080034_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Farm Number: 08-0034 Certificate Of Coverage Number: AWS080034
2. Facility Name: Indian Woods
3. Landowner's Name(same as on the Waste Management Plan): Maxwell Foods LLC
4. Landowner's Mailing Address: PO Box 10009
City: Goldsboro State: NC Zip: 27532-0009
Telephone Number: 919-778-3130 Ext. E-mail:
5. Facility's Physical Address: 501 Broadneck Rd
City: Windsor State: NC Zip: 27983
6. County where Facility is located: Bertie
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Maxwell Foods LLC
10. Operator Name(OIC): Christopher Wade Williams Phone No.: 252-217-5784 OIC#: 1002858
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 11,520
Operation T%ties:
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 Poulin
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 1/1/1996 169,884.00 19.00
#2 1/1/1996 61,Ay (26ri?']$ 169,884.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),si;-ned b% the owner and a certified technical si)ecialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: 1►`, 1 Title:
Signature: f Date: '
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Perm [e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
F
Governor Y.
MICHAEL S.REGAN
APR 0 2 2019
Secretary ..�'
LINDA CULPEPPER NORTH CAROLINA - r
R,rev" Environmental Quality
February 27,2019
Maxwell Foods LLC
Indian Woods
PO Box 10009
Goldsboro,NC 27532-0009
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https:Hdeg.nc.irov/about/divisions/water-resources/water-aualii ti-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure Hour continued coverage under- the State Non-Discharge General Pcrmits. you must submit an application for
permit coverage to the Division. Enclosed xou will find a "Request for Certificate of Coverage Facility Currently Covered b" an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned April 3, 2019.
Please note that you must include one fll copy of the Certified Animal Waste Management Plan fCAWMPI with the
completed and sismed application form. A list of items included in the CAWMP can be found on nape 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washincton Regional Office,Water Quality Regional Operations Section
Bertie County Soil and Water Conservation District
AFOG Section Central Files-AWS080034
Maxwell Foods LLC
55� North Cara-,rta Deparrnent of En ror rr .erar.Qua'' y I C ys;vas of W ter Resou'Des
512 N.$e:sbar3 St.11463E Ma'. SwVae Center I Ra=gi,North Carc')sa 27ess-1£35
919.707.9DOr3

State of North Carolina 'if
Department of Environment,
Health and Natural Resources 4 •
Division of Water Quality
James B. Hunt, Jr., Governor mom
Jonathan B. Howes, Secretary E M H "
A. Preston Howard, Jr., P.E., Director
�
CERTIFIED MAIL May 14, 1997
RETURN RECEIPT REQUESTED y,tia
Goldsboro Hog Farms
Indian Woods Mkt
PO Box 10009
Goldsboro NC 27532
Farm Number: 08-34
Dear Goldsboro Hog Farms
You are hereby notified that Indian Woods, in accordance with G.S. 143-215.1OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter,your farm has
thirty (30) days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date.
Your application must be returned within thirty(30) days of receipt of this letter. Failure to submit the
application as required may also subject your facility to a civil penalty and other enforcement actions for
each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application,two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh,NC 27626-0535
If you have any question concerning this letter,please call J R Joshi at(919)733-5083 extension
363 or Carl Dunn with the Washington Regional Office at(919) 946-6481.
Sincerely,
.� A. Preston Howard, Jr., P.E.
cc: Permit File(w/o encl.)
Washington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/100%post-consumer paper

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: 26 r A,4 117
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants.Initials
1. One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; (iWcuz. w-v 14 .CA WMp) _
3. Two copies of the Certified Animal Waste Management Plan(CAWMP). If the facility does
not have a CAWMP,one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: Indian Woods
2. Print Land Owner's name: Goldsboro Hog Farm
3. Land Owner's Mailing address: PO Box 10009
City: GoldsborQ NC —Zip: .27532
Telephone Number: 919- 78-3130 _
4. County where farm is located: Berde
5. Farm Location(Directions from nearest major highway.Please include SR numbers for state roads. Please include a copy.
r-;Wm +twy 1(/4z MoiTl-1,Tja.'R.*f%C[* 0)KT oN W-4% t�+
of a county road map with the location of the farm identified): A-viD'imw&-L 7?M+L.ES TV OW W&*4T
6. Print Farm Manager's name(if different from Land Owner):
7. Lessee's/Integrator's name (if applicable; please circle which type is listed):.,Goldsboro Hog Farms
08 - 34
FORM: AWO-G-E 2/26197 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 08-34
2. Operation Description: operation
Feeder to Finish
11520-Certified Design Capacity
Is the above information correct? yes; ED no. If no,correct below using the design capacity of the facility
Type of Swine No. of Animal Type of Poultry No. of Animals Tyre of Cattle No.of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non-Layer 0 Beef
0 Farrow to Wean(#sow) 0 Turkey
0 Farrow to Feeder(#sow)
0 Farrow to Finish(#sow)
Other Type of Livestock on the farm: No. of Animals_
3. Acreage cleared and available for application:_;Required Acreage(as listed in the CAWMP): 91.2
4. Number of Lagoons: 2 ;Total Capacity: 2 53 5-5& Cubic Feet(0)
Number of Storage Ponds: ;Total Capacity: Cubic Feet(ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, 6-VL*5*o -0 S+oG VAizmS (Land Owner's name listed in question11.2),attest that
this application for WvtAN weeps (Farm name listed in question 11.1)
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.
Signature ENV.MGR. CVKKO~ +kV&f4P4445 Date 26 MA4 q7
V. MAN �GERCERTIFICATION: (complete only if different from the Land Owner)
I, (Managers name listed in question II.6),attest that this
application for (Fare name listed in question II.1)
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 as incomplete.
Signature Date .
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST ,OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: AWO-G-E 2/26/97 Page 2 of 3

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday,July 21, 1998 Updated 12/12/2017
Producer: Maxwell Foods, Inc.
Farm Name : Indian Woods
P.O.Box 10009
Goldsboro,NC 27532
Telephone#: [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 11520 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based,on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
R 0 2 2019
36:7_ Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
11620 hogs X 1.9 tons waste/hogslyear= 21888 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
11520 hogs X 2.3 Ibs PAN/hogslyear= 26496 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate.
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 7 :ACRES OWNED BY PRODUCER
TRACT-`FIB Sol--PE BCLAS - P YI L 5 AW COMM A RES L A APPLI .
DETERMINING PHASE CODE N/ACRE NACRE USED TIME
1717 1A WIC
2-6% BC 5.2 2605.89 1531 APR-SEP
1717 - 1A WICKHAM 2-6% SG 1 755.89 442 OCT-MAR
1717 1 B WICKHAM 2-6% BC 5.2 2602.48 645 APR-SEP
1717 - 1 B 'WICKHAM 2-6% f SG 1 7542.48 186 OCT-MAR
1717 1C WICKHAM2-6% BC 5.2 2605.58 1451 APR-SEP
1717 - IC WICKHAM 2-6% SG 1 75 0' 5.58 419 OCT-MAR
1717 1 D WICKHAM 2-6% BC 5.2 260 0 1.55 403 APR-SEP
1717 - 1 D WICKHAM 2-6% SG 1 75 0 1.55 116 OCT-MAR
1717 2A ICKHAM 2-6% BC 5.2 260 0. 4.65 1209 APR-SEP
1717 - 2A WICKHAM 2-6% SG 1 75 0 4.65 349 OCT-MAR
1717 2B WICKHAM 2-6% E BC 5.2 260 D 1.43 372 APR-SEP
1717 - 2B WICKHAM 2-6% SG_J 1 75 0 1.43 1071 OCT-MAR
1717 1 2C WICKHAM 2-6% BC 5.2 260 0 2.21 5751 APR-SEP
1717 - 2C WICKHAM 2-6% 1 SG 1 75 0 2.21 166. OCT-MAR
1717 2D 'WICKHAM 2-6% BC 5.2 260 0 4.02 1045 APR-SEP
1717 2D WICKHAM 2-6% SG 1 75 D 4.02 3021 OCT-MAR
1715 4A WICKHAM 2-6% BC 5.21 2601 01 6.48 1685 j APR-SEP
1715 4A 'WICKHAM 2-6% SG 11 751 01 6.481 486 OCT-MAR
1715 413 WICKHAM 2-6% BC 5.2 260 01 1.86 4841 APR-SEP
1715 413 WICKHAM 2-6% SG 1 75 0 1.86 140 OCT-MAR
1715 4C WICKHAM 2-6% BC 5.2 260 0 6.06 1576 APR-SEP
1715 - 4C WICKHAM 2-6% SG 1 75 0 6.06 455 OCT-MAR
1715 4D WICKHAM 2-6% BC 5.21 260 01 3.11 809 APR-SEP
1715 - 4D WICKHAM 2-6% SG 11 751 01 3.11 233 OCT-MAR
1715 4E WICKHAM 2-6% BC 5.2 260 0 6.06 1576 APR-SEP
1715 - 4E IWICKHAM 2-6% SG 11 75 0 6.06 455 OCT-MAR
1715 4F IWICKHAM 2-6% BC 5.2 260 0 4.19 1089 APR-SEP
1715 - 4F WICKHAM 2-6% SG 1 75 0 4.19 314 OCT-MAR
1715 4G IWICKHAM 2-6% BC 5.2 260 01 2.17 564 APR-SEP
1715 - 4G IWICKHAM 2-6% SG 1 75 0 2.17 163 OCT-MAR
1715 4H 'WICKHAM 2-6% BC 5.2 2601 01 3.33 866 APR-SEP
1715 - 4H WICKHAM 2-6% SG 1 75 0 3.33 250 OCT-MAR
1715 7A WICKHAM 2-6% BC 5.2 260 0 4.59 1193 APR-SEP
1715 - 7A IWICKHAM 2-6% SG 1 75 0 4.59 3441 OCT-MAR
1715 713 'WICKHAM 2-6% BC 5.2 260 0 4.41 1147 APR-SEP
1715 76 WICKHAM 2-6% SG 1 75 0 4.41 331 . OCT-MAR
1715 7C WICKHAM 2-6% BC 5.2 260 0 4.63 1204 APR-SEP
1715 7C IWICKHAM 2-6% SG 1 75 0 4.63 3471 OCT-MAR
1715 7D (WICKHAM 2-6% BC 5.2 260 0 4.05 1053 APR-SEP
1715 - 7D `WI
WICKHAM 2-6% SG 1 75 0 4.05 304 OCT-MAR
1715 7E CKHAM 2-6% BC 5.2 260 0 1.61 4191 APR-SEP
Page 2

1715 - 7E WICKHAM 2-6% 1 SG 1 751 0 1.61i 121 OCT-MAR
1715 7F WICKHAM 2-6% BC 5.2 260 0 3.47 902 APR-SEP
1715 - 7F WICKHAM 2-6% SG 1 75 0 3.47 260 OCT-MAR
1715 7G WICKHAM 2-6% BC 5.21 2601 01 0.691 179 1 APR-SEP
I 1715 - 7G WICKHAM 2-6% SG 11 75I 0 0.69 521 OCT-MAR
TOTALS: 28314.2
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
680 1A TARBORO I CO 1 5881 70.56 0 6.08 4291 APR-AUG
680 1 B TARBORO CO 588 70.561 01 4.96 350 APR AUG
680 1C TARBORO CO 588 70.561 01 4.96 350 APR-AUG
680 1 D TARBORO CO 588 70.56 01 4.96 3501 APR AUG
680 1 E TARBORO CO 588 70.56 01 6.08 4291 APR AUG
742 * A WICKHAM 2-6% C 115 123.75 201 3.72 460 MAR-JUN
742 A WICKHAM 2-6% W 60 144 01 3.72 536 SEP-APR
742 A WICKHAM 2-6% 1 SB f 381 152 0 3.72 565 APR-SEP 15
742 * B WICKHAM 2-6% 1 C 115 123.751 20 3.31 410 MAR-JUN
742 E* B
B WICKHAM 2-6% W 60 144 0 3.31 477 SEP-APR
742 WICKHAM 2-6% SB 38 152 0 3.31 503 APRSEP 15
742 I* C WICKHAM 2-6% C 115 123.75 20F 3.31 410 MAR-JUN
742 C WICKHAM 2-6% W 60 144 01 3.31 477 SEP APR
742 j C WICKHAM 2-6% SB 381 152 0 3.31 5031 APR-SEP 15
742 D WICKHAM 2-6% C 115 123.75 20 3.31 410' MAR-JUN
742 D WICKHAM 2-6% W 60 144' 0 3.31 477 I - SEP APR
742 D WICKHAM 2-6% SB 38 152i 0 3.31 503 APR-SEP 15
742 * E WICKJ-IAM 2-6% C 115 123.75 20 1.65 204 MAR-JUN
742 E WICKHAM 2-6% W 60 144 0 1.65 238 SEP APR
742 E IWICKHAM 2-6% SB 38 152 0 1.65 251 APRSEP 15
742 F WICKHAM 2-6% C 115 123.75 20 3.72 4601 MAR-JUN
742 * F WICKHAM 2-6% W 60 144 01 3.72 5361 SEP-APR
742 * F WICKHAM 2-6% SB 38 152 01 3.72 5651 APR-SEP 15
742 * G WICKHAM 2-6% C 115 123.75 20 3.31 410 MAR-JUN
742 G WICKHAM 2-6% W 60 144 0 3.31 477 SEP-APR
742 * G WICKHAM 2-6% SB 38 lul 0 3.31 503 APR-SEP 15
742 * H WICKHAM 2-6% C 115 123.75I 201 3.31 4101 MAR-JUN
742 H WICKHAM 2-6% W 60 144 0 3.31 477 SEP-APR
742 * H WICKHAM 2-6% SB 38 152 01 3.31 503 APR-SEP 15
742 1 WICKHAM 2-6% C 115 123.75 201 3.31 410 MAR-JUN
742 1 WICKHAM 2-6% W 1 601 144 01 3.31 4771 SEP-APR
742 * 1 WICKHAM 2-6% SB 1 381 152 0 3.31 15031 APR-SEP 15
742 * J WICKHAM 2-6% 1 C 1 115' 123.75 201 3.311 410 MAR-JUN
742 J WICKHAM 2-6% W 66 144 01 3.311 477 SEP-APR
742 J IWICKHAM 2-6% SB 38 152 01 3.311 503 APRSEP 15
742 * K IWICKHAM 2-6% C 115 123.75 201 2.75 340 MAR-JUN
742 K WICKHAM 2-6% 1 W 60 144 0 2.75 396 SEP-APR
742 K WICKHAM 2-6% I SB 3811 152 OI 2.75 418 APR-SEP 15
TOTALS: 9255.67
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
Page 4

CROP CODE CROP UNITS LBS WUNIT
C I CORN BUSHELS 1.25
CO ICOTTON
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
�SB SOYBEANS BUSHELS 4
WHEAT
Page 5

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 $4.52 28,3141
TABLE 2 62.0 9,256
TOTALS. 146.57 37,570
AMOUNT OF N PRODUCED: 26,496
***BALANCE -11,074
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurtudent rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
Will produce approximately 4262.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the.time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.57 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(inlhr) AMT(inches)
1715 E,--4F,-4G,--4K--7A,-7B, W I CKHAM 2-6% SG 0.50 *1
1715 ,4E,4F,4G,4I- 7A,7B,7C,WICKHAM 2-6% BC I 0.50 *1
1717 1B,-1C,-1D,-2A,-2B,-2 WICKHAM 2-6% SG
1717 A,1B,IC,1D,2A,2B,2C,21 WICKHAM 2-6% BC 0.50 *1
680 1A,1B,IC,1D,1E TARBORO CO 0.50 *1
742 ,*C,*D,*E,*F,*G,*H *I WICKHAM 2-6% W 0.50 *1
1742 *C,*D,*E,*F,*G,*H *> WICKHAM 2-6% SB 0.50 *1
742 *C,*D,*E,*F,*G,*H,*I WICKHAM 2-6% C 0.50 *1
Page 6

*This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 7

NARRATIVE OF OPERATION
Per Interagency Nutrient Management Committee Guidance dated 10/17/2017, the
modification update for the 100 lb nitrogen PAN rate for winter small grains is as follows:
-farms utilizing the 100 lbs/ac PAN rate for the overseed are allowed to apply no more than
50 Ibs/ac PAN from OCT 1 - DEC 31 and no more than 50 Ibs/ac PAN from JAN 1 - MAR 31
- applications made during the months of DEC and JAN cannot exceed the combined total of
25 Ibs/ac PAN for the two month period
-the last application of animal waste is to be applied to the bermuda crop prior to SEP 30
-the PAN rate for grazed systems must be reduced by 25%
- cereal rye and annual ryegrass should be planted by OCT 15 to provide the best opportunity
to get winer growth
- harvest is required prior to heading or APR 7, whichever comes first, for both cereal rye and
annual ryegrass. This is necessary to minimize the potential for shading of emerging
bermuda and reducing its yield. To favor the production of bermuda, additional harvest of
annual ryegrass will be required when the ryegrass canopy reaches 12-15 inches height
-these management requirements shall also apply to overseeded winter small grains
For recordkeeping purposes, the same acres will/can be utilized for irrigation with both hard
hose travelers or aeroway applications. On the IRR-2 forms, an AW will designate the
application was done with an aeroway.
Page 8

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference-
Environment file 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 conditions conducive
to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients 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 a crop on bare soil.
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
Page 9

component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river(other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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
element. 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 for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
Page 10

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 11

NAME OF FARM: Indian Woods
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Maxwell Foods, Inc.
SIGNATURE: DATE:
NAME OF MANAGER(if different from owner): inn . L c�
please print
SIGNATURE: DATE: 127r111
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY): 12 Hampton Lane
Weaverville, NC 26787
[phone]
SIGNATURE: DATE:
Page 12

.ter
-N(-}rdi Carol.ina Department of Agriculb= Dr.A""nder M.
and. Consumer Services
AsslstMt 0Mnal'bMaer
To Wham It May C€rrrrt,
As a fold-up to an ail ftrn me to Mkhae[Shepherd of the Soft and water con -€urvWon of,N s
€1!n October 2,2019,there have been severA requesU to place that:com nyinication on letterhea&
COnddeting rent information prided below by our Regional Agronomkin,we are supportive of extending the
sera n apprrrabon window to October,2Dth 2#D1&
7b!s type of ar,tension is not unprecedaTted. In 2015 and 2016 extensions such as Vwse were gram after
extended piniods of wet Wither and HLh-rkane Matthew.
Bermuda is by far the best crop to apt nutrients to now. It is ill actively groMng,utilizing nutrients,and can
0111 be hared dws rmnoAng the rr Ebients ailed. It is nay opinim that a statewide pumping w1r4ow
extension should be granted until October 20,2 fcr berme a. Bermuda will c Dnt€€ue to actively grow and
€ttglze nutrients if the soll ternperaWre staW above 65 degrees FahrenhetL As mean arnblent temperature dips
Wow 6D degrees Fahrenheit growth will start to slow after several days. Dorniancy vAJ seta once mean
ambit temperature reams 5D degrees Fahrenheit for an extended perms. if we look at the long-range
fort for ltale4A mean a:r er►t ternperature only fails below 60 degeesica-hrenhelt for one nigk prior to
€ ctober a€ h. Th e'f€r e,soft ternperaure shoes also rernaln adequate for growth and development of be is
pro ding for nutrient uptake over the next ZD day& Stopp%ng on the 2r`#th it affow for timely harvest and
adequate regroWth before hung into the winter rat
A copy of this ernaN shoLdd be maintained in the ffles of iall operatics choosing to extend the sp-aying/application
Window.
Please let me kftow if you have any questions.
Regards¢-
.
Alexar r M. �aade Stewart,Ph.D_
AssistantCommissioner
Attachn%"t October 2,2€€19 ernaff
An EqL�W oppoAwt ETqbW

CONTRACTORS AND ENGINCCRS %MCCS, INC.
N
I
INDIAN WOODS NO. 1
_STATE ROAD 1122
BERTIE COUNTY
QUITSNA, NORTH CAROLINA
I30 JANUARY 1996
I
a
Prepared for : Goldsboro Hog Farms
P . 0. Box 10009 _
Goldsboro, NC 27532-OOb9
I
D[�``�BA
n9 �1
,�a�s �jl9 1$ s Peter D. McDonnell, r , P E.
CONTRACTORS & ENGINE S SERVICES, INC.
P . 0. Box 762
I Goldsboro, NC 27533-0762
r
i
CONSULTING ENGINEERS. LABORATORY TESTING, QUALITY CONTROL AND LAND SURVEYING
1304 NORTH WILLIAM STREET 0 P.O. BOX 762 0 GOLDSBORO. NORTH CAROLINA 27530 • 919/735.7355 OR 919/735.7362

IA. B- LL I n E Z t L I a
Pi
y -
No. of
Panes
1. Preface 1
2 . Lagoon Design 4
3 . Operation and Maintenance Plan 2
4 . Site Location and County Soil Map 4
S . Waste Utilization Plan 12
6 . Soil Investigation 11
7 . Seeding Specifications 1
. 8 . Construction Specifications 6
9 . Cross Section Data And
Construction Quantities 8

I
II P 3 E E E
1
Contractors and Engineers Services, Inc . and Goldsboro Hog Farm
prepared this report for the. use of Mr . Robert W. Ivey of Indian wo
ods
No . 1, Bertie County, North Carolina . This report was prepared by
following the requirements as set forth by the Soil Conservation
�i Service . Contractors and Engineers Services, Inc . and Goldsboro Hog
1 Farm assume no responsibility for the interpretation or any deductions
made by the Owner . These borings were conducted to assi-st in the desig
portion of the project . The Owners Contractor is urged to examine the
data presented and to visit the site to observe the existing condition;
The existing subsurface conditions on this site may vary from the
subsurface conditions found during our investigation. Each boring
�) result is considered only for the particular boring location.
Graphic symbols, letter symbols and soil descriptions are in
accordance with the unified soils classification system and indicate
�! field identification of the soils encountered. Laboratory
f
identification tests and moisture content results, when conducted, are
also shown and located by the boring number and depth of sample .
Laboratory identification of a sample takes precedence over the field
identification when there is a conflict between two identifications .
The existing seasonal high ground water table is shown to the left of
the visfial classification profile on the classification/penetration
resistance data sheets .
If during the construction phase of this project conditions are
encountered which differ significantly from those reported herein,
Contractors and Engineers Services, Inc . and Goldsboro Hog Farm should
be notified immediately so that our recommendations can be reviewed
and/or --evised as necessary.

LAGOON DESIGN
p
1
F,
no

a
OPERATOR: GHF=INV(A-N a W
oOtK t
COUNTY: p e rzn e
TYPE_ OPERATION: 5760 HeAn ��N(ZHrNGy
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon. immediately upon completion, in order to
have your operation certified.
r
r
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
� - Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
I The actual amount of material required for pads and dam may vary from
the estimates. Toe design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
p and owner will negotitate on the price and location of the borrow area.
' Best Estimates: Total Required Volume (cu. ft. ) : 1.228, 162 3
Actual Design Volume (cu. ft. ) : 1,1K 170 Pr3
-Excavation (cu.yd. ) : _ 3&f,4q yp3
Clay liner excavation(. cu.yd. ) : 790o vD3
' Total excavation (cu.yd. ) 4464-g Yp3
j
Pad and Dike Fill (cu.yd. ) : 20107Y03
Clay liner fill (cu-.yd. (CMPV-V N)
Total fill (cu.yd. )-.- 37g37Y0,
"gut/Fill Ratio: f.31 t
Job Class: 3 Date: 09TAW616
� 20�
Prepared by: LNG.
y
Prepared by: '�' a
i ykPr�j
Y

Operator:GHF-Indian Woodst) County: Bertie Date: 01/09/96
Listance to nearest residence (other than owner) : 7000.0 fe
et
I. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. -
0 sows (farrow to feeder) x 522 lbs. _ 0 lbs
5760 head ( finishing only) x 135 lbs. 0 lbs
0 sows ( far-row to wean) x 433 lbs. _ 777600 lbs
0 head (wean to feeder) x 30 lbs. _ 0 lbs
Describe_ other - 0 lbs
T 0
Total Average Live Weight = 777600 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet "PwN m REFaeuES1-e,
51-uv00 w(u.$E VOt> Ae, N Fipptv. "
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 680.0
Inside top width (feet)______ _ 250.0
Top of dike elevation ( feet)----------------- 53.0
Bottom of lagoon elevation ( feet)------------ 43.0
Freeboard (feet)- ---- _----___ 1.0
Side slopes (inside lagoon)------------------ 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0 674. 0 244.0 9.0
AREA OF TOP
LENGTH * WIDTH =
674.0 244.0 164456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
620.0 190. 0 117800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
647. 0 217. 0 56159- (AREA O MIDSECTION * 4)
CU. FT. = [��EA TOP + (4*AREA MIDSECTION) + kREA BOTTOM
l6Y4156. 0 561596. DEPTH/6
117800, 0 1. 5
Total Design± Volume Aj'ailable = 1265778 CU. FT.

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
680. 0 � 250.0 170000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 170000.0 square feet
Design temporary storage period to be .180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 777600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1420416 gals. or 189895 .2 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon:
Volume = 0.0 cubic feet per CF
05C. Volume of rainfall in excess of evaporation
Use period of time. when rainfall exceeds evaporation by largest amount
a
180 days excess rainfall = 11.6 inches
Volume = 11.6 in * DA / 12 inches per foot
Volume = 164333.3 cubic feet
P.

Volume of 25 year - 24 hour storm
Volume = 6. 8 inches / 12 inches per foot * DA
Volume = 96333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. 0 cubic feet
5C. 164333 cubic feet
5D. 96333 cubic feet
TOTAL 450562 cubic feet
F� SUMMARY
• Temporary storage period-______--_-_____-__
_> 180 days
Rainfall in excess of evaporation=====______> 11.6 inches
25 year - 24 hour rainfall__________________> 6.8 inches
Freeboard=====------------------------------>
1.0 feet
Side slopes_________________________________> 3.0 . 1
Inside top length___________________________> 680.0 feet
Inside top width====________________________> 250.0 feet
Top of dike elevation_______________________> 53.0 feet
Bottom of lagoon elevation__________________> et
fe 0.
Total required volume_______________________> 122 4343 feet
ft.
Actual design volume________________________> 1265778 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46.0 feet
Stop pumping elev..________________________ 49.0 feet
Must be > or . = to the SHWT elev.====______> 46.0 feet
Must be > .or = to min. req. treatment el.=> 49.0 feet
Required minimum treatment volume=====______> 777600 cu. ft.
Volume at stop pumping elevation=====_______> 796872 cu. ft.
Start pumping elev._________________________> 51.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1169445 cu. ft.
Volume at start pumping elevation=====___=__> 1152004 cu. ft.
Required volume to be pumped=====___________> 354229 cu. ft.
Actual volume planned to be pumped=====____=> 355132 cu. f
Min. thickness of soil liner when required==> .5 feet
7• BY: Wf,lNG(�
BY•6 �sC �
DATE: Dq 6 DATE: �
3�A;
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:. — --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:
V
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 -51.-3 *as marked by permanent marker. Stop!ijpump'�r
out when the fluid level reaches elevation 49-.,04. . This temporary
storage, less 25 yr- 24 hr storm, contains 354229 cubic feet or
2649629 gallons.

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

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CONTRACTORS AND CNGINCCRS SC VICCS INC
.
1304 NORTH WILLIAM ST
REET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
[phone]
Sheet 1 of 5
SPECIFIC TIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
I . FOUNDATION PREPARATION:
A. The- topsoil from the lagoon and pad area should be stripped and
stockpiled for use on the dike and pad areas . 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 . 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.
II . EXCAVATION AND EARTHFILL PLACEMENT:
A . 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 4-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 approx-
imately 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 . The material shall be of the proper moisture content

Sheet 2 of 5
before rolling to obtain the prescribed compaction. Wetting or
drying of the material shall be maintained when necessary to
provide a uniform moisture content throughout . Should the
material be too wet to permit proper compaction or rolling, the
material shall be dried to the required moisture content . If the
fill material is too dry, sprinkling shall be done with approved
equipment that will sufficiently distribute the water . All fill
material shall be compacted to a minimum -of 93 percent density as
determined by Standard Proctor ASTM D-698 . 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.
B. Dikes over 15-feet in height and with an impoundment capacity of
10 acre-feet or more fall under the jurisdiction of the North
Carolina Dam Safety Law. The height is defined as the difference
in elevation from the constructed height to the downstream toe of
the dike .
C. Precautions shall be taken during construction to prevent
excessive erosion and sedimentation. The site will be graded at
all times to promote proper drainage . Silt fence and silt check
dams will be provided if required .
III . LINER •
.A. The minimum required thickness shall be 1 . 5 feet.;
B. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED

Sheet 3 of 5
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.
C. 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 .
D. Soil liner material shall come from an approved borrow area . The
i mnimum water content of th�- a liner material shall be optimum
�c
moisture content. This value relates to that moisture content
when the soil is kneaded in the hand it will form a ball which
does not readily separate . The ideal moisture content for the
liner is considered around optimum moisture content plus
a roxima
pP tely 2 -
4 percent moisture . 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
Nproper compaction . Proper compaction of the liner includes
placement in 9-inch lifts and compacted to at least 90 percent of
the maximum ASTM D-698 Dr Unit
y Weight of the liner material .
When smooth or hard, the previous lift shall be scarified and

r
Sheet 4 of 5
moistened as needed before placement of the next lift . Density
test will -be performed on the liner to insure proper compaction P P n
procedures .
E. The single most important factor affecting the overall compacted
permeability 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 q q pment use and the routing
of equipment in an established 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 .
F. The soil liner shall be protected from the disch
arge of waste
outlet pipes . This can be done by using some type of energy
dissipator (rock ) or using flexible outlets on waste pipes .
G. Alternatives to soil liners are synthetic liners and bentonite
sealant. When these are specified, additional construction
specifications are included with this Construction Specification .
IV. CUTOFF TFENCH:
A. 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 .
V. VEGET TIO :
A. All exposed embankment -and other bare constructed areas shall be
P' seeded to the planned type of vegetation as soon as possible
after construction according to the seeding specifications .

Sheet 5 of
5
Topsoil should be placed on areas of the dike and pad to be
seeded . Temporary seeding of 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
P seeding dates .
VI . REMOVAL OF EXISTING TILE DR INS >
A. When tile drains are encountered, the tile will be removed to a
minimum of 10-feet beyond the outside toe of slope of the dike
.
The tile trench shall be backfilled and compacted with good
material such as SC, CL, or CH.
(wastespe )

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CO NTRACTOE AND ENGINEERS SERVICES, INC.
r
1
INDIAN WOODS NO. 2
- STATE ROAD 1122
BERTIE COUNTY
QUITSNA, NORTH CAROLINA
31 JANUARY 1996
a
Prepared for : Goldsboro Hag Farms
P . 0. Box 10009
w Goldsboro, NC 27532-0009
,��EESSI(jy9l%
Q
0 12613 C.')
P
ti�'�•,����,At
MCd11,�� `° Peter D. McDonnell, Sr . P . E .
CONTRACTORS & ENGINEERS RVICES, INC.
P . 0. Box 762
Goldsboro, NC 27533-0762
CONSULTING ENGINEERS. LABORATORY TESTING. QUALITY CONTROL AND LAND SURVEY
130A NORTH WILLIAM STREET 0 P.O. 15OX 762 0 GOLDSIBORO. NORTH CAROLINA 27530 • 919/735.7355 OR 919/735.736

a
OPERATOR: I H F- I tM A N W0005,4t 2
COUNTY: BE'RT'E
TYPE OPERATION• 5-7bo ROAV rtN rsH I NC,
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. it is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft. ) : 1,27S,1b7-era
Actual Design Volume (cu. ft. ) : t,2(c5 "778 �3
Excavation (cu.yd. ) : 344zoYP5
Clay liner excavation( cu.yd. ) : -7q"*qP3
Total excavation (cu.yd. ) 42364,v3
Pad and Dike Fill (cu.yd. ) : 2�3Z7gV
Clay liner fill (cu;.yd. ) g9vyv3 (rNc�uv�2�7�r [ pRrn�
Total fill (cu.yd. )':
Cut/Fill Ratio: �.36 • 9
Job Class: Date: 09 -TAN qb
Prepared by: INL.
Prepared by:
,�K

Operator:GHF-Indian Woods�2jCounty: Bertie Date: 01/09/96
Clistance to nearest residence (other than owner) : 7000.0 feet
F1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
5760 head ( finishing only) x 135 lbs. = 777600 lbs
0 sows ( farfow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 777600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
r "OWNS tzEQU Ts uo 4mmf�.
Volume = 0.0 cubic feet Suter Wit-i, e--v WioVep As. NvwpW
TOTAL DESIGNED VOLUME
Inside top length ( feet)------------------ -- 680.0
Inside top width ( feet)------ 250.0
Top of dike elevation ( feet)- 52.0
Bottom of lagoon elevation ( feet)------------ 42.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3. 0 3.0 674.0 244.0 9.0
AREA OF TOP
LENGTH * WIDTH =
674.0 244.0 164456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
620. 0 190.0 117800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
647 . 0 217 .0 561596 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
164456. 0 561596.0 117800.0 1
Total Designed Volume Available = 1265778 CU. FT

�1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
680. 0 250.0 170000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 170000. 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 = 777600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days g
48.
storag e/7 allonE
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 = 11.6 inches
Volume = 11.6 in * DA / 12 inches per foot
Volume = 164333.3 cubic feet

D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 96333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895. cubic feet
5B. 0 cubic feet
5C. 164333 cubic feet
5D. 96333 cubic feet
TOTAL 450562 cubic feet
SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______> 1.6 days
1
25 year - 24 hour rainfall=====____________= 1 inches
>Freeboar d__________________________________= 6.8 inches
_> 1.0 feet
Side slopes_________________________________> 3.0
Inside top length__________________________ 1
Inside top width=====--------------- _ _-> 680.0 feet
-_
_> 250.0 feet
Top of dike elevation_______________________> 52.0 feet
Bottom of lagoon elevation__________________>
Total required volume_______________________> 1228162
cu. ft.
feet
Actual design volume________________________ 126578
Seasonal high watertable elevation (SHWT)===> 46.6 feetft.
Stop pumping elev._______________ 48.0 feet
Must be > or = to the SHWT elev.====______> 46.6 feet
Must be > or = to min. req. treatment el.=> 48.0 feet
Required minimum treatment volume=====______> 777600 cu. ft.Volume at stop pumping elevation=====_______> �796872 cu. ft.
Start pumping elev.________________ 50.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 1169445 cu. ft.
Volume at start pumping elevation=====______> 1152004 cu. ft.
Required volume to be pumped=====__-________>
Actual volume planned to be um ed=====__-__> 355132 cu. ft.
p
Min. thickness of soil liner when re uir 35 ft.
q �`_� 1.5 f feeet
BY: P-Q J INC. ; �
Bye
DATE: D� 6 DATE:
`�' .
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS•
i

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of" waste generated- from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing -odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump.-.out of the lagoon when fluid level
reaches the elevation �50.3 as marked by permanent marker. Stop:;jpumj-
out when the fluid level reaches elevation 148':ti This temporary
storage, less 25 yr- 24 hr storm, contains 354229 cubic feet or
2649629 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.

EXHMU D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: _&VW�f�NoG FA•_tzwK- INVIAN Wao>?S County: 1391MnE ,
Address: Y a.30 I o00
6-OLV4e0 NG 2 Z. Date: 30 A?KIL qq
Telephone: atq--1T8-3130
TABLE 1 - Field Specifications
Approximile Maximum
Maximum Maximum Applicatlon
Useable Size AppIIcntlon per Irrigation
FIe1dT orFleld2 Slope Rate3 Cycie3,
Number (acres) Soil Type (% Cro s in/hr cites Comments.
IA 5.89 Wt6kkAM 2-6 t3fs'RIAWA NAY leAm 4RA,nr .5o t.oa
I l3 2.TT! ,\ 64 1 Is ..
10 1.55 \. .\ ,. .. ..
ZA N•.65 �\
ZG )2.2I •\ •• •1 Y .\ M •,
2D �•.02 .. N N
&}A $ERmwnA C-RAZr:;O 15 W 61tAN y ••
µ13 l•Sb .\ ., 04
.\
IL .,
TG 6,o6 .. 4. ... \. ., .. ., ..
,l .
NE b.1ob ,. .. ..
ISee attached map.
ZTotal field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS,NC
JUNE;.1996

EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Gr74vs>3o1=o Nob F�iRNnS— I�.Ifl�AiJ woot�s County: BERTte
Address: F o. WX 10004 J
(rDbDSBORO NG 27532 Date: 30 AQplt yq
Telephone: 01141•779-3t30
TABLE 1 - Field Specifications
Approxbndte Maximum
Maximum Maximum Application
Useable'Slze Appllcatlon per Irrigation
Field, of Fleld2 Slope Tiate3 Cycld
Number (acres) Soil Type ("/o) Cro s r clies Comments
4F µ.lq w►4k&4A%4 2-6 $E3R+vtWDA G1c•Azt�D Sw�C MN • 5o I•Cb
NG 2.t7 ,.
'f M 3.33 .. .. .,
7^Ap 4.Sgl .r .. ..
(Y 4.*1 •1
7 G �4.Li3 .. •• tor .• re ..
7p .05to to to
'I E I.6 t y •. ., .. .,
7 F
7Cs .tool ., to ., 4. to ..
1See attached map,
2Total field acreage minus required buffer areas.
3Refcr to N.C.Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS,NC
JUNIE;.1996

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Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make_ very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
* add soil to the berm to increase the elevation of the dam
pump wastes to fields at an acceptable rate
e stop all additional flow to the lagoon(waterers)
call a pumping contractor
make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
immediately, stop waste application
s create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
pipes and sprinklers:
Q stop recycle (flushing system) pump
® stop irrigation pump
® close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

flush system, houses, solids separators:
® stop recycle(flushing system) pump
® stop irrigation pump
© make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
* dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
* if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
2152
a) During normal business hours, call your DWQ regional office:.94-9r-946-6481; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility,telephone number,the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-794-5302 .
Page 2

d) Instruct EMS to contact the local Health Department: 919-794-5303
e) (For technical assistance)
Contact CES: 919-794-5317
Local MRCS office: 919-794-5305
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a) - -
b)
c)
i
bertie
Page 3

Insect Control Checklist for Animal Operations
Source Cause HM[Ps to Control Insects l Site Specific Practices f f
Liquid Systems _
Flush Gutters • Accumulation of solids f] Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits f Crusted Solids ff 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 Vegetative • Decaying vegetation CI' Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
- Dry Systems
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
1�r Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter). _ _Y
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
I7 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMI('-November 11, 1996, Page 1

Source Cause BWs to Control Insects• Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize. -
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613. '
AMIC-November 11, 1996, Page 2

Swine Farm Waste Manag,ement Odo� Control Checklist
Site S ecific Practices
Source Cause �MPs to Minimize Qdor P
Farmstead • Swine production I9 Vegetative or wooded buffers;
Q Recommended best management practices; c
IN Good judgment and common sense
Animal body surfaces • Dirty manure vered animals O' Dry floors
Floor surfaces
• Wet manure-comcd floors CO' Slotted floors;
IT Waterers located over slotted!floors; ,
O Feeders at high end of solid floors;
Gr Scrape manure buildup from floors;
0 Underfloor,ventilation for drying �
Manure collection pits • Urine; 0 Frequent manure removal by;flush,pit recharge,
Partial microbi I decomposition or scrape;;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0' Fan maintenance;
Dust R Efficient air movement
Indoor surfaces • Dust [3 Washdowo between groups of animals;
Gr Feed additives;
17 Feeder covers;
M' Feed deli� ry downspout extenders to feeder
eever-
Flush tanks • Agitation of reFycled lagoon Cl Flush tanklcovers;
liquid while ks are filling O' Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of reIcycled lagoon W Extend recharge lines to near bottom of pits
liquid while pits are filling with anti;siphon vents
Lift stations • Agitation duri'g sump tank 0 Sump tank covers I
filling and dra down
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance

i
o
' Source Cadse BMPs to Minimize Odor
Site Specific Practices
Agitation during wastewater CJ Extend discharge point of pipes underneath
End of drainpipes at conveyance ance g lagoon liquid level
lagoon Y
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
Biological mixing; lid'' Correct lagoon startup procedures;
• Agitation Gr Minimumsurface area-to-volume ratio;
CP' Minimum agitation when.pumping;
O Mechanical aeration;
O' Proven biological additives wk+"-c- N
• Hi pressure agitation; Cl' Irrigate oh,dry days with little or no wind;
Irrigation sprinkler P g
nozzles Wind drift CY Minimum recommended operating pressure;
R,`Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Partial microbial decomposition; O Bottom dr midlevel loading;
Storage tank or basin i
surface .` Mixing while idling; ❑ Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
I
Settling basin surface 0 Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
level;
• Mixing while filling;
• Agitation whe�ti emptying O Remove isettled solids regularly
Manure,slurry or sludge • Agitation whein spreading; ❑ Soil injection ofslurry/sludges;
spreader outlets • Volatile gas emissions ❑ Wash re IsIidual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while [I Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin.uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition Q Proper diisposition of carcasses
Dead animal disposal • Carcass decoritposition ❑ Completei covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners

i
Source C use BNIPs to Minimize Odor Site Specific Practices
Standing water around a Improper dra age; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matt(r
Manure tracked onto o Poorly maintained access roads W Farm access road maintenance
public roads from farm
access _�._-- ---- •-_--- � ._ — - —.w.�__�
Additional Information: _ .�_ -_ __ Available From
Swine Manure—Management; 0200 RuleIIB3 P Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
NCSU-BAE
Swine Production Facility Manure Managemirat:Pit Recharge-Lagoon Treatme��; EBAE 128-1 NCSU-BAE
Swine Production Facility Manure Managem nt:Underfloor Flush-Lagoon Treatment; EBAE 124-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sh et NCSU-BAE
NCSU-Swine Extension
Controlling Odors from Swine Buildings; P H-33 '
NPPC anual � NC!Pork Producers Assoc
Environmental Assurance Program; NCSU Agri Communications
Options for Managing Odor; a report from t e Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107,11995 Conference Proceedings Florida Cooperative Extension
' I
AMOC_Nnvember 11. 1996, Page 5

Version—November 26,2018
Oibrtaiity Management `ethods
Indicate which method(s)will be implemented.
.When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
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.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• 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.
i
n r�. : Poi _ 3 1$ .�
Si ature of Far Owner/Manager Date
40NU— 31��I11
Sig e o echnical Specialist Date