporary storage period==============------> 180 days
Rainfall in excess of evaporation===========> 7 .0 inches
25 year - 24 hour rainfall==================> 7 .5 inches
Freeboard____________________--_--_-_==_____> 1. 0 feet
Side slopes==____________________ _____ _> 3 . 0 • 1
Inside top length___________________________� 150.0 feet
Inside top width____________________________> 110. 0 feet
Top of dike elevation=============--=====__=> 51.4 feet
Bottom of lagoon elevation===========--------> 41.4 feet
Total required volume===-==________________> 79659 cu. ft.
Actual design volume===========--------------> 83268 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.0 feet
Stop pumping elev.====--------------- --___> 47.8 feet
Must be > or = to the SHWT elev.==__======> 45. 0 feet
Must be > or = to min. req. treatment el.=> 47.4 feet
Required minimum treatment volume====-======> 48000 cu. ft.
Volume at stop pumping elevation=====--------=> 49149 cu. ft.
Vo Joohi t vwtAj Svc a$�f�3 •

Start pumping e' 49.7 feet
Must be at bot,.om of freeboard & 25 yr. ra.Lnf all
Actual volume less 25 yr.- 24 hr. rainfall==> 72956 cu. ft.
Volume at start pumping elevation=====-- -=-=> 73145 cu. ft.
Required volume to be pumped--==-==----=----> 21347 cu. ft.
Actual volume planned to be pumped===------=> 23996 cu. ft.
Min. thickness o soil liner when required==> 1.5 feet
` ve,4a�4�ot�ie�
7. DESIGNED BY. � APPROVED BY: •�'
tol' yea �k� CA-Rol +�
DATE: i�/ �gj °*°taSs; �'Q�t'�
/ DATE:
00
A
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN � 0 41
A O
Ias �•��/�V���C�Op�sySr
COMMENTS: `;�'•, 9 •a
l 1 q 9s
1

SHEET 1 OF 2
OPER..i'ION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1)- waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
' The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 21347 cubic feet or
159675 gallons.

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

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

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

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
1

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AL�SECTION TBM ELEV. 50
WAit
o TYPICAL
SEE NOTE 3
S7�'� 51.3 •
R SEE NOTE 2
p� 12
S'D•4-
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EXC = 30 Cy
OVg-iGG� � _
FILL = PAD /?ZZ CY "' CORE TRENCH
DIKE 2/ 3 CY SEE SOIL SHEET
4 / 4 FOR DEPTH .
^385s .
+ 10% 386 NOTES: SITE CONDITION NOTES
TOTAL: Cy 1) ALL WEAK MATERIAL TO DE OVERCUT 3 AND BACKFILLED AND COMPACTED. Li
r .� 5 d i
THICKNESS OF LINER DEPENDS ON OVERAL J/ A„ pn c rb J
DEPTH. LINER FOR THIS LAGOON TO BE '
COMPUTATIONS BY'
�y / � 2) DIKE BEHIND DLDGS TO DE MIN. 0.5'
'411 42;!j f`/A A IiIGHER THAN OTHER PLANNED ELEV.; r`
u
T/1I5Mt1dWL rT M ulr r }) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
CIOORDINATED W/EBLDG CONTRACTORS).OUT (WORK TO DE

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U. S. Department of Agricult•,re NC-ENG-34
Soil Conservation Service September 1980
'. File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR. DAMS
` ndowner County YPG-1 „
community or Group No.' Conservation-Plan No. -
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool /71) Ft.
Date of Field Hazard Investigation 4 . 19-4 t-1 -
Evaluation by reach of flood plain downstream to the point of estimated minor effect ,
from sudden dam failure.
Est. -Elev. s 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 downstr am
improvements from a sudden breach ovo �-e,0-A it-L 740�e— S d
!moo C)we C 4:, ••
Hazard Classification of Dam dQ b, c) (see NEM-Part 520.21)
Dam Classification II, III , IV, V)
Date G -17 .4W
qnL '(title)
Concurred By. `� ,� ,,,�,�, ,�, ', Date 6, i71 y4
name ti t
NOTE: 1. Instructions on reverse side.
WN 2• Attach additional sheets as needed.

► rac
Recolmrnenda€run_ for rnspc;:t.or and sha1. be ►,.kin fror,; the stole ptrrjtl� ieie�. �:t
'`� maintenance of embankment and either the pump intake, prior to pumping below the
structures. stop pump level.
Recommendations for inspectuu; and :111 applications must be in conformance
..1.1mter'.ance of vegetation. with the CAS' NIP developed for the
operation, including adherence to the
6 Infom:at,on on sampling and testing of planned nutrient application rates.
effluent
a. I•rorn November I through June 1"' pumping
After Five vears the waste treatment lagoon from the lagoon A,;Ii not be pennitted when
hall bc: checked for sludge accumulat.orn the lagoon level is at or beiow the stop
nnually. If sludge has encroached into the pump elevation,
treatn+ent volume, the sludge will be
removed and applied at agronomic rates 5. The following information concerning the
based on analysis of the sludge. Treatment pump down condition shall be recorded and
volume must have a minimum of 4 feet of ilia:ntained on site
depth free of sludge at all time-;
• Date the lagoon was first pumped
8 Others, as appropriate. below the stop pump level.
• Depth of liquid between-the stop
Temporary- adjustments pump level and the sludge layer
The O&M procedure may be modified to ailow prior to pumping below the stop
ar: optional,temporary, adjustment in the lagoon pump mark. lleasurcd f*torrr the
operating procedure. This adjustment in stop pump level near the pump
operating procedure allows the operator to pump intake location but off the inside
into the top 8 inches of the treatment volume slope of the embankment.
dur,nk the period of June 15 through October 31
to P.0vide. Date pump down was completed.
• Depth of pump down below the stop
• Irrigation -vater during drought perious bump level '.leas red wc•c:ki: unt.l
to establish or maintain vegeration in the lagoon returns to the stop pur:�p
wash application areas level.
• Addi:ional tempura:;- storage for.
exces-ki've r.:rnfall during the hurricane
season and the following winter months
The following restrictions shall apply
1 l..agoon levels may be lowered a maxrmurn
of eight inches below the facility's stop
pump mark durt g the period of.tune 15
through October 31.
2. This option shall be limited to lagoons
having a rninrmum of four feet of liquid
above the sludge laver The measurement
MRCS, NC
SEPTEMBER 2006
Rev 5

Permit Number:
ATTN: DENR Representative
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Attached is a copy of my most recent Sludge Survey. This survey
shows I currently have ft. of permanent liquid treatment
storage in my animal waste lagoon, which is more than the
required four feet. Based on these findings I request to be exempt
from further sludge surveys for the life of my current permit, or the
number of years you and your office deem adequate.
Thank you for your consideration of this request.
Signature of Farm Owner Date

Permit Number:
ATTN: DENR Representative
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Attached is a copy of my most recent Sludge Survey. This survey
shows I currently have ft. of permanent liquid treatment
storage in my animal waste lagoon, which is more than the
required four feet. Based on these findings I request to be exempt
from further sludge surveys for the life of my current permit, or the
number of years you and your office deem adequate.
Thank you for your consideration of this request.
Signature of Farm Owner Date

6"
r

:s,..I,j ;
• flush system, houses, solids separators:
` O stop recycle (flushing system) pump
® stop umgation pump
® make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump,
and pump back into the lagoon.
• if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note. For permanent repair measures, lagoon problems require the consultation of
an individual experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: (910)39573900;
after hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident, the
exact location of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures have been taken,
and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
2964160.
c) Instruct EMS to contact the focal Healtb� Department: 296-2130.
-2-

d) Contact CES: 296-214
local MRCS office: 296-212
and your integrator:
J
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a) GMfj Plrll 12LL
b)
IN
l }
-3-

w� w
an Amendiiieut to Include Ss&WCC Chronic Rainfall Practices and Standards through March 31 20M
1. If this facility can comply Witt its existing permit and CAWMP it must do so.•
Temporary Addition of New Sprayfields(*)(Check appropriate boxes.)
0 A. acres of cropland. List crop types used:
[j B. acres of hardwood woodland @ 100 lbs PAN/acre added.
[j C. —acres of pine woodland added C 60 lbs PAN/acre added.
3. Summer Perennial Grass(Check appropriate box.)
WA. Application window extended for t. a.7 _acres of perennial grass until first killing frost. '
(j B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
4. PAN Application Increased for Small Grains&Winter Grasses to be harvested.(Check appropriate box.)
(j A. PAN application increased up to 200 lbs per acre for acres of small grains or winter=grasses to be harvested.
( K PAN.application increased up to 150 lbs per acre for acres of overseeded summer perennial included in
5.' Waste Analysis(Check appropriate box.)
04t Prior to December 1',.1999 the calculation of PAN will be based on a 35%reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (current waste analysis must be used after Dec.1
[j B.Use current waste analysis to determine PAN.
6. Ren_uired_-Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A.. • Use of higher seeding rates,
$:�' Timely.harvest of forage to increase yield,and
C. Irrigating during periods of warmer weather.
V ,
7. Re uii ed-Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent,light irrigation applications,and
B. Not irrigating immediately before predicted rainfall.
8. The owner/manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts,ensure compliance with the facility's permit and amended CAWMP,and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner/operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number L- w fir ) Icr G f rti
acility Name
Facility Owner!Manager Name(PRINT) Tec nical Specialist Name(PRINT)
nJ41
Facility Owner I Manager Signature T nical Specialist Signature
• Date- Date 1/'-2'1 —cl jj
,'This document must be filed at the SWCD office and be attached to the facilities CAW12P
and be available for inspection at the facility.
M New temporz.Vsprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/12/1999

State of North Carolina
Department of Environment `4A
and Natural ResourcesDivision of Water Quality, . �Y , 11
James B.Hunt,Jr.,Governor N DEN
Bill Holman,Secretary3- R
Kerr T.,Stevens,Director_ _ NORTH CARouw, DEPA8TME14T Or
i. ENvIRONMENr AND NATURAL RESOURCES
November 10, 1999
Dear Producer,
On November 5, 1999, the Soil and Water Conservation Commission adopted Best Management Practices
(BMPs)for animal.facilities in counties that were adversely affected from the heavy rains-and flooding from
Hurricanes Dennis, Floyd and Irene. Since your facility is located in one of these counties, please find
attached a copy of these procedures. You will also find attached a copy of the CAWMP Amendment Form
that will allow you to operate under these BMPs during this emergency period.
These BMPs will allow some additional flexibility in the operation of certain waste management systems
up until March-31, 2000. However, these BMPs will not resolve all the problems currently being
experienced at many animal facilities. The BMPs will not allow all facilities to continue to maintain their
current number of animals on the facility,nor do they allow for a discharge from the facility.
It is extremely important that you immediately evaluate the status of your current animal waste management .
system and determine your ability to manage the waste currently i$your system as well as the.waste that is
being generated by the animals on the facility. If you need,and qualify for,the additional flexibility that
is provided by these procedures,you must contact a Technical Specialist for assistance on or before
December 1,1999 and complete the attached CAWMP Amendment Form on or before December 31,
1999. Please read the attached Form carefully. It is extremely important that you understand the procedures
and the requirements that must be met.
Facilities that do not choose to operate under these BMPs will be required to immediately comply with all
the conditions of their permit and their Certified Animal Waste Management Plan (CAWIAP). Any
violations of either the permit or CAWMP will subject the facility to appropriate enforcement actions
including,but not limited to, civil penalties,criminal penalties and injunctions.
If you have any questions on this procedure, please do not hesitate to contact our DENR Regional Offices
and talk with a staff member of either our Division of Water Quality or our Division of Soil and Water
Conservation. Also, we suggest you contact your local Soil and Water Conservation District Office and
local N.C. Cooperative Extension Service Office.
Sincere y,
Kerr T. Stevens
.
1617 Mail service Center,Raleigh,North Carolina 27699-1617 Telephone [phone] Fax 919-71s-6048
An Equal Opportunity Affirmative Action Employer So%recycled/1o%post-consumer paper.

•t�.
in Amendment to Include S&WCC Chronic Rainfall Practices
., and Standards through March 31,2000
1. If this facility eaii comply wil its existing permit and CAWMP it must do so.•
Temporary Addition of New Sprayftelds(0)(Check appropriate boxes.)
p A. _acres of cropland. List crop types used:
H B. _acres of hardwood woodland @ 100 lbs PAN/acre added.
(I C. _acres of pine woodland added @ 60 lbs PAN/acre added.
3. Summer Perennial Grass(Check appropriate box.)
PA. Application window extended for q,- acres of perennial grass until first killing frost
p B. An additional 50 lbs of PAN applied to_acres of perennial grass prior to killing frost•
4. PAN Application Increased for Small Grains&Winter Grasses to be harvested.(Check appropriate box.)
q A. PAN application increased up to 200 lbs per acre for acres of small grains or winter-grasses to be harvested.
1411f. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3•:-B:
5. Waste Analysis(Check appropriate box.)
8-it Prior to December 1'. 1999 the calculation 9f PAN will be based on a 35%reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (iturrent waste analysis must be used after Dec.1 .)
0 B.Use current waste analysis to determine PAN.
6. Reguired-Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
B. Timely.harvest of forage to increase yield,and
C. Irrigating during periods of warmer weather.
7. Required-Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent,light irrigation applications,and
B. Not irrigating immediately before predicted rainfall.
S. The owner/manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts,ensure compliance with the facility's permit and amended CAWMP,and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner/operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number-2 Li Te►rr M; 1 ter ra.�v"
acility Name
Facility Owner/Manager Name(PRINT) Technical Specialist Name(PRINT)
Facility Owner/Manager Signature T nical Specialist Signature
Date_ Date_ •z°1
This document must be filed at the SWCD office and be attached to the facilities CAWINLP
and be available for inspection at the facility.
(s)New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/12/1999

State of North Carolina
Department of Environment ' • •
y— and Natural Resources
Division of Water Quality
James B.Hunt,Jr., Governor NCDENR
Bill Holman, Secretary
NORTH NA DEPARTMENT OF
Kerr T.Stevens,Director
ENVIRONMENNTT A ANND NATURAL RESOURCES
October 19, 1999
Dear Animal Wastewater System Owner or Operator,
House Bill 1160,the Clean Water Act of 1999,was ratified by the North Carolina General
Assembly on July 20 and signed into law by the Governor on July 21, 1999. This legislation has placed
significant, new reporting requirements on those entities that own or operate wastewater treatment and
collection systems.This letter is provided as guidance to assist you in meeting this aspect of the new
reporting requirements.
Spill Notification
One of the new requirements that became effective October 1, 1999 for all wastewater facilities
that collect or treat wastewater is that they must notify the public of wastewater spills. Wastewater facility
owners or operators must issue a press release after a discharge to surface waters of 1,000 gallons within
48 hours of first knowledge of the spill by the owner/operator. The law requires that the press release must
be issued to "all electronic and print news media outlets that provide general coverage in the county where
the discharge occutrecl." A copy of the press release must be maintained for one year by the
owner/operator. This press release is required in addition to the permit requirement of contacting the
North Carolina Division of Water Quality (DWQ). A list of media outlets, sorted by County, and a sample
press release are attached for your reference.
If a discharge of 15,000 gallons or more reaches surface water, a public notice is required in addition to the
press release. The public notice must be placed in a newspaper having general circulation in the County in
which the discharge occurred and the county immediately downstream. A sample public notice format is
also enclosed for your reference. If a discharge of 1,000,000 gallons of wastewater or more reaches
surface waters, the DWQ regional office must be contacted to determine in what additional counties, if
any, a public notice must be published. A copy of all public notices and proof of publication must be sent
to the DWQ to the attention of"NDCEU"at the letterhead address within 30 days of publication. A
sample public notice is attached for your reference. The minimum content of the notice is the location of
the discharge,estimated volume,water body affected,steps taken to prevent future discharges and a phone
number and contact name.
As was noted at the beginning of this letter,there are several new reporting requirements as a
result of the Clean Water Act of 1999. As a stakeholder in environmental regulation, you are encouraged
to review the entire scope of the Act to see if other part apply to your operations. A copy of the Act can be
can be viewed on the North Carolina General Assembly's web site at
httl)://www.ncLa.state.nc.u.9/html 1999/bills/ratified/house/hbi I l 160,fu I l.html.
If you have any questions, please contact your DWQ Regional Office or(919)733-5083 ask for
the Non-Discharge Compliance and Enforcement Unit for the spill notice requirements.
Sincerely,
Kerr T. Stevens
1617 Mail Service Center,Raleigh,North Carolina 27699.1617 Telephone [phone] Fax [phone]
An Equal opportunity Affirmative Action Employer 50%recycled/10% post-consumer paper

Example of Animal News Release
Notification of Wastewater Spill in Sampson County
House Bill 1160,which the General Assembly enacted in July 1999,requires that
municipalities,animal operations,industries and others who operate waste handling
systems issue news releases when a waste spill of 1,000 gallons or more reaches surface
waters.
In accordance with that regulation,the following news release has been prepared
and issued to media in the affected county(ies):
The John Doe Animal Farm of Springfield had a wastewater spill October 1, 1999
of an estimated 1,000 gallons from a spray field near the intersection of State Road 1445
and Big Curve Road. The untreated wastewater spilled into an unnamed tributary that
flows to Big Creek in the Cape Fear River Basin.
The Division of Water Quality was notified of the event on October 1, 1999 and is
reviewing the matter. For information contact the John Doe Animal Farm at(457)968-
2254.

Form and Content of Public Notices of Discharges Required by
House Bill 1160
Minimum content for all the types of facilities includes:
1.Name of facility
2.Location of discharge
3.Estimated volume of untreated waste entering Water of the State
4.Time and date discharge occurred
5.Duration of discharge
6.Water body that was discharged into including creek and river basin if applicable
7.Action taken to prevent further discharge
8.Contact person and phone number
Content of Notice for Owners or Operators an Animal Waste Management System
NOTICE OF DISCHARGE OF ANIMAL WASTE
The Animal facility had a discharge of untreated wastewater from our animal waste system_ohm og nent
e.g.lagoon,flushtank).of approximately gallons. The discharge occurred on month,day,time for
approximately hours. The untreated wastewater entered( creek of the) river(basin). The
(list action taken)e.g. :wall was repaired,blockage removed to prevent further discharge. This notice
was required by North Carolina General Statutes Article 21 Chapter 143.215.C.For more information
contact(name or title and phone number) j
Example:
NOTICE OF DISCHARGE OF ANIMAL WASTE
The Greenwood Farm facility number 95-456 on State Road 1147 near Greenwood Valley had a discharge of swine
waste of approximately 30,000 gallons. The discharge was fast discovered on December 7, 1999 at 2:00 p.m.and
lasted for approximately 5 hours. The untreated waste entered Horsefly creek of the Cape Fear River. The lagoon
wall was repaired to prevent further discharge. This notice was required by North Carolina General Statutes Article
21 Chapter 143.215.0.For more information contact Facility Manager,John Doe at(919)555-1414

Wilmington Regional Office Media Contacts by County
Brunswick Brunswick continued Columbus continued
The State Port Pilot WENC
` The Myrtle Beach Sun-Times Weekly: Wednesday Radio
Daily P.O.Box 10548 108 Radio Station Road
P.O.Box 406 Southport,N.C.28461 Whiteville,N.C.28472
Myrtle Beach,S.C.29758 910-457-4568 910-642-2133
1-800-568-1800 Fax:[phone] Fax:[phone]
Fax:[phone] [e-mail]
www.myrdebeachaccess.com
WTAB/WYNA
Carteret Radio
WCCA P.O.Box 127
Radio Tabor City,N.C.28463
P.O.Box 1550 WRHT/WCBZ 910-653-2131
Shallotte,N.C.28459 Radio Fax:[phone]
910-754-9840 P.O.Box 1019
Fax:[phone] Morehead City,N.C.28557
252-247-2002 WTXY
Fax:[phone] Radio
WLTT [e-mail] P.O.Box 1038
Radio Whiteville,N.C.28472
P.O.Box 1550 910-642-8214
Shallotte,N.C.28459 WTKF Fax:[phone]
910-755-5683 Radio WTXY [e-mail]
P.O.Box 70
Newport,N.C.28570
WVCB 252-247-6343 WVOE
Radio Fax:[phone] Radio
P.O.Box 314 Route 3,Box 39B
Shallotte,N.C.28459 Chadbourn,N.C.28431
910-754-4512 WFXI-TV(FOX-Channel 2) 910-654-5621
Fax:[phone] Television Fax:[phone]
P.O.Box 2069
Morehead City,N.C.28557
Brunswick County News& 252-240-0888 News/Times
Shopper Fax:[phone] Weekly: Wednesday
Weekly: Tuesday 114 East 1 st Avenue
P.O.Box 1279 Chadbourn,N.C.28431
Shallotte,N.C.28459 Carteret Co.News-Times 910-654-3762
910-754-8662 Tri-weekly: Sunday, Fax:[phone]
Fax:[phone] Wednesday,Friday
P.O.Box 1679
Morehead City,N.C.28557 Tabor City Tribune
The Brunswick Beacon 252-726-7081 Weekly: Wednesday
Weekly: Thursday Fax:[phone] P.O.Box 67
P.O.Box 2558 [e-mail] Tabor City,N.C.28463
Shallotte,N.C.28459 910-653-3153
910-754-6890 Fax:[phone]
Fax:[phone] Columbus
[e-mail]
News Reporter
Bi-weekly: Monday,
Thursday
P.O.Box 707
Whiteville,N.C.28472
910-6424104
Fax:[phone]
11/04/99

Wilmington Regional Office Media Contacts by County
Duplin Duplin continued New Hanover continued
Duplin Times/Pink Hill WKOO
Mount Olive Tribune Review Radio
Bi-Weekly: Tuesday,Friday Weekly: Thursday 307 Johnson Blvd.
P.0.Box 709 P.0.Box 69 Jacksonville,N.C.28540
Mount Olive,N.C.28365 Kenansville,N.C.28349 1-800-849-4530
919-658-9456 910-296-0239 Fax:[phone]
Fax:[phone] Fax:[phone]
WSFM
Wallace Enterprise Warsaw-Faison News Radio
Bi-Weekly: Monday, Thursday• Weekly: 'Thursday P.0.Box FM 107
P.0.Box 699 P.0.Box 427 Wilmington,N.C.28402
Wallace,N.C.28466 Warsaw,N.C.28398 910-772-6300
910-285-2178 910-293-4534 Fax:[phone]
Fax:[phone] Fax:[phone]
WWQQ
Sampson Independent New Hanover Radio
Daily 721 Market Street,Suite I01
303 Elizabeth Street Wilmington,N.C.28401
Clinton,N.C.28328 WAAV 910-763-9977
910-592-8137 Radio Fax:[phone]
Fax:[phone] 211 North Second St.
Wilmington,N.C.28401
910-251-9228 WELT TV(NBC-Channel 6)
WDJS Fax:[phone] Television
Radio P.0.Box 4029
P.0.Box 479 Wilmington,N.C.28406
Mount Olive,N.C.28365 WBMS 910-791-6681
919-658-9751 Radio Fax:[phone]
Fax:[phone] P.0.Box 2578 [e-mail]
Wilmington,N.C.28402
910-7634633
WEGG Fax:[phone] WSFX-TV(Fox-Channel 26)
Radio Television
P.0.Box 608 1926 Oleander Drive
Rose Hill,N.C.28458 WGNI Wilmington,N.C.28403
910-289-2031 Radio 910-343-8826
Fax:[phone] 1890 Dawson Street Fax:[phone]
Wilmington,N.C.28403
910-763-6511
WLSE Fax:[phone] WWAY-TV (ABC-Channel3)
Radio Television
P.0.Box 520 P.0.Box 2068
Wallace,N.C.28466 WHQR Wilmington,N.C.28402
910-285-4900 Radio 910-762-8581
Fax:[phone] 254 N.Front Street Fax:[phone]
Wilmington,N.C.28401 http://www.wilmington.net/wway
910-343-1640
Advertiser News Fax:[phone]
Weekly: Wednesday [e-mail]
P.O.Box 407
Beulaville,N.C.28518
910-298-3152
11/04/99

Wilmington Regional Office Media Contacts by County
New Hanover continued Onslow continued Pender continued
The Challenger WXQR Topsail Voice
Weekly: Thursday Radio Weekly: Wednesday
P.0.Drawer 1679 P.0.Box 658 P.0.Box 880
Wilmington,N.C.28402 Jacksonville,N.C.28540 Hampstead,N.C.28443
910-762-1337/1-800-462-0738 910-455-2177 910-270-2944
Fax:[phone] Fax:[phone] Fax:[phone]
[e-mail]
The Island Gazette WC71 TV(ABC-Channel
Weekly: Wednesday 12)
Pleasure Island Plaza B-4 Television
P.0.Box 183 305 Johnson Blvd.
Carolina Beach,N.C.28428 Jacksonville,N.C.28540
910-458-8156 910-455-8812
Fax:[phone] Fax:[phone]
Wilmington Journal Richlands-Beulaville
Weekly: Thursday Advertiser News
P.0.Box 1618 Weekly: Wednesday
Wilmington,N.C.28402 P.0.Box 487
910-762-5502 Richlands,N.C.28574
Fax:[phone] 910-324-5062
[e-mail] Fax:[phone]
Onslow Tideland News
Weekly: Wednesday
P.0.Box 1000
The Daily News Swansboro,N.C.28584-1000
Daily 910-326-5066
P.0.Drawer 196 Fax:[phone]
Jacksonville,N.C.28541
910-353-1171
Fax:[phone] Pender -
WJCV Pender Chronicle
Radio Weekly: Wednesday
P.0.Drawer 1216 P.0.Box 726
Jacksonville,N.C.28541 Burgaw,N.C.28425
910-347-6141 910-259-2504
Fax:[phone] Fax:[phone](manual)
WJNC
Radio Pender Post
P.0.Box 1691 Weekly: Wednesday
Jacksonville,N.C.28541-1691 P.0.Box 955
910-455-2202 Burgaw,N.C.28425
Fax:[phone] 910-259-9111
Fax:[phone]
11/04/99

O O
DISASTER ASSISTANCE
IS AVAILABLE NOW
• If you sustained losses or damage in one of the counties declared a
federal disaster area, you may be eligible for federal and state
disaster aid.
APPLY BY PHONE
1=800=462.9029
(TDD 1-800462=7585 FOR THE SPEECH
AND HEARING IMPAIRED)
i
When you apply for disaster assistance please have the following
available:
> Social Security Number (including spouse)
> Address and zip code of the damaged property
> Directions to the damaged home or property
> Telephone numbers where you can be reached
during the day
APPLY'TODAY
YOU MAY BE ELIGIBLE, BUT YOU MUST APPLY
Help May include:
Temporary housing or repairs
Low interest loans to homeowners, renters and business owners
Grants for individuals and families
NEED INFORMATION? call the
H E LP LI N E at 1=800=525=0321
For Hearing and Speech Impaired, Please Call:
TDD: 1400-660=8005
NON-01SCRiM1NATiON STATEMENT: Federal law requires that disaster aid be men to a fair and impartial manner.
vOwl st discrineination an the grounds of race.color.religion.rrationailty.sex.age.handicap.or economic status.

To apply for disaster assistance call 1 800 462 9029
The President of the United States issued his Business Loans Disaster loans through the Small
disaster declaration, flooding victims In the counties Business Administration are available to businesses
declared disaster areas became eligible for financial which must repair or replace their business facilities,
m� assistance through a variety of federal, state and local inventory, machinery or equipment. The maximum
programs. Detailed Information about these programs loan amount under this program Is$1,500.000.00.
can be obtained by calling the Disaster Hotline number,
800 462-9029(TDD 1-800-462-7585). Tax Assistance - The Internal Revenue Service
Housina Assistance - The Temporary Housin allows non-insured casualty losses incurred on home,
p ry g personal property and household goods to be
Assistance Program assures that people whose homes deducted. To obtain advice and/or assistance on
are damaged by disasters have a safe place to live until disaster-related losses, contact your 1ocal Internal
repairs can be completed. There are three basic forms Revenue Service office. Also your county Tax
of temporary housing;re�assigWrice.essential home Assessor can provide Information and assistance on
re ,and mobile hgmmg assistance. This assistance Is possible property tax relief.
provided If the applicant's own Insurance will not provide
for temporary housing. Assistance for Fanners-Farmers who have lost
Individual and Family Grants This program. crops,machinery or suffered damage to their properly
P g can contact their local Farmers Home Office or their
administered by the state but underwritten with 75 local ASCS office for information on programs
percent FEMA funding. can provide grants of up to available for relief.
$13,800.00 to meet disaster-related serious needs and
necessary expenses not provide for by other programs Social Security Benefits-Assistance is available
or Insurance. One test for grant eligibility requires, from the Social Security Administration in expediting
among other things, a decision by the SBA that the delivery of checks delayed by the disaster. The SSA
applicant is ineligible for a disaster loan. Among needs alto can help Individuals apply for Social Security
that can be met with grant funds are housing repairs, dpabliity and survivor benefits. Additional information
home cleaning and sanitation, necessary household is available by calling the Social Security
items, replacement of tools of the applicant's trade, Administration.
clothing, transportation, and medical and dental
expenses. Application deadline is 60 days from the Veterans Benefits-The Department of Veterans
declaration. Affairs can expedite delivery of Information about
HomelPersonal Loans - The Small Business benefits, pensions, insurance settlements, and VA
Administration can make federally-subsidized loans to mortgage loans. For Veterans expecting benefit
checks who no longer have mail receptacles,the local
repair or replace homes, personal property or businesses which sustained damages not covered by post Office will hold checks for two weeks,rather than insurance. Home loans amounts are limited to the regulation 24 hours.
$200,000.00 to repair / replace real estate. Home Legal Assistance - available for free to disaster
owners and renters are limited to $40,000.00 to
repair/replace personal property. victims on matters such as replacing legal documents,
transferring titles,contracting problems,will probates,
Insurance problems and certain landlord related
Fmerstency Assistance-Emergency food,clothing, issues.
shelter, and medical assistance may be provided to
Individuals and families needing such assistance as a Mental Health-Services will be available to assist
result of the disaster. Assistance can be provided by the disaster victims with emotions experienced by disaster
American Red Cross,the Salvation Army,church groups victims. Those emotions include feelings of grief,
and other voluntary organizations. depression and loss caused by disasters.
Unemployment Assistance - Weekly benefit
payments to individuals who are jobless as a result of the
disaster are available through the Employment Security
Commission. Requirements to qualify for assistance are
the same as for those who are unemployed through no
fault of their own. Also,there is a disaster employment
program which covers people who are entailed to
receive benefits are self-employed. Eligible Individuals
rol", may apply for benefits at any Employment Security
Commission office.

REFS S DISASTER ASSISTANCE
FEMA Teleregistration 1-800-462-9029
TDD # 1-800462-7585
FEMA Helpliiae 1-800-525-0321
TDD # 1-800-660-8005
FEMA Fraud Hotline [phone]
FOR ASSISTANCE ON CALL PHONE
Agricultural Aid U.S. Dept. of Agriculture Local Agent
Tax Assistance IRS 1-800-829-1040
IRS (TDD #) 1-800-829-4059
N.C. Department of Revenue 1-919-733-3981
SBA Disaster Loans Small Business Administration 1-800-359-2227
(#K\ Disaster Unemployment Unemployment Office Local
Unemployment `
Office
Emergency Assistance American Red Cross 1-800-989-2721
Insurance Information State Insurance Commission 1-800-662-7777
(NFIP)National Flood Insurance
Program 1-800-427-4661
Legal Services 1-800-662-7407
Consumer Protection Attorney General's Office 1-919-716-6000
TTY 1-919-716-6430
Social Security Social Security Administration 1-800-772-1213
Veterans Benefits Department of Veterans Affairs 1-800-827-1000

t^�
Section VII
I Odor Control BMP
Checklist
2. Insect Control BMP
Checklist
3 . Mortality Man.a9ement
Methods

Mortality h-Ianagement Methods
(check whichtncthod(s) are being implemented)
+
tJ Burial three rect beneath tile* surracc or the ground Within 24 Tours after _
knowled;:c or the death. The burial must be at least 300 feet from tiny (lowing
stream or public body of water.
•i Rendering at a rendering plant licensed uncle
1 r G.S. 1 Uti-]G3.7
i Complete incineration
0 In the case of dead poultry only, placing in a dispogal pit of a size alld'dcsIgn ,•
approved by tlic Department of AJricttlture
G Any method Which in the professional opinion of the State Veterinarian would'
make possible the salvage or-part of a dead animal's value Without endangering
human or animal health. (Written approval of the State Veterinarian must be '
attached)
Insect Control Checklist for Animal Operations
• Nuurce Czutse .
IIMI's Io Cow roil lusect title tiperiGe 1'rnrtlres
fIlls h Cullers I,iquld Syslcn+s
Acctttttitlaliut+of xalids CI Fill sysIcut is desIgned anti uperah:d
surlicicnlly la rcutuvc nccunndalcd solids!ruin
gullers as dmigucd. .
O lientove W1141ng of accnnudalcd sulids pl
Lagnuat tnid Ph +1' irga
• Gusled valid: Mulutnht fugaons.selllinJ;bash+:and pits where
• pest breeding is apparent to utininllze the '
cntsling orsolids to n depth orno more than G
' es over more Him 70%orsurface.
.hces>ive VCJ;eluiive . U7tiayatg uggladu++ W M11iIII+1ht vegel+diva couUot 111011C banks ar 0131VIlt lagnons and idler 1lnpoun+lnlcnis to prevent
accu+nul:+lion ordcenying vcaclative utatter .
alung WOWS edl;e on impoundment's perimeter.

• SwIne Farm Wasto M111agement Odor Con(rot Checklist
- •-----_— -_.-�...� _
IlA1l'x lu IUIalnlize t)do1• _ Sill:511CClllr I'ruclicrs - -
I'illlll)11 if1) • Swillc 111Ut111cliUn Cl Vcgclalive orwool(cll 1lnrrels;
CI lit' lliclultai llest Inn ll-.Iccll tell I limclices.
Conti jndgnllml alld cnntulnu scuso
ABlolal 111U1y SIUfi1Ce! !)illy htnlltlrc-covcrcd auilnills Cl 1)ry( rs
1.Im1r sin races Wei lllautlre-cuvcrl.•1l 1111n1 s
:;lulled!lours;
alerers loculcd uvcr slultcd noors;
0 recders Id Ill&cud orsulid floors;
C1 :�c nlululrc huilrlup rrolll floors;
.21 UI am vcul(lalinu for dryilsg
Manure culleclinn lolls Ilrinc; Ficllueut lumitirc removal Ily 1hash,lift techurge,
• Ilitliial nl(cruh(al dccougtnsiliou orscrupe;
f_1 UnlI• Iloor' vcnlilutiuu
VCui~il�lli+lll�altau1l funs • Vullllilc gooses;
- 1'0ll 111Cllpl{CC;
I)Ilxl :rr I IllrlUove111Ci1t
h111our Sill US Dust Ce Wushdnwo bctmen gruups urunilullls;
rl I�eet1 na11111ives; .
CI Feeder covers; .
C1 !!cell delivery duwuspniri exicudcrs Io recdea•
covers -
l�luxh lurks Agiluiiva urrecycled lagoon covers
chi er inuk caul rs;
liquid while lurks life filling 0 lixtend rill lhics lu ueur hullnut orilull:s%villa
Milli-Sl lholl vealls
Flmh IIIICps Agiluliull during%vllsll:wtlt+r Cl Undcrfluor flush wilh undcrllour vewiludi n
crinveyullcu
1111 lechurgc points • Aghufluil of recyclell lagoon f_1 1'sxlend aechurgc Guts lu near Ilulllnn lli'pils
lirinid whild Iiiis tiro filling Willi nnil-siphon veins
Lill sLll(1nu • A1-huliuu daring sump tank fl liIiingSunyl Milk covers
ullil drawiluwn •.
1 w{sillu!!loll cullcciluil • Agilutunl+luruig wuslewutcr Cl Ilux Covers
Uf'lulClltlH Itt{zCs cullveyAilcu
�.,,' AMfIC. cI%dler 11,1996, I'uou 3 ,

lIN•II's to t111ohuirl:f)dar Slit•--' "�"' ;"""'"'~•""""'~"w•�
lied of dr:►iapipt litAgit:llialt durinJ;tvasl�lvalcf •lpedlic I r acllCts
lagoon Cl Lxlelul discharge point of pipes undenlcalh calmymtcc In 'Auld It:vcl
1.uguutl Sill faces Volnlilc gas colissiulls; ,
Proper lagoon liquid cnpncily;
A• inlallo nl mixing; (1 Colrect lagoon slaallpt procedures;
• gi1;Ulatr Cl Mlinlaluln surraco lira-Io-vollnoc ratio;
• Cl Mlininnun ngilntlon wllcn.pnnaphtg;
Cl Mlcchatllcal acrallull;
If iltillit IrillUer hiologic ll nddillves
b I Iligb 11 sore:n'itatiuu
nur�l�s � 1.3 ln•igalu on dry days tvith liltlu or no tvind; •
• Wind drill
C1 Mlhilnunn rccoutincudccl operating pressuic;
CI 1'untp intake nenr lagoon liquid surftice;
Cl pomp front sccand-srnl,a lagoon
M111i1p:Will;11f ltasill • I';11t1;111111L'fl,t►1:11 Ileealll IIISIIII►11;
slu face I l Ilullom or mitllcvcl It., tin;
• Mixing while frllinc; Cl Tank covers;
• Agliation%vbcil cniptylllg a misia surfncc:ntnis ofsolids;
Cl Proven biological additives or nxidauls
Scnliag b;aiu sm I�,t : 1'allial mi�rul►inl dt catty►nsiliurl; Cl Isxlcnd drainpipe aollels mulcrncnllt liquid
• Mixing while filling; • It.-Val;
• Agilcll(all ivllen cotplying Ci Remove scIlled sulills regularly
}aim rc,slurry ur sludge • Agilaliaa tvhcu sllrcalling;
spreader oullc:is C1 Soil iajecliorl ul's lift ry/shnlgcs;
• Volatile gas emissions CI Wns"residual meagre from sprcadt;r Our use;
Cl Proven 11iu1011luill ndtlillves or oxhhulis
Ilncuverell nrronre, Vr►I;llile gas cmissiaus while
slun•y or sludge on lielll drying O .►ua)uljcellon of slurry/shnlges
snllirces n Sail blcorpornlion wilhin'IQ hrs.;
C1 Spread in Illin uuifium layers fur rapid clryiug;
fl Prover 'le;tl additives ar oxidants
Deal 1 uni►nals Calcuss detollipositiolt
'roper disposil!on of enrcnssey
Ilc;pl uaiorll dispu>al - Carcass decaulpusiilull CI CalllpJctc cuverim.. of curt:nsses iii inrrial ,its:
Ails
Cl Proper locntiou/consirrction ol'd!spos;ll pits
lit:ioelatills lneootplelc cuu►Inulilrn CI Sccnml;ny stacl: I►ulr►cls
+; ; . Ak1t1 'uveluber 11, 191)fi, 1'apu'I

Snnrce Cuusa
Sltuuling 1v:llrrurollt111 • Iulpl filler llrainaLc; t1111{'s to R1lnlnllcc(Alu1• ,• .
lbcililics <ilildc alill 1111111Sculle Such Illat water 1lruills .,Ile S 1c1 lllc I'l licllccs
• Microblul decamposmoll of nwny front facililles
• orl;anic mailer
111111111it Iracl:%;U 111110 • I'Oully I11a1111ai11Cd acCCSS roads , '
public fundsaccess farm r1 faint access road/nnilllcnauco
Addliional Illfnnitallan
•• Slvinc tiiailurl:h,fauagcuicnl; 02011 Itulclll 4111'uckci . Avallnblc rrnIII S1vin1:I'rolGul'oil l-arin Iblenliul Odar Soutecs and Iteluclllrs; IillAl?tact Sbect
SwIlle 1'ru111lctlou l:acillly Munnrc Muunl;cutcut:I'll Itecl nr�e- NCSII.Cululty lixleusinu Cculer
Swh1c 1'rnducdinl i'acility bluuuiu Mnnugellical:Unllcrllanr trill 111-l.ugj)uII IrrcuUncnl; IIHIA?[lA I IZ9-SB NCSU- IAI! .
t•aglllln I)lsilln Hurl hlanul;catcnt fur Wvesrock Manare Treuln1e111 and Slorn�c• s AICSU-IIAI:
Caiillralloo of Manure and Wastelvaler Appllcalloa L'qulpntcnl; LIIA(i l�ncl S11ceMAl• 1 Q7-83 NCSI l-IlAls
Coulndling Odors fro"'Swlnr 11111ld'uiP; I'll1-33 NCSU-lIAI!
I:nvlronnlculal Assurance I'ro� 1 1 NCSU-IIAH
i l,raai: Nl 1 C Maiuial NCSU-Swine RXIC11slull
Clpilnns flit I�ianal;tn�Odor: n teport from[ha Slvlac Odor Task Purco
•�� Flulssurca Concerns 111 Auinlal Manure Managenicnt:Odors will plies• I'It0 n NC furl:('rulhlccrs Assoc .
1 7. 1995 Conference I'roccclilu s NCSU ALrl Cnnlillln ilcaslnlis
C rlorldn c.onpernlivu I,xlcllsloll
A hit It:•j 'collier 11.1996, 11040 5 .: •:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------ - �
L
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.3 This temporary
storage, less 25 yr- 24 hr storm, contains 21639 cubic feet or
161857 gallons.

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN ,
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.7 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.8 . This temporary
atarage, less 25 yr- 24 hr storm, contains 21347 cubic feet or
159675 gallons.

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

Swine Faun Waste Management Odor Control Checklist
Source
Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production O Vegetative or wooded buffers
O Recommended best management practices
O Good judgment and common sense
Animal body • Dirty manure-covered O Dry floors i
surfaces animals
Fluor surfaces Wet manure-covered floors O Slotted floors
O 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 • Urine O Frequent manure removal by flush, pit recliarge,
pits • Partial microbial or scraps
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases O Fan maintenance
fans • Dust O Efficient air movement
Indoor surfaces • Dust O Washdown between groups of animals
O Feed additives
O Feeder covers
O Deed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling O Exterid fill lines to near bottom of tanks with
anti-siphon vents
l
r

t
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto Poorly maintained access 0 Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAG
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—BAF.
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; P11-1-33 NCSU—Swine 1x ension
Environmental Assurance Program;NPPC Manual N.C: Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative; Extension

Swine Farm Waste Management Odor Control Checklist
Source Cause Ismps to Minimize Odor Site Specific Practices
Storage tank or a Partial microbial O Bottom or midlevel loading
basin surface decomposition O `Tank covers
• Mixing while filling O Basin surface mats of solids
Agitation when emptying O Proven biological additives or oxidants
Settling basin • Partial uiicrobial O Extend drainpipe outlets underneath liquid level
surface decomposition O Remove settled solids regularly
Mixing while filling
• Agitation when emptying
Manure,slurry, or • Agitation when spreading O Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions O Wash residual manure from spreader after use
outlets Cl Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry,or sludge on drying O Soil incorporation within 48 hours
field surfaces O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Bead animals Carcass'decom posit ion O Proper disposition of carcasses
Dead animal • Carcass 41ccomposition O Complete covering of carcasses in burial pits
disposal pits O Proper location/construction of disposal pits
incinerators • incomplete combustion Cl Secondary stack burners
Standing water a Improper drainage O Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agita;tion during sump tank O Sump tank covers
filling and drawdown ;
Outside drain • Agitation during wastewater O Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater O Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions O Proper lagoon liquid capacity
• Biological mixing O Correct lagoon startup procedures
• Agitation O Minimum surface area-to-volume ratio
O Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation O Irrigate on dry)
O Minimum rec days with little or no wind
nozzles • Wind drill ommended operating pressure
Cl rump intake near lagoon liquid surface
0 Pump from second-stage lagoon

Insect Control Checklist for Animal Operations
Cause 13MPs to Central insects Site Specific Practices
Source _-
Liquid Systems _.
Flush gutters Accuniulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids D 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 to g inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation O Maintain vegetative
control
along to o
s banks
f
growth lagoons an impoundments po
nt
accumulation of decaying vegetative matter along
water's edge:on impoundment's perimeter.
Dry Systems _
Feeders Feed spillage [I Design,operate,and maintain feed systems
(e.g.,bunkers and troughs) to minimize the
accumulation of decaying wastage
CI Clean up spillage on a routine basis(e.g., 7- to 10-
day interval during summer; 15-to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause d3MPs to Control Insects Site Specific Practices
Peed storage • Accumulations of feed O Reduce moisture accumulation within and arotind
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adeyu�tte containment(e.g.,covered bin
for brewer's grain and similar high moisture grain
products) .
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal O Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break tip
accumulated solids as needed)
Dry manure • Accumulations of animal O Remove spillage on a routine basis(e.g.,
handling 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
O Provide for adequate drainage around manure
stockpiles -
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Mortality Management Methods
(Check which method(s) are being implemented.)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached.)