310445_Application_20240221

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all Information and make any necessary corrections below.
Application must be signed and dated by the Pernuttee.
1. Certificate Of Coverage Number: AWS310445
2. Facility Name: TeM Miller Farm sites 1&2
3. Permittee's Name(same as on the Waste Management Plan): Terry G Miller
4. Permittee's Mailing Address: 395 Jackson Store Rd
City: Beulaville Ito-2-qo-zqo I State: NC Zip: 28518
Telephone Number: 910 � 9410eN-ag. E-mail: - A tminotM1lIe.�G�lq 1y lrgt,lA;( Co W►
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):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
TM1 Lagoon 8/18/1994 Full,clay 84,798.00 15,416.00 19.50
TM2 Lagoon 8/15/1995 Full,clay 83,268.00 14,976.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste-Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 7-6 r r�G , ,1,79,'Ilr ✓ Title:
Signature: Jt,_.7 �Q �� ��T Date: 2
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

1 Nutrient Management Plan For Animal Waste Utilization
06-27-2005
This plan has been prepared for: This plan has been developed by:
Terry Miller Farm Fac 31445 Billv W Houston
Terry!Miller Duplin Soil& Water Conservation
1772 Pasture Branch Rd PO Box 219
Beulaville, NC'8518 Kenansville, NC 28349
910-289-2940 910-296-2120
13 k e�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 tht
farm named above.i have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Ri'viature(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: r✓ 12da tC 6
Technical Specialist Signature ate
------------------------------------ ------------------------------------------------------------
----------
...... -::- -------—------------------------------
445119 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 approximately 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 1,530 3417 -1,887 1,364,927 -753,727
Year 2 1,530 3515 -1,985 1,404,077 -792,877
OWN -i. *:,.......iW ----• ------------- ..........------
\'ote: In source ID,S means standard source,L'means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
445118 Database Version 3.1 Date Printed: 06-27-2005 Source Page Page I of I

Revised Addendum
To
Nutrient Management Plan
Facility Number: 31 - 445
Facility Name: Terry Miller Farm Sites 1&2
Facility Owner: Terry Miller
Facility Type: 3,200 Wean to Feeder
Current NMP Date: 612712005
Addendum Date: 101112020
Tract Field Soil Type Use. Crop Applic. N
Acres Period Applied
72198 1-2 Autr ville 4.38 Bermuda Hay 311 - 10130 270 lbs.
72198 5-7 Autr ville 3.29 Bermuda Hay 311 - 10130 270 lbs.
Addendum Narrative
This addendum is written to update bermuda pasture crop to bermuda hay. This
addendum should be attached to the current Nutrient Management Plan.
Agency: A riment Services, Inc.
Technical Specialist: Ronnie G. Kennedy, Jr.
Technical Specialist Signature:
Date: 101112020
Terry Miller-NMP Addendum 10-1-2020 2/22/2021

�~ Narrative
This WUP is written based on a wetted acres footprint completed by AGRINI ENT Services Inc.
y The Smallgrain 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 palls 3,4,8 & 9.
Summer-Annual— [Pumping Dates: 3/15--9/15]; [PAN Amounts-- I IOLbsN/Ac] This PAN Amount is a
reduction of approximately 50% and may be used with no reductions for grazing.
1�C- s, 4115 -ai-+ s; Iaf.11 HA 9,�X fe Vi4 --t; Iq .,Z-s'o
F,0 % -The 14�4v,� C,,Oe (IF: Wh e.;t—1 Dar or Rye) WhI&� Ma y
04A fed 04 P-,115 31
a �-�
445118 Database Version 3.1 Date Printed: 06-27-2005 Narrative Page Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for
N each crop in the plan. In addition,the Leaching Index for each field is shown.where available.
t -
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(Li) Soil Series Crop Sequence RYE
72198 pl 2.84 2.84 N/A Autry%ille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
72198 p2 1.54 1.54 N/A Autry�ille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
72198 p3 2.96 2.96 N/A Autry%ille Small Grain,Silage/Hay 7.0 Tons
Com,Grain 85 bu.
Small Grain,Silage/Hay 7.0 Tons
Soybeans,Manured,Double Crop 25 bu.
72198 p4 1.51 1.51 N/A Autry%ille Small Grain,Silage/Hay 7.0 Tons
Com,Grain 85 bu.
Small Grain,Silage/Hay 7.0 Tons
Soybeans,Manured.Double Crop 25 bu.
72198 p5 0.45 0.45 N/A Autrnille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
72198 p6 1.67 1.67 N/A Autty\ille Small Grain Overseed 1.0 Tons
Hybrid Bertnudagrass Pasture 5.5 Tons
72198 p7 1.17 1.17 NIA Autmille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.5 Tons
72199 p8 2.96 2.96 NiA Autry%ille Small Grain,Silage/Hay 7.0 Tons
Corn.Grain 85 bu.
Small Grain,Siluger'Itay 7.0 Tons
Soybeans,Munured.Double Crop 25 bu.
72199 p9 1.48 1.48 NIA Autry%ille Small Grain,Silage'Hay 7.0 Tons
Corn,Grain 85 bu.
Small Grain,Silage.'Hay 7.0 Tons
Soybeans,Manured.Double Crop 25 bu.
PLAN TOTALS: 16.58 16.59
445118 Database Version 3.1 Date Printed 6 27.2005
PCs Page Page 1 of
NOTE: Symbol *means user entered data.

Fot�srtrlol Le`aiElla ..:.
TerhrrtOO
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
t
-2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
<= 10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. mailable water holding capacity and improve nutrient use efficiency should be considered. Examples
l tl are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Lone-Term No-Till(778).
and edge-ol=field practices such as Filter Strips(393)and Riparian Forest Buffers(391).
445118 Database Version 3.1 Date Printed 6.27 2005
PCS Page Page 2 of
NOTE: Symbol•means user entered data.

The Wao[c Utilization table shown below summarizes the waste utilization plan for tnis operation. This plan provides an estimate of the number ul'acres W'crupland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Re(fd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source 'total Use. Applic. Applic. 1000
Tract Field 11) Soil Series Acres Acres Crop RYIi Period N N N Method N tnl/A Fans 1(HH)gals tons
72198 pl S5 Autryville 2.84 2.84 Small Grain Overseed O�� 1.0'rons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 56.72 0.00
72198 pl S5 Autryville 2.94 2.84 llybrid Bermudagrass Pasture 5.5 Tons •3/1-10/31 •205 0 0 Irrig. 205 91.89 0.00 232.56 0.0
72198 p2 SS Autryville 1.54 1.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 O.(H) 30.76 0.00
72198 p2 S5 Autryville 1.541 1.54 Hybrid Bcrmudagrass Pasture 5.5 Tons •311-10/31 •205 1 0 0 1 Irrig. 205 X 1.891 0.00 126.10 0.00
72198 p3 S5 Autryville 2.96 2.96 Small Grain,Silage/I lay SCsC 0' 7.0 Tons 9/1-3/31 •75 0 0 brig. 23 x 9n) 000 26.60 0.00
72198 p3 SS Autryvilic 2.96 2.90 Com,Grain 85 bu. 2/15-6/30 l Oj 0 015 Irrig. 1 89 35.55 O.(H 105.23 0.00
72199 p3 S5 Autryville 2.96 2.96 Small Grain,Silagell lay 7.0 Tons 9/1-3/31 •75 0 0 Irrig. 53 20.97 0.00 62.07 0.00
72198 p4 S5 Autryville 1.51 1.51 Small Grain.Silagc/l lay 7.0 Tons 9/1-3/31 •75 0 0 Irrig. 23 8 99 (1.00 13.57 0.00
72198 p4 SS Autryville 1.51 1.51 ICOM,Grain 85 bu. 2115-6/30 104 0 •15 Irrig. 89 35.55 0.00 53.68 0.0
72198 p4 S5 Autryville 1.51 1.51 Small Grain. lay 7.0'1'ons 9/1-3/31 •75 0 0 Irrig. 53 2097 0.4)(1 31.07 0.
72198 p5 S5 Autryville 0.45 0.45 Small Grain Ovcrstx:d 1.0'I'ons 10/1-3/31 50 0 0 brig. 50 19.97 O.IH 8199 0.00
72198 p5 S5 Autryville 0.45 0.45 llybrid Berntudagrass Pasture 5.5 Torts •311-1 013 1 •205 0 0 Irrig. 205 8IV) 0.00 36.85 O.OU
72198 p6 SS Autryville 1.67 1.67 Small Grain Ovcrseed 1.0 T'ons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 33.35 0.
72198 p6 S5 Autryville 1.67 1.67 llybrid l3emtudagrass Pasture 5.5'I'ons •3/1-10/3) •205 0 0 ]Rig. 205 81.89 0.00 136.75 0.00
72198 p7 S5 Autryville 1.17 1.17 Small Grain OverscLd 1.01'011s 10/1-3/31 50 0 0 Irrig. 50 19.97 0.0() 23.37 0.00
72198 p7 FS Autryville 1.17 1.17 llybrid Bcrmudagrass Pasture F55TZ- •3/I-10/31 •205 0 0 brig. 205 81.89 0.00 95.81 0.00
445118 Database Version 3.1 Date Printed: 6/27/2005 Wtf1' Page Page I ol'4
I

Waste tltil �'I'able Fear 1 7
\ilropxo Conmt. Ite.;, tl:utruc I.upti.t \uhd I.irplid Sultd
VA Fcrt. (IbaA) PA h-tanurcA .Nlamnc hlanutc Manute
Nutrient Nutrient `mrienlA pplied Applied Applied Applied
Req'd Applied pplied tacre) lacer) ttieldl (1-icld)
(lbs'A) (lbs'A) (th'Ai
Soutcc Total l.;sc. Applis. Applic, WOO
t
Tract Field 11) Sail Series Actcs Acre; ('rut ItYti Period N N N \�lolmd muI!A 7uu ra 1000 A' tort;
I
72199 p8 S5 Autryville 2.96 2.96 Small Grain,silage/l lay 7.0'1`ons 91-3131 *75 0 0 Irrig. 23 8.9t) S).t)tl 20.60 0.00
72199 p8 S5 Autryvillc 2.96 2.90 Cum,Gram 85 bu. 2115-6/30 104 0 *15 Irrig, gt) 35,55 Si 00 105 23 0.00
72199 p8 SS Auuyvillc 2.96 2.96 Benoit(;rain,tiifagcJl I;ly 7.0 Tons 911-3i3 1 *7S 0 0 Irrig, 53 20,97 0.00 62 07 0.00
72199 p9 S5 Auu•yville 1.48 1,48 Small Grain,Silageitlay 7.0 l'ons 911-N31 *7S U 0 h-rig. 23 x{c),) Iwo 13.30 0.00
72199 p9 S5 Autryvillc 1.48 1.48 Con),Grain 85 bu. 2115-6130 104 0 *15 brig. 89 35,55 (1 Of 52.61
72199 p9 S5 Autryvillc 1,49 1.48 smalit;rain,Silaawllay 7.0Tons WI-3l31 *75 0 0 brig. 53 2W)7 0,00 31,04 O.UU
'I onal Applied. IWO gallons 1,364.93
I ival Product,1000 gallons 011.2(
Balance.10(14)gallon3 -753,73
`.
hilal Applied,tuns Q.Ut7
- olal I'loducetL torsi t x 0.00
nak llec.lows 0.00
Notes: 1. In the tract column, -synilbul means leased,otherwise,owned. 2. Symbol `means user entered Bala.
4415118 Database Version 3.1 Date Printed: W27:2MOS Wt I F P'qu'e t'a:.fie 2 of-1

Waste Utill Table ear 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
1'A Fen. (Ibs/A) I'A ManureA Manure Manure Manure
Nutrient Nutrient NuirientA pplicd Applied Applied Applied
Req'd Applied pplicd (acre) (acre) (Field) (Field)
OW A) (lbs/A) (Ibs/A)
Source Total l7se. Applic. Applic. 1000
Tract Field II) Soil Series Acres Acres Crop RYE Period N N N Method N gal/A 1 un: 1t1Utr gels tons
72198 PI S5 Autryville 2.84 2.84 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.72 0.00
72198 pl S5 Autryville 2.84 2.84 Hybrid)3crmudagrass Pasture 5.5 Tons *3/1-10/31 *205 0 0 Irrig. 205 81.89 0.1N 232.56 0.00
72198 p2 SS Autryville 1.54 1.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 00). 30.76 0.00
72198 p2 SS Autryville 1.54 I.54 Ilybrid Ht'miudagrass Pasture 5.5 Tons *3/1-10/31 *205 0 0 Irrig. 205 81.89 0.00 126.10 0.00
72198 p3 S5 Autryville 2.96 2.96 Small Grain,Silage/l lay 7.0 Tons 9/1-3/31 $75 0 0 Irrig. 53 20.97. 0.0 62.07 0.00
72198 p3 S5 Autryville 2.96 2.90 Small Grain,Silage/l lay 7.0 Tons 1 9/1-3/31 *75 0 0 Irrig. 23 8.99 0.(N) 2(0j.60 0.00
72198 p3 S5 Autryville 2.96 2.96 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 118.24 0.00
72198 p4 S5 Autryville 1.51 1.51 Small Grain,Silage/l lay 7.0 Tons 9/1-3/31 *75 0 0 Irrig. 53 20.97 O.Ou 31.07 0.00
72198 p4 S5 Autryville 1.51 1.51 Small Grain,Silage/flay 7.0 Tons 9/I-3/31 *75 0 0 Irrig. 23 8 99 0.00 13.57 0.00
72199 p4 S5 Autryville 1.51 1.51 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 60.32 0.
72198 PS S5 Autryville 0.45 0.45 Sewall Grain Oversced 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 8,99 0.00
72198 p5 S5 Autryville 0.45 0.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *205 0 0 Irrig. 205 81.89 0.00 36.85 0.00
72198 1 p6 S5 Autryville 1.67 1.67 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0. 33.35 0.00
72198 p6 S5 Autryville 1.67 1.67 I lybrid Bermudagrass Pasture 5.5 Tons *3/140/31 *205 0 0 Irrig. 205 81.89 00) 136.75 0.00
72198 p7 SS Autryville 1.17 1.17 Smmll Grain Ovcrst'cd 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 23.37 0.04
72198 p7 S5 Autryville 1.17 1.17 I lybrid llemtudagrass Pasture 5.5 Tons *311-10/31 *205 0 0 Irrig. 205 81.14910.00 95.81 0.00
72199 PH S5 Autryville 2.96 2.90 Small Grain,Silage/[lay 7.0'1'ons 9/1-3/31 *75 0 0 Irrig. 53 20.97 0.134► 62.07 0.00
72199 PH S5 Autryville 2.96 2.96 Small Grain,Silage/l lay 7.0'1ons 9/1-3/31 *75 0 0 Irrig. 23 SJ99 0.00 20.00 0.00
721" PH S5 Autryville 2.90 2.96 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.110 118.24 (1.00
72199 P9 S5 Autryville 1.48 1.48 Small Grain,Silage/l lay 7.0 Tons 9/1-3/31 *75 0 0 Irrig. 53 20.97 0.00 31.04 0.00
72199 P9 S5 Autryville 1.48 1.48 Small(train,Silage/l lay 7.0 Tons 9/1-3/31 *75 0 0 Irrig. 23 8.90 0.00 13.30 0.00
72199 P9 SS Autryville 1.48 1.48 Suybcarrs,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 59.12 0.00
445118 Database Version 3.1 Date Printed:6/27/2005 WU'I'I'age!'age 3 of4

Waste Uf11l. t et)IC
Fear 2
Nitiogun Comm, lies. Maniac Luluk! Srdid I.iyuid tialid
PA fcrt- (IbvA) PA M:rnurcA A as-re. Alacmrc Al:'tuc
NutFicni Nutrient Nutrien(A ppiicd Apt-died Applied Applied
Rcy'ti Applied pplied lacy::) lae'rc} (field) (Fiel,li
(1b.,VA) (H)VA) (11,tEA)
Source total I isc. Applic. Applic- MOO
'I'tact Pield 11) Snil Sclici Acres Aeycs Crop RYE' I`eriml N N N Method N I ga1-A I Trnu 1000 gals' tum
'fowl Applied.1000 Latlnns 1.404.0S
Total Produced.1001) cctllnns (r11.20
s 0 kk"�'".
Balance. 100O g-Alloni -792.88
focal Applied tans _ 0.0
fot:d I'rtuluccd dm5 i "'00
Balance tons
Notes: 1. In the tract column,--symbol means teaser!,otherwise,owned. 2. Symbol*means user entered data.
4451 1S Database Version 3.1 Date Printed: 6-2712005 W'1'1'1'ay-r Page 4 ti1.4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
72198 pl 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 Auti3mlle 0.60 1.0
72199 p9 jAutryville 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
for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,the number of
animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out.this
material must be utilized for crop production and applied at agronomic rates. In most cases.the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high.
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge
application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc
so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,phosphorous is a
concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 8.14 16.29 24.43
Hay 6 ton R.Y.E. 300 26.32 4.07 8.14 12.22
5o)bean 40 bu 160 14.04 7.64 15.27 22.91
AWN
..............•---------------._.... - --• -.............---•-•----.-•---------.-----.......
(01 445118 Database Version 3.1 Date Printed: 06-27-2005 Slud a Pa a Pa e 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 Stora a Cavacity
Source Name I 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 4 180
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.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
445118 Database Version 3.1 Date Printed: 06-27-2005 Capacity Page Page 1 of 1

Y
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 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
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, shovers, toilets, sinks,
etc.,shall not be discharged into the animal waste management system.
ANN
................
------------------------------- •-----.................................:............--............---------...............................------•
445118 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.
AMIN
445118 Database Version 3.1 Date Printed 6/27/2005 Specification Page 3

f
Crop Notes
The following crop note applies to field(s):p3, p4, p8, p9
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10%when planting no-till.
Phosphorus and potassitun 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 freld(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 offebruary-March.
......................................................................................................................... .............. ....... .................
445118 Database Version 3.1 Date Printed: 06-27-2005 CropNote Page Page 1 of 2

The following crop note applies to field(s):p 1, p2,p5,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 2401b/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
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
populations. Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8"drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows and 8-10
seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth
should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-301bs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
The following crop note applies to field(s): p3, p4,p8, p9
Small Grain Silage
445118 Database Version 3.1 Date Printed: 06-27-2005 Crop Note Pa--a Page 2 of
-------------------------------------------------------------------------------------------------------------•------------ ------------ ------ --------.-----..— ,
}

PPULL # WIDTH LENGTH ACRES
1 1 169.6 630 2.84
2 169.6 396 1.54
3 169.6 760 2.96
4 84.8 775 1.51
5 84.8 231 0.45
6 169.6 429 1.67
7 84.8 602 1.17
8 169.6 760 2.96
9 84.8 760 1 1.48
TOTAL PULLS = 9 ITOTAL ACRES = 16.58
80% EXTERIOR PULLS FOR 0212
70% INTERIOR PULLS FOR 0212
ACRES = WIDTH X LENGTH / 43,560
f' 7
2.1 ACRES
5
+ �, ��-1.4 ACRES
--
/ 3 + + + .'
+a 4 + + + #'
J + +
\ 9 «
8
s
• 2
\ FARM PATH
PASTURE BRANCH ROAD
AGRIMENT SERVICES,INC.
P.O.Box 10%
Bwlavills,NC M18
FARM: MILLER FARMS
FARMER:TERRY MILLER
DRAWN BY:JONATHAN MILLER
FIELD #:(1,2,3) T-72198
DATE:3-29-99
SCALE4' = 330'

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UNITED F \TES
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DEPARTMENT OF HE INTERIOR
V Ire, GEOLOGICAL SURVEY
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TERRY MILLER - 2 (800) NURSERY HOUSES
STATE ROAD #1953 - DUPLIN COUNTY
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DIRECTIONS : FROM VFNANSVILLE TAKE HWY. J 3 is,
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-
0MILLER TERRY MILLER
PASTURE BRANCV ROAD STATE ROAD m 1953
BEULAVILLE, NC 28518 BEULAVILLE, NC 28518
TELE: (919) 289-2940
BRC'l.74 S OF CAROLINA,INC
303 EAST COLLEGE STREET • P.O.BOX 487 WARSAW.N.C.28398.0487 OFFICE [phone] - FAX:[phone]

rerator: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. _ 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 ^/o s�-d5 E- tia/zxe =- Cf t_n Lvwx w? 6f.ve?'
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/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 164 . 0 94 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
164 . 0 94 . 0 15416 (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] 1 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 51,,.
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

/ -r-°f•0
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.
V 6 l u +nn<- PO W.P. a -80%44 a% r tt Sot- 2 9 1 g 0 C. �r

Min. thickne_ , of soil liner when requii. .i==> 1 . 5 feet
7. DESIGNED B 0 APPROVED BY:
DATE: 24 �� % '
DATE: •`i ��� A �(� '
OFE 0
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ' AL •9`)4-
"
COMMENTS: '• F ,,�4;�°-,.

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
effluent at all times. When prGc`.=._�ing is comp'_ct.:,
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 el-= .,: -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.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well . 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 i�2 /h:;/%yl County von i
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam_ t. Length of Flood Pool /,W Ft.
Date of Field Hazard Investigation
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 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 e-
,► Z s d
Hazard Classification of Dam (Q b, c) (see NEM-Part 520.21)
Dam Classification e.,:11 II , III , IV, V)
Date G -i7 4y
n title
Concurred By Date -7
name ti tm
NOTE: 1. Instructions on reverse side.
AVON 2. Attach additional sheets as needed.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME ��jair- �_�JilI�L----------- LOCATION -taAe 1Y2e�h_ga�f �
J9C,_-UrQ_____------
------------------------ ------------------
------------------------ ------------------
TELEPHONE-qJg�---U-�1-:�-Ici-q---- SIZE OPERATION-32-QQ------
wEa If-c4dlr_-
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 11QQ-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-`--
1 If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES-f_- NO----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO---
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are 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

`.\ - _...
WETLANDS
Aw\ WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO`L-
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 TH�
PLANNED AREA? YES---- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP�TANT
FARMLANDS IN THE OPERATING UNIT? q,8,FO'4 YES---- NO----
AWN
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-:'�-
" If yes to any of these questions, 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 PRODUCERr . . . . . . . . .
. . . . . . . .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 f
CAPACITY? YES---- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-Z- NO----
Page 2

AP N 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-�f!---
(Attach soil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL--�---
COMMENTS-�o���__g-GL-�►4��,�►l.__���_�_wa'�4���i3-i��6_�.e�w�gL�
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--6� �- - ---- DATE)S'_9 H--
Page 3
Of CIO-POIC'fed
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p✓•r•P�nj spa+��� N►wY be req„.reo( ave fo ha;yht
b6 i4y b��!(' abv✓e g•✓b✓4• !7 SyS�c«► o� otra��a t
d;i-eh es W r i i b e ne tol ed d ve 'l v -f he- "i,h w,,f kr -ha b1e
w �roParly �J fall f-hG play l;net. �ve 0 fhefe
i 1i�,r4u4-;o,,j .SCS does no f re aor ma.%d ��vilo�;.o� on
)—Qrip O'oV'er w" 1I ble.. r ei po-Ai 3len -rp�- M0.�4in� xvrL
.(l1 rGc�v�rGr•19,1J A./"G G/ � CO.MC7w��lo� 6
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• • ,
CROPLAND-ACRESWATERSHED AREA MEASUREMEM
WOODLAND-- ACRES TOTAL
SKETCH OF PROPOSEWPOND SHOWING WHERE BOR IGS WERE MADE (Appror-scale I"'=-feet)
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TYPES OF h1A'. .2IAL ENCOUNTERED IN BORINUS -
(Use one of systems below) -
i
UNIFIED CLASSIFICATION USDA CLASSIFICATION I
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
Gh1-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy 1 arri
SP-Poorly graded sands 1-.loam. -
SM-Silty sand gl-dravelly.loam
SC-Clayey sands; sand-clay mixtures SI-silt
h1L-Silts;silty,v.fine sands;sandy or clayey silt s-il-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
1. Suitable material for embankment is available Yea [Z]No (Indicate where located on the sketch on
rwerse rtdcj
REMARKS: ,Sv;foblC rn +eri&( YAP As)oo•l diner• AD-r" ✓nvi oA fl•}e.
weak M0.7trfa1I Gf 411Pr'()K q+eIy 6r� rG.{
.Lf /a9 •{his r,1-e rceowmio^d dQriIvn ba-}4 6�
(ayvjA ^P+ eXcet,l S0 CVt,
2. Explain hazards requiring special attention in design (Seeaape•spring.-rock ete)
I
I
j GENERAL REMARKS: • ita4
I
24 25 q27 12S 1 29 30 '31 32 33 134 1351136 37 38 39 401141 42 43 44 45 46 47 148 49 501151
• -
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9a
TERRY MILLER - NURSERY HOUSES
STATE ROAD #1W-') - DUPLIN COUNTY
n :;•i
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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:
HTPASTURE
MILLER TERRY MILLER
BRANCt4 ROAD STATE ROAD # 1953
BEULAVILLE, NC 28518 BEULAVILLE, NC 28518
TELE: (919) 289-2940
BROWN'S OF CAROLINA.INC.
303 EAST COLLEGE STREET - P.O.BOX 487 WARSAW.N.C.28398-0487 . OFFICE [phone] FAX:[phone]
rr'

erator:Terry Miller County: Duplin Date: 01/19/95
Distance to nearest residence (other than owner) : 1500. 0 feet
I. 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 /►fl s L�d�
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

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)
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 lu,,. P o..Pad QoSod o,^ �o,e S vt- aB�f.S3 tu. �i'

Start pumping e' =___________________= 49.7 feet
Must be at bot,om of freeboard & 25 yr. rainfall
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
a� °aEeSoroier�:
7. DESIGNED BY: APPROVED BY: ear°((°]]�M C;A�'Qj/�o�d
DATE: /�� �9S DATE: �v•°*'rtF�Sl�' �°
� f•
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 41 S
0
COMMENTS: s., C,Q•°j°°o°°°.C •; ��`i.
l ! q 9S
Y

SHEET 1 OF 2
OPEI%_2ION 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
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
----------------------------------------------------------
AIN
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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
r'

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
ArN SC, CL, or CH.
US / 4i5L
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System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

Terry Miller Farm AWS310445
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Terry Miller Farm AWS310445
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
roll 1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Terry Miller Farm AWS31O445
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Terry Miller Farm AWS310445
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

Terry Miller Farm AWS310445
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large
-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

Terry Miller Farm AWS310445
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

Terry Miller Farm AWS310445
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

Terry Miller Farm AWS310445
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
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Terry Miller Farm AWS310445
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( )Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11, 1996
10

Terry Miller Farm AWS310445
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
—�(L_ar(downer Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
11

Terry Miller Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310445
Date: 2/20/2024
INSTRUCTIONS FOR USE Owner Signature: , �11.t,� col•
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
■❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ON Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
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Terry Miller Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310445
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial no Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
■❑ Install fully slotted floor system
0 Install waterers over slotted floor area
❑ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
0 Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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Terry Miller Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310445
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust M Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
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Terry Miller Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310445
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy *Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Terry Miller Farm
Swine Farm Waste Management - Odor Control Checklist Permit No.: AWS310445
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool, overcast days
❑ When possible, apply waste mid-morning to • Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore a Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers • Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification,energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor: A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should 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.
dRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
aA 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.
Q 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).
aAny method which, in the professional opinioniof the State Veterinarian,would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
S / 4
Signature of Tfechnical Specialist Date