400097_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September. 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 40-0097 Certificate Of Coverage Number: AWS400097
2. Facility Name: Bullhead Farm
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: 4265 Fort Run Rd
City: Snow Hill State: NC Zip: 28580
6. County where Facility is located: Greene
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"): Maxwell Foods LLC
10. Operator Name(OIC): Jimm! R.Vinson Phone No.: 919-222-7289 OIC#: 20303
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
Animals Other 810
Operation Tvues•
Swine Cattle Dry Poultry Other T%ues
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 Twkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

o�S>fAT[a
ROY COOPER .. APR 0 2 2019
Governor 9 �!
MICHAEL S.REGAN
secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
Maxwell Foods LLC
Bullhead Farm
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 httys:Hdeo nc Loy/about/diyisions/water-resources/water-qualirv-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 your continued cove under the State Non-Discharge General Permits; you must submit_an application for
ermit covers a to the Division. Enclosed you will find a "Reguest for Certificate of Coverage Facility entl Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and neturned by April_3, 2019.
Please note that You must include one t11 copy of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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,
4�
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washin:.on Regional Office,Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files-AWS400097
Maxwell Foods LLC
�� -- • _tmnent of En hammnental(2ualtty I Ddvisian o7 Water Resotutoes
ri ],..1 1636 Madl SerV*e Center I Raie 0,With Carolina 27699-1636

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 7/6/1995 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),signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: .. �1+ ` h Title: PO
-
Signature: ! Date: —mil
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:2019PermitRenewal(a�ncdenr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

State of North Carolina
Department of Environment
and Natural Resources 4
Division of Water Quality
mom EL
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director NCDENR
NORTH CAROLINA DEPARTMENT OF
_ ENVIRONMENT AND NATURAL RESOURCES
April 6, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Goldsboro Hog Farms
Bullhead Farm
PO Box 10009
Goldsboro NC 27532
Farm Number: 40-97
Dear Goldsboro Hog Farms:
You are hereby notified that Bullhead Farm,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 sixty(60) 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 sixty(60) 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
Non-Discharge Permitting Unit
Post Office Box 29535
Raleigh,NC 27626-0535
If you have any questions concerning this letter,please call Dianne Thomas at(919)733-5083
extension 364 or Carl Dunn with the Washington Regional Office at(252) 946-6481.
Sincerel�j;p
F
C
for err� Stevens
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/10% post-consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing 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.
1. GENERAL INFORMATION:
1.1 Facility Name: Bullhead Farm
1.2 Print Land Owner's name: Goldsboro Hog Farms _
1.3 Mailing address: PO Box 10009
City,State: Goldsboro NC Zip: 27532
Telephone Number(include area code): 9 9 ^^" 01 t q-77$-3I3
1.4 County where facility is located: Greene
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR 1050,2 miles west of Fort Run Fire Department,
1/2 miles NE of Davis Clikiel. _
1.6 Print Farm Manager's name(if different from Land Owner):
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Goldsboro Hoe Farms
1.8 Date Facility Originally Began Operation: l/l/89
1.9 Date(s)of Facility Expansion(s)(if applicable): 5 j23 j qr,
2. OPERATION INFORMATION:
2.1 Facility No.: 40 (county number);_97 (facility number).
2.2 Operation Description: Swine operation
81�Certified Design Capacity
Is the above information correct? yes; no. If no,correct below using the design capacity of the facility
The"No.of Animals"should be the maximum number for which the waste management structures were designed.
-Type of Swine No.of Animals Type of Poultry No.of Animals Type 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:
FORM: AWO-G-E 5/28/98 Page 1 of 4 40-97

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 33-AL ; Required Acreage(as listed in the AWMP): -19- 23.SZ Ae-
2.4 Number ofEDstorage ponds(circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES. or NO (please circle,one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? A Mb(Nkt-T tsXfmslm 5/23 1,15
What was the date that this facility's land application areas were sited? _
3. 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
3.1 One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP,it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection,etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.). Please be
sure to include any site evaluations,wetland determinations,or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list,please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 40-97

Facility Number:40-97
Facility Name: Bullhead Farm
4. APPLICANT'S CERTIFICATION:
I, knipswtzp NOG FAizms (Land Owner's name listed in question 1.2),attest that
this application for 50 L;140*D FA1Za4 (Facility name listed in question 1.1)
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 aMMOEN✓jT-wNrAVVTkL M"AC-9meNT- Date 0q Am( A'R
5. MANAG 'S RTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
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
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH,NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 40-97

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday,April 23, 1998 Updated 1012312017
Producer : Maxwell Foods, Inc.
Farm Name - Bullhead
P.O.Box 10009
Goldsboro,NC 27532
Telephone# : [phone]
Type of Operation : Spent Sow Facility
Number of Animals : 810 sows 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
g rown.
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.
Pagel

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
810 sows X 3 tons waste/sows/year= 2430 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
810 sows X 3.7 Ibs PAN/sows/year = 2997 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 I : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE& LA S- CROP YIELD 113SAW COMM ACRES L SAW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
234 1A BLANTON 0-5% BH 4.5 225 0 4.07 916 APR-SEP
_234 - 1A BLANTON 0-5% SG 1 100 0 4.07 407 OCT-MAR
234 1B BLANTON 0-5% BH 4.5 225 0 4.07 916' APR-SEP
234 - 1 B BLANTON 0-5% SG 1 100 0 4.07 407 OCT-MAR
234 1C BLANTON 0-5% BH 4.5 225 0 3.3 743 APR-SEP
234 - 1 c BLANTON 0-5% SG 1 100 0 3.3 330 OCT-MAR
234 2A BLANTON 0-5% BH 4.5 225 0 2.2 495 APR-SEP
234 - 2A BLANTON 0-5% SG 1. 100 0 2.2 220 OCT-MAR
234 2B BLANTON 0-5% _ BH 4.5 225 0 1.61 362 APR-SEP
234 -- 2B BLANTON 0-5% SG 1 100 0 1.61 1611 OCT-MAR
234 2C BLANTON 0-5% BH 4.5 225 0 3.31 745 APR-SEP _
234 - 2C BLANTON 0-5% SG 1 100 0 3.31 331 OCT-MAR
234 _ 2D WAGRAM 0-6% BH _ 5.5 275 0 4.96 1364 APR-SEP
f 234 - 2D WAGRAM 0-6% SG 1 100 0 4.96 496 OCT-MAR
TOTALS: 7892
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 2

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.)
There are no Acres Leased
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:
CROP CODE CROP UNITS LBS N/UNIT
I BH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 23.52 7,892
TOTALS: 23.52 7,892
AMOUNT OF N PRODUCED: 2,997
'BALANCE -4,895
*** 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 nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 469.8 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 1.58 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)
1234 -2D WAGRAM 0-6% SG 0.60 *1
234 2D WAGRAM 0-6% BH 0.60 *1
234 1A,-1B,-1C,-2A,-2B,-24 BLANTON 0-5% SG 0.75 I *1
234 1A,1B,1C,2A,2B,2C BLANTON 0-5% BH 0.75 *1
* 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.
APR 0 2 20N
Page 4

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 Ibs/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 winter 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
-these management requirements shall also apply to overseeded winter small grain
For recordkeeping purposes, the same acres will/can be utilized for irrigation with both hard
hose travelers or aeroway applications. On the IRR-2 form an AW will designate that the
application was done with ar aeroway.
Page 5

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
component of a swine farm shall be at least 50 feet from any residential property boundary
Page 6

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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Bullhead
OWNER / 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):
please print
SIGNATURE: -� "- DATE:
' _ r
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY): 12 Hampton Lane
Weaverville, NC 28787
[phone]
SIGNATURE— DATE: 230M-2017
Page 9

A`MULL WAST3 XANA` `ZX=M PLAN c3R'PI7ICITION FOR NZ'rl OR RIPANDED FEEDLOTS
9lease retu--= the complated fora to the Division of Raviroamental 23anagamsat at
;a adds eas on the reverse side of this form.
Name of farm (Please print) : G0Lp`Wjz0 NOG F:AsZMS,� 5ut.L.t40AD r-Aiz t
Address• 1'0• PiDX 1d0001 �i.oL Fr�OFZO. NG Z.753Z-
. Phone No. : t --77%-3 1 O
.County: (yAMNE -
Farm location: Latitude and Longitude:M026' 28" /]7 H' �&! (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : k
Design capacity (number of animals) : 1A 5 NT SOWS
Average size of operation (12 month population avg.) : 000 �+EAD
Average acreage needed for land application of waste (acres).: 101 Ae, ZvAgwAt.
===sysasssesa=asss=:as�sso3s�3aayss=sssssss=��s=as=ss�as3�3ss3=3ss3=33==�===ss
Technical Specialist Certification
As a technical specialist designated by the North Carolina Sail and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
cperat-on and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2114.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-hava been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stoz-,nwater runoff events less severe .than the 25-year, 24-hour
storm.
_lame of Technical Specialist (Please Print) : &6017-Ct 14.
Affiliation: ENviV-oNMENTAL MANAbC-R - (VLV5b0" HO& FARMS twe .
Address (Agency) : RO/• bDK4,900,1 GOL.DS6au0, NG 27532 Phone No. H!q-7 -3130
Signature• Date• 10 AUG 015
3-------i73-3J--3 33 3-73=332377es337is737�333i 333�3373733-333�'3337333ss
Owner/Hanager Agre
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Sail and
Water Conservation District.
Name of Land owner (Please Print) : &OLV51102.0 N06 )'AF41 '5. INC.
Vj)Signature• JNZ AG�kT �¢ l� i0g0 I+OG Date- 10 AU6�1�
FA?xme,, INe-.
Nana lifferent from owner (Please print) :
Signature: Date:
.Tote: A change in land ownership requires notification or.a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within .60 days of a title transfer.
DEM USE ONLY:AC:TEW#
APR 0 2 2019

OPERATOR: GHP,ING. - SU"44EAp, FAV-M
COUNTY: GReR'`t e
TYPE OPERATION: goo s ENr sow r-Foes{
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. ) : 4g2W5 rT3
Actual Design Volume (cu.ft. ) : 5i�t6i3 Fri
Excavation (cu.yd. ) : 14z24 °3
Clay liner excavation( .cu.yd. ) :
! Total excavation (cu.yd. )
1 -
Pad and Dike Fill (cu.yd. ) :
Clay liner fill (cu-.yd. )
Total fill (cu.yd. )': -
Cut/Fill Ratio:
Job Class: ��°�'�") Date: 03 5u`Y Rf
Designed by: GHrF iNc
Approved.by: G-9s

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Operator:GHF-Bullhead 1 County: Greene Date: 07/03/95
Distance to nearest residence (other than owner) : 950.0 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
= 108000 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 270 9+r-AD Saws @ 400 tom. 0
Total Average Live Weight = 108000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 108000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 108000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
"OWNS Rct2llFSl5 A!D SLCcyYsiE STORaG�•
Volume = 0.0 cubic feet 9alr,6e Wou- be Fen Vev ;as NaFaVeV,"
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 310.0
Inside top width (feet)---------------------- 100.0
Top of dike elevation (feet)----------------- 51.5
Bottom of lagoon elevation (feet)------------ 39.5
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 3.0 304.0 94.0 11.0
AREA OF TOP
LENGTH * WIDTH =
304.0 94.0 28576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
238.0 28.0 6664 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
271.0 61.0 66124 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
28576.0 66124.0 6664.0 1.
Total Designed Volume Available = 185834 CU. FT.

:� . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length* Width =
310.0 100.0 31000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31000.0 square feet
Design temporary storage period to be 180 days.
`iA. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 108000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197280 gals. or 2637.4.3 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
4� Volume = 7.0 in * DA / 12 inches per foot
Volume = 18083.3 cubic feet
i

;�. Volume of 25 year - 24 hour storm
Volume = 7.0 inches J 12 inches per foot * DA
Volume = 18083.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26374 cubic feet
5B. 0 cubic feet
5C. 18083 cubic feet
5D. 18083 cubic feet
TOTAL 62541 cubic feet
5. SUMMARY -
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 310.0 feet
Inside top width==__________________________> 100.0 feet
Top of dike elevation=====__________________> 51.5 feet
Bottom of lagoon elevation__________________> 39.5 feet
Total required volume_______________________> 170541 cu. ft.
Actual design volume________________________> 185834 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.3 feet
Stop pumping elev.__________________________> 47.7 feet
Must be > or = to the SHWT elev.====______> 45.3 feet
Must be > or = to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume=====______> 108000 cu. ft.
Volume at stop pumping elevation=====_______> 114919 cu. ft.
Start pumping elev._________________________> 49.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 167751 cu. ft.
Volume at start pumping elevation=====______> 166412 cu. ft.
Required volume to be pumped______________==> 44458 cu. ft.
Actual volume planned to be pumped=====_____> 51493 cu. ft.
Min. thi ness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY: Gv
DATE: d4 L-f 05' DATE: 7- 6 - y1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS•

:)perator:GHF-Bullhead 2 County: Greene Date: 07/03/95
Distance to nearest residence (other than owner) : 950.0 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
1688 head (finishing only) x 135 lbs. = 216000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 640►467An sons G 40d L-*DG. 0
Total Average Live Weight = 216000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 216000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 216000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
110WO&M 'R.k-�auae r, Na Q tabe 9ropA6E.
Volume = 0.0 cubic feet Sc.caWe W-u. B0 R&ntiovED k1s NffrPeFP-"
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 305.0
Inside top width ( feet)---------------------- 150.0
Top of dike elevation ( feet)----------------- 51.5
Bottom of lagoon elevation ( feet)------------ 39.5
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 3.0 299.0 144.0 11.0
AREA OF TOP
LENGTH * WIDTH =
299.0 144.0 43056 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
233.0 78.0 18174 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
266.0 111.0 118104 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + .AREA BOTTOM] * DEPTH/6
43056.0 118104.0 18174.0 1.
Total Designed Volume Available = 328779 CU. FT.

i ., TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
305.0 150.0 45750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 45750.0 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 = 216000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 394560 gals. or 52748.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7'.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 26687.5 cubic feet

�'.D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 26687.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 0 cubic feet
5C. 26688 cubic feet
5D. 26688 cubic feet
TOTAL 106124 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====____=_> 7.0 inches
25 year - 24 hour rainfall__________________> 7 .0 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 305.0 feet
Inside top width____________________________> 150.0 feet
Top of dike elevation_______________________> 51.5 feet
Bottom of lagoon elevation__________________> 39.5 feet
Total required volume_______________________> 322124 cu. ft.
Actual design volume________________________> 328779 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.3 feet
Stop pumping elev.__________________________> 47 .7 feet
Must be > or = to the SHWT elev.====______> 45.3 feet
Must be > or = to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume=====______> 216000 cu. ft.
Volume at stop pumping elevation=====_______> 218378 cu. ft._
Start pumping elev._________________________> 49.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 302092 cu. ft.
Volume at start pumping elevation=====______> 299287 cu. ft.
Required volume to be pumped________________> 79436 cu. ft.
Actual volume planned to be pumped=====_____> 80909 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BYjt09
APPROVED BY:
H-F,,Ne.DATE: 0$ DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:—

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin -
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed 'at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial -
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial .filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation . 49.8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 79436 cubic feet or
594183 gallons.

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

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service j?�tj I.,Ij,;�l•1lti September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SiIEET fOR DAFiS,
•. ...
Landowner ( }'{ 11�1('_ 9LLLL�-(L'•AD �c�ISI ;' ' . county• R C�1�L_.
1
Community or Group No. -,Conservation,.p,laq, No. 1 ,:
Estimated Depth of Water to Top of M -F.t..,., Length of.Flood Pool 'C000 Ft.
1 . .4,
Date of Field Hazard .Investigation S -Z • •• 1
Evaluation by reach of flood plain downstream to the point of_:estimated minor.,effect
from sudden dam failure.. . ; • f •1::
Est, ev. :1 Neva o
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: ! Land Use ::; ; , Improvements Above :F,loodwater Above
Flood Plain: Flood Plain
Ft. Ft.
: : : f : ( • , ..t1 , 1 I :, ., .., .I }_' 1 •rye III1.•} I
•
w' h
• •
Describe potential for loss of life and damage• to existing or'probable future downstream
improvements from a sudden breach iask; woo uLa kpo h '
(� I 9An-tc o C
f
Hazard Classification of Dam (a, b, c) (see HEM-Part 520.21)
1,2�t1
Classification (1, II, III, IV V)
ay Date 7-6•95
name) (title
Concurred B Date � .
(name) title
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as needed.

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
* 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:
* immediatel%: stop waste application
• 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:
a pipes and sprinklers:
p 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:
(D 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.
2
a) During normal business hours, call your DWQ regional office: 9.W-946-64 8 1; 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
919-747-2544 (Vikie Hall).
Page 2

d) Instruct EMS to contact the local Health Department: 919-747-8181 (Douglas Urland).
e) (For technical assistance)
Contact CES: 919-747-5831 (Stan Dixon)
Local MRCS office: 919-747-3705
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)
Beene
Page 3

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • 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 13r. Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage _ O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
fir Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during_winter).
Feed Storage Accumulations of feed residues 0 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).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMW-November 11. 1996. Paae 1

Source Cause BMPs to Control Insects• Site Specific Practices
Animal Holding Areas Accumulations of animal wastes p Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O 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.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.
AMIC-November 11, 1996, Page 2

EXHIBrr D.1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: v58 140 A-lzr�s- sct�,i Nt D
Address: P.O. 50X 100oej County: C�ixNE
G-o{.'i>5 S0P-O NC 2753 Z.
Telcphonc: a{4-•7'75-3 130 Date.
TABLE I - Field Specifications
Approximi de
Maximum Maximwn
Useable Sin Applleatlon
Fleldl of Fleid2 Slope Applleallon per trrigamn {
Number aeees) Soil T e Rafe3 �1e3
sti Cro a Whr
r3f.ANTDN f7.5°]a t3�, ches
i A 4.o7 ) CoaMlMts
TWA H-AM S M 617.4z N .7.5
16 �•,07 �, • ,, .
.75
4 G 3.30 •� ., .. .. ., .. i. o0
Zfl 2.20 ,. ,• •T5
.-75 1.ao
2G 175 1.00
3.3 t •• ,
ZD 4.116 I.00
WACrRA-nn b-6 90 •, �, • •• .60
(.00
I Sce attached map.
2Total field acreage minus required buffer areas.
311efer 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.
• NRC�,NC
JUNE_ 1996

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Version—November 26,2018
i�'� Eortality si,,,,~�anagement �``V,A-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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
(� A composting system approved and permitted by the NC Department of Agriculture&Con-
,L!I 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).
aEl 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
P0 3//�J/
S gnature of Farm Owner/Manager Date
311i� I kJ
�tur
f Technical Specialist Date

i
Management OdoF Control �Ihed list
Swine Farm Waste anag, �"
cause I Site Specific Practices
Source AMPS to Minimize Odor
Farmstead • Swine production 0 Vegetative or wooded buffers;
f9 Recommehded best management practices; c
9 Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals Gr Dry floors
Floor surfaces • Wet manure-covered floors Q' Slotted floors;
W Waterers located over slotted'floors; ,
17 Feeders at high end of solid floors;
W Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits Urine; O Frequent manure removal byflush,pit rechar e,
• . Partial microbial decomposition or scrape;
y — O Underfloor ventilation
^
Ventilation exhaust fans • Volatile gases; W Fan maintenance;
Dust a Efficient air movement
Indoor surfaces • Dust ff Washdowo between groups of animals;
W Feed additives;
O Feeder covers;
Q' Feed deliLOry downspout extenders to feeder
e0yer3 --
Flush tanks • Agitation of rei ycled lagoon O Flush tanklcovers; I�
liquid while tanks are filling D' Extend fill lines to near bottim of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance _ _—_--- -- -- -
Pit recharge points • Agitation of recycled lagoon CAI' Extend recharge lines to near bottom of pits
liquid while pi Is are filling with anti;'siphon vents
• A itation durib sum tank O Sump tank covers
Lift stations g g p
filling and dra I down
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

-
Source Cause aMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas e issions; W Proper lagoon liquid capacity;
• Biological mixing; W Correct lagoon startup procedures;
Agitation Gr Minimuni surface area-to-volume ratio;
[r Minim u ' agitation when.pumping;
Cl Mechanical aeration;
ff Proven biological additives—wrtVT-0 a
Irrigation sprinkler • High pressure gitation; W Irrigate on,dry days with little or no wind;
nozzles . Wind drift a Minimum recommended operating pressure;
W Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Storage tank or basin • Partial microb}al decomposition; ❑ Bottom dr midlevel loading;
surface . Mixing while flling; O Tank covers;
• Agitation wheyi emptying O Basin surface mats of solids;
❑ Proven biological additives or oxidants
_ I
Settling basin surface • Partial microTl decomposition; ❑ Extend drainpipe outlets underneath liquid w'
• Mixing while Filling; level;
• Agitation when emptying O Removelsettled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
I
spreader outlets • Volatile gas einlissions ❑ Wash residual manure from spreader after use;
Cl Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying D Soil incorporation within 48 hrs.;
surfaces ❑ Spread in!thin.uniform layers for rapid drying;
❑ Proven I i' logical additives or oxidants
Dead animals • Carcass decomposition B Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Compleiei covering of carcasses in burial pits;
pits O Proper Ibtation/construction of disposal pits
Incinerators 0 incomplete combustion 0 Secondary stack burners

Source Ouse, BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 9 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads lid' Farm access road maintenance
public roads from farm
access
Additional Information: _ Av4ilable From: _
Swine Manure Management; 0200 Rule/B1�P Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet' NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon TreatmeWt; EBAE 128-89 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Tre�tment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livesto k Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sh et NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-'Swine Extension
Environmental Assurance Program; NPPC I anual NC;Pork Producers Assoc
Options for Managing Odor; a report from tie Swine Odor Task Force I NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107,1 i995 Conference Proceedings Florida Cooperative Extension
I I
I
I
I
n KAnr 1 1. 1996_ Paee 5

Brent Mitchell
From: Ravella, Ramesh <Ramesh.Ravel [e-mail]>
Sent: Tuesday,June 18, 2019 1:57 PM
To: Brent Mitchell
Subject: AWS400097
Hi Brent,
Please see if you know details of this Facility, AWS400097. The map shows Two lagoons, but the information in
the application is for one lagoon only. Please clarify.
Thank you
Ramesh Ravella
Environmental Program Consultant
DEQ-DWR AFO Program
Ph:919-707-3702
Email:Ramesh.RavellaCahlcdem.gov
512 N. Salisbury St
1636 Mail Service Center
Raleigh NC 27699-1636
�OtI''�-,
yyOtt uJ/� sae% Gr�,tJ GG� r /✓ (() l/
are

i�
a
r
t
i
OPERATOR: G eu eA F m
COUNTY: GREENE
TYPE OPERATION• goo SpeNr sow pauoTf
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.
�4g2W; Gf''
Best Estimates: Total ActualRDesigndVolumee(cuuftt) : 51'+013F-0
Excavation (cu.yd. ) : i�}224 Yv3
Clay liner excavation( cu.yd. ) :
Total excavation (cu.yd. )
Pad and Dike Fill (cu.yd. ) : 5z44Yv3
Clay liner fill (cu yd. )
Total fill (cu.yd. ) :
Cut/Fill Ratio �
: 7-1 :
Job Class: �_'vN) Date: 03 St+W AS
Designed by: PiLIA � /1kf INc
Approved.by: � �-9s
�V
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MILMGE NON LIOWN ON fRON]AGE Rl
ROADS SNOW,AS OF]AN.I,1900.
9

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TYPES OFMAT .RiAC. ENCOVNTEIIED I!1 Bot`llfiro�
(Use sate of systems below) • '
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded grawelet gravel,sand mix 'R-grave!
GP-Poorly graded gravels s-aaxd
OM-Silty grovels; gravel-sand-silt mis qts-very fine trend
CC-Clayey gravels; grovel-sand-cloy mix 61-Randy loam
SW-Wall graded sands;send-grovel mix fat-fine easily, Inate
Sp-peoely,graded sands I-lonm -
SM•Silty sand gi-gravelly loon
SC-clayey sands; sand-cloy mlxtates a1-silt t 1
ML-silts:silty,o.fine anndetsendyof clayey silt sit-sill loom '+ 7' - t
CL•Cinys of low to medtam plasticity' of-clay teem ' t
CII-InwRanie clays of wgb plasticity ■Iel-sUly clay loam .
fill[-Elastic Bills MCI-sandy clay loom
oL-Orsanic silts and silty claye, low plasticity sic-sllty,clay
01t-Drgan10 clays.medlam to high plasllc►ty C•tioy
L BWfable nKteelal fm emlrosicieit is avatla6le L 4Y." (�Ne tM1ra.N wAw1 ka. �x a+Jxk+t wt
HEMARR9: "�U 1 .�.t,.��!l.r./� � /.Y.r��•-y'�J�'/r �C'��•'.• + '.
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E00 ' 39Hd ON IIIH MONS SOSH WOH3 91 :171 SFi , F:7 ,4H11

GREENE COUNTY,P
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Yi1

Operator:GHF-Bullhead 1 County: Greene Date: 07/03/95
Distance to nearest residence (other than owner) : 950.0 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
108000 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 270 I+EAv Sows G@ 400 tom. 0
Total Average Live Weight = 108000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 108000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 108000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
"OWNS 'pa2ae m NO 4Utv&e 9rQRAGE
Volume = 0.0 cubic feet 5utr*e WiLl. be RVvwY&T;, AS N&Cvev, '
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 310. 0
Inside top width (feet) ---------------------- 100. 0
Top of dike elevation ( feet)----------------- 51.5
Bottom of lagoon elevation ( feet)------------ 39.5
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 3.0 304.0 94.0 11.0
AREA OF TOP
LENGTH * WIDTH =
304.0 94.0 28576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
238.0 28.0 6664 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
271.0 61.0 66124 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
28576.0 66124.0 6664.0 1. 8
Total Designed Volume Available = 185834 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
310.0 100.0 31000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31000.0 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 = 108000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197280 gals. or 26374.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 . 48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 .0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 18083. 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .0 inches / 12 inches per foot * DA
Volume = 18083 .3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26374 cubic feet
513. 0 cubic feet
5C. 18083 cubic feet
5D. 18083 cubic feet
TOTAL 62541 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 .0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Freeboard___________________________________> 1.0 feet
---__> 3 .0 : 1
Side slopes_______________________________
Inside top length___________________________> 310.0 feet
Inside top width____________________________> 100.0 feet
Top of dike elevation_______________________> 51.5 feet
Bottom of lagoon elevation__________________> 39.5 feet
Total required volume_______________________> 170541 cu. ft.
Actual design volume________________________> 185834 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45.3 feet
Stop pumping elev.__________________________> 47.7 feet
Must be > or = to the SHWT elev.====______> 45.3 feet
Must be > or = to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume=====______> 108000 cu. ft.
Volume at stop pumping elevation=====_______> 114919 cu. ft.
Start pumping elev._________________________> 49.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 167751 cu. ft.
Volume at start pumping elevation=====______> 166412 cu. ft.
Required volume to be pumped________________> 44458 cu. ft.
Actual volume planned to be pumped=====_____> 51493 cu. ft.
Min. thic ness of soil liner when required==> 1.8 feet
7. DESIGNED B44wz
APPROVED BY:
DAT DATE: 7_ 9
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:GHF-Bullhead 2 County: Greene Date: 07/03/95
Distance to nearest residence (other than owner) : 950.0 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
16ee heat" finishing only) X 138 lbs. = 216000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 5+0 µEarl SOWS 0, 400 1-'l• 0
Total Average Live Weight = 216000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 216000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 216000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
1'OWNEK vzeaueeje, NO 44<p6E e5TOWFbe.
Volume = 0.0 cubic feet 4-UCP&e wiu. Ve RBMovev AS, N&VvEv. '
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 305.0
Inside top width ( feet)---------------------- 150.0
Top of dike elevation ( feet)----------------- 51.5
Bottom of lagoon elevation ( feet)------------ 39. 5
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. 0 299.0 144.0 11.0
AREA OF TOP
LENGTH * WIDTH =
299.0 144.0 43056 (AREA OF TOP)
AREA OF BOTTOM
-LENGTH * WIDTH =
233.0 78.0 18174 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
266.0 111.0 118104 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
43056.0 118104.0 18174.0 1.8
Total Designed Volume Available = 328779 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
305.0 150.0 45750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 45750.0 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 = 216000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 394560 gals. or 52748.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 26687.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .0 inches / 12 inches per foot * DA
Volume = 26687 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 0 cubic feet
5C. 26688 cubic feet
5D. 26688 cubic feet
TOTAL 106124 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7 .0 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3 .0 : 1
Inside top length___________________________> 305.0 feet
Inside top width____________________________> 150.0 feet
Top of dike elevation_______________________> 51.5 feet
Bottom of lagoon elevation__________________> 39.5 feet
Total required volume_______________________> 322124 cu. ft.
Actual design volume________________________> 328779 cu. ft.
Seasonal high watertable elevation (SHWT)===> 45 .3 feet
Stop pumping elev.__________________________> 47.7 feet
Must be > or = to the SHWT elev.====______> 45. 3 feet
Must be > or = to min. req. treatment el.=> 45. 5 feet
Required minimum treatment volume=====______> 216000 cu. ft.
Volume at stop pumping elevation=====_______> 218378 cu. ft.
Start pumping elev._________________________> 49. 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 302092 cu. ft.
Volume at start pumping elevation=====______> 299287 cu. ft.
Required volume to be pumped________________> 79436 cu. ft.
Actual volume planned to be pumped=====_____> 80909 cu. ft.
Min. thickness of soil
l liner when required==> 1.8 feet
7. DESIGNED BY: "-' APPROVED BY: �, 1��
. P�rtusj!>�rF, WG.
DATE. 04 Ari DATE: 7 fr- 9 f
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2 ) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe( s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47 .7 . This temporary
storage, less 25 yr- 24 hr storm, contains 79436 cubic feet or
594183 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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WAS T . UT ILI ZAT;1QN ,.PLAN
Producer: G, H, F INC. B) U� U-Ao FVILI S
Location: I4 'vJ'e 1 t,p. j �'Vo"J 'j '5 V 105B
Telephone:
Type Operation: SPED T 50uO5
Number of Animals : 800
(Design Capacity)
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 the 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 content 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 available water holding capacities . .
Normally waste shall not be applied to land eroding at greater than
5 tons per acre per year . With special precautions , 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 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 .
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
it ltfind iniormation er of waste on
proper sampling techniques , preparation,
samples to the lab for analysis .
This waste utilization plan, if carried out, meets the reauirements
for compliance with 15A NCAC 2H. 0217 adopted by the Environmental
Management commission.
1

A -rACEDSENT A
l
Amount of waste Produced Per Year(gallons, ft3, tons, etc.)
800 _animals X__La—(amt• ) waste/animal/year ( t• )
waste/year.
Amount of Plant Available Nitrogen PAN Produced Per Year
00 animals X�_lbs . PAN/animal/year = �/.��0 lbs . PAN/year..
(pAN from N. C. Tech. Guide Std. 633)
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 and surface application:
Table 1 : ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs . N * Acres Uts . N Month of
ilized Application
# No . Type Per Ac .
N C. e¢. C,• 22 O
21
Total 0 57
* This N is from animal waste only. if nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N must be based on realistic yield expectation.
K may
NOTE: The applicator isrem
while meeting the N requ ' entsetiond Begiaaiagthat Pdin 1996btheyer Coastal1e%
l
Zone Management Act will require farmers in some eastern counties
North This plan onlytrient addressesaNiit ent plan that addresses
Nitrogen.
2

AST UT TZATN....:.PAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2))
Tract Field Soil crop Lbs . N * Acres Lbs . N Month of
# Type Per Ac . Utilized Application
IEEE E
Total
* See footnote for Table 1 .
Totals from above Tables
Acres Lbs . N
Utilized
Table 1 ��r--
Table 2
Total
Amount of N Produced 432Q
Surplus or De icit
NOTE: The Waste Utilization Plan must contain provisions for
periodic land application of sludge at agronomic rates. The
sludge will be nutrient rich and will require precautionary
measures to prevent over application of nutrients or other
elements.
3

ATTACFiVSE:rT A
mAS UT; L I.ZAT QI . o IPA , ..
fee attached map showing the fields to be used for the utilization
of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
Rate(In/Hr) Amount(In. )
SPP w4woA'..)r �Znl0'. ) P'rllkkt','�`aa Raltl.
2 W�I3 C. spa. UrU
1
Z
l
TNIS TABLE SS NOT ==ED IF WASTE IS NOT BtINO APPLIED By IRRIOATION. HOWEVER A SnUL;LR '!ABLE WILL e.
NEEDED FOR ORS LITTER OR SLORRT.
Your facility is designed for 18 0O days of temporary storage and
the temporary storage must be removed on the average of once every
MONTHS. In no instance should the volume of waste being
stored n your structure exceed Elevation kG,R
Call the local Natural Resources Conservation Service (formerly
Soil Conservation Service) or Soil and Water Conservation District
office after you receive the waste analysis report for assistance
in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative of Operation: 0w6 )v,s t oa a .14, tip
d pyl'nl e. �z(r I�,It w!
excep� Pb-esIC Soil 1z'6 O ca^n M P Ndf a MA Xi V!" I\rr.�r OrJ
J I DP o,
A II1C L{na SM Ua �1C(fP
S�Ct rl'�.P 11C2 1W uNtr +�11(f.eF y� PV
TV[ 114 t�COO .
I
4
)1:

BIAS TE 'l-UTLL I ZATI ON PLAN
REQUIRED 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 the
assessment of civil penalties of $10 , 000 per day by the
Division of Environmental Management 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 on which to properly apply the
waste . If the producer does not own adequate land to
properly dispose of waste , he shall provide MRCS with a
copy of a written agreement (sample enclosed) 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 DF—M. (See FOTG Standard 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
the wind is blowing .
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 "Weacl�er and Climate in Nor::h Carolina" in
the Technical Reference - Environment file far guidance :)
r

J
XrTaM IF'IT "A"
REQUIRED SPECIFICATIONS
(Co dnuad)
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 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 no more than 20 to 25 percent of the
leaf area is covered.
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 the
crop on bare soil.
11 . Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters
that are not perennial provided adequate vegetative filter
strips are present . (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 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
wetlands 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, and only then at
agronomic rates provided the application causes no runoff
or drift from the site.
6

,WA::, - :ZA� I N.%;.;PLAN ,u.:a x
REQUIRED SPECIFICATIONS
(C�dnc�a)
16 . Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc. , shall not be discharged
into the animal waste management system.'
17 . Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide
adequate storage for a 25-year, 24-hour storm event in
addition to the one ( 1 ) foot mandatory freeboard.
18 . 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 .
19 . 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.
20 . 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 .
7

ATT.�CH:bI= A
SAS TE UCLA' I.QI
AN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: l� ��� 3Ull a�AO �1RM5
owner/Manager Agreement
I (we) understand and will follow and implement the specification
and the operation and maintenance procedures established 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 storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Environment Management (DEM) before the new animals are
stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of
f thesto state m. from
a storm event less severe than the 25-year,,
approved plan will be filed on-site at the farm office and at the
off
the
local
soil
y DEM
and
Water
uponCrequesttion District and will
be available for review b
Name of Facility owner:
(Please print)
Signature: �tA¢_ 1 _ Date: Q'7 bggr,
Name of Manage different from owner) :
Signature:
Date:
Name of Technical Specialist: (Please print) 'JX ' cJre
Affiliation: D,s-tr;c ('onser�t'Aor.�s� •-
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Address (Agency) :
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Date:
Signature:
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Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
A i-Waste Ma- Magem-ent
Biological and Agriacli:aml Engineering Nor& Carolina State University
i
LIDS = AASTE ¢ixar. G, ♦xer.TcIS AHD CALCUL =0g
OF LARD AP_VLICATION RATPC
James C. Barker*
I. SAMPLE COLL.ECTIOH
A. Semi-Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of marn.re from
different locations using nonmetallic collectors.
ii. From storage
a. Collect about 2 lbs of ma ,re from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Manure Sluts±
i. Under-slotted-floor pit
a. Extend a 1/2' nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper and of conduit (e.g. , by placing a thumb over end
of conduit) =apping manure that has entered lower and, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper-agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or frog manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

Attachment B
Page 2 of'3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
J. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within l' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
L. House litter
a. Visually inspect litter for areas of varying quality, e.g. ,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. . E.g. , if 20% of litter ,of similar visual quality is
around feeders and waterers, take 1 subsample there and the
- other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.

Attachment B
Page l of 3
II. sAHPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand-delivery is most reliable way of sample transfer. '
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. AFL Eastern Agricultural Lab, Inc, iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NO 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NO 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc. )
b. Livestock usage (swine-nursery, finishing; turkey-breeders ,
brooderhduse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy-lot scraped manure, liquid slurry; swine-pit
slurry, lagoon liquid, sludge; broiler-house litter, stockpile
iv. Routine analyses performed on all samples: N, P, R, ca, Mg, Na,
S. Fe, Mn, Zn, Cu, B
v, Additional analyses performed upon request: DH, No, Cd, Ni, Pb

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()pe/ abor ; G!F INC. Bi1L| HFADCour/ty : G8lFFN|� Date : 07/06/0�.
Distance to nearest residence ( other than owner ) : 950^0 feet
1 " AVERASE LIVE WEIGHT (ALW)
0 sows ( farrow to finish ) x 141T | bs . = O | 0''
0 sows ( farrow to feeder ) x 522 | bs " 0 | hs
0 head ( finishing only) x 135 | hs , = 0 | bs
0 sows ( farrow to wean ) x 433 | bs " = 0 | bs
0 head ( wean to feeder ) x 30 I bs 0 | bs
Describe other : ___________________________________^: 32400O
--------------- .......... ~----------^.............
-
Total Average Live Weight = 324000 | bs
2 , MINIMUM REOnlRED TREATMENT VOLUME OF LAGOON
Volume = 324000 | bs . ALW x Treatment Vo | yme (CF) / | b . ALW
Treatment Volume (CF) / | b " ALW = l CF/ / b " ALW
volume = 324000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMoiATION
Volume - 0 .0 cubic feet
4" TOT4L gESlSNED YOLUME
Inside top length ( feet ) ---------------------
Inside top width ( feet ) - - ------------ - - - --- -- 105"O
Top of dike elevation ( feet ) ----`---`---~-^-- 51 "5
Bottom of lagoon elevation ( feet ) '-----^---~- 39^!F�i
Frepb^ard ( feet ) --- ----- - ---- --- ---- -- - ------ 1 ^ 0
Side slopes ( inside | aSoon ) ------------------ 3"0 : 1
Total design volume using prismoida | formula
SS/ENq1 SS/END2 915/13IDE1 SS/0IDE2 LENGTH WIDTH DEPTH
3" 0 3.0 3" O 3. 0 722"8 99. 0 11 . 0
AREA OF TOP
LENGTH * WIDTI
72218 99 .0 71557 (AREA OF TOP)
AREA OF Y:OTT;M
LFN8TH * WIDTH �
656^8 33"O 21674 ( AREA OF 8OTTDM )
AREA OF MIDSECTION
LENGTH * WIDTH * 4
699.8 66.O 182107 (AMA BE MIDSECTION * 4)
CU ^ FT ^ = [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 �
T1557 "2 192107 .2 21671 "4 1 "8 �
�
Total Designed Volume Available = 50478S CU^ FT"
�

5" TEMPORARY STORAGE REOyIRED
DRAINAGE AREA :
Lagoon ( top of dike )
Length * Width �
728N 100.0 76524 "0 square feet
Buildings ( roof and lot water )
0.0 square feet Describe this area .
TOTAL DA 76524"0 square feet
Design temporary storage period to be 180 days .
5A . Volume of waste produced
Feces & urine production in gal . /day per 135 ( b " ALW 1 ^37
Volume 324000 | bs . ALW/ 135 | bs " ALW * 1 .37 gal /day 19(} days
Volume 591940 gals . or 79123.0 cubic feet
58 . 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 * 190 days stora8e/1^ 48 gallons
per CF
Vo | ume O"0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount "
130 days excess rainfall = T.0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 44639^0 cubic fee (;
�
�

�D^ Volume of 25 year - 21 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume - 44639.0 cubic feet
TOTAL pEgUIREn TEMPORARY STORAG[
5A . T9123 cubic feet
5n. 0 cubic feet
50" 44639 cubic feet
5D" 44609 cubic feet
TOTAL 168401 cubic feet
�. SUMIYIARY
Temporary storage period=.= 180 days
Rainfall in excess of evaporation—.. .- -> 7" 0 inches
25 year - 24 hour ra } nfaIN===.=============> 7"0 inches
Freeboard... ... .=..- -> 1 .0 fent
Sidr =...... 3 . 0 : 1
Inside top | enSth==== T28.9 feet
Inside top width—, -- ----..=. 105.0 feet
Top of dike elevation---=.....--==> 51 . 5 feet
Bottom of | aS.on .========> 39"5 feet
Total required volume... ....—==.. ....---> 492401 cu. ft . *
Actual design volume---.=.. 504789 cu. ft " *
Seasonal hiSh :atertab } e elevation ( SMWT) —Q 45 .3 feet
Stop pumping 470 feet
Must he > or - to the 3MWT 45"3 feet
Must be > or � to min ^ req , treatment e ( " => 45. 5 feet
Required minimum treatment vo | ume--=— :=�> 324(t()0 cu� ft �
Volume at stop pumping e ! evation=—========> 323493 cu. ft "
Start pumping e | ev. ====— ....=...—=.==—> 49,8 feet *
Must he at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfa | | —> 460149 cu. ft .
Volume at start pumping elevation==---> 455902 cu . ft .
Required volume to be pumped�...=...=....—> 123762 cu . ft . *
Actual volume planned to be pumped==========> 132409 cu . ft . *
Min " thickness of soil | iner when required"-> 1 .8 feet
V . DESIGNED oY: APPROVED BY:,,
DATE: nATE:
NOTE: SHE ATTACHED WASTE UTILIZATION FLAN
COMMENTO :____________,______________________________________ �
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------------
Site Balance Report
Grid cell size: 4.04 by 4.06
Original drawing scale: 100. 00 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:26:49
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0. 00
Balancing to 0.0 +/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 14223 . 78 6554. 75 7669.03
1. 195 11732.01 13044.87 -1312 .86
1.020 12081.21 12077. 39 3 .82
Raise "Proposed" by 1.020 feet.

Orientation: -45.0 . Z Magnification: 11.0 Inclination: 20.0
111111t1 �(�
U111111i11it111111gi111 ""Iql( "utl
_:.-'" a 111111111111`tl`111'�,ri�
---- Illl I1111111111A11IN1 ...
„� U1111t111N111t11tU111y y,\�. �� ��//m'�f q�11Tf�1��1T "'
\
__.._. ,\ 111111UINIt11R1 i1111_`;�" "��"\�%�"y"� ; �� T •••`•
55.0
t[�111111111111t1111111i~j1Y1�) \� \` ``��`��
50.0 7u- 11111,1u-
7
'l / 1 � l�Y7
45.0
40.0
35.0
30 Mesh Surface
Lower Left
30 Mesh Surface
Proposed
Project: Bullhead
Drawing: . Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07iO3i95 Time: 16.16:15

Al
00 %'Be
00 44.00
0
7. 0 45.00
- i51.50
46.00
.
49.00
51.so::
_._.._.- ; 50.00
50.00
39.
6 39.50 51.00
49. 51.
50. 0
39.50
51.06 i.
.__.........--__...__._....___._..._..._..._ Si.50
51,00 I-b1�5e—__.-__....._..__..._.....---._--..............._._.
51.00
.54.20 54.20 1.30
2.00
Report: Plan View Cross-section Locations
Project: Bullhead
Drawing: Original
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 15:59:46
Scale: 80 Win
0 80 160

Cross-Section Plots
Digitized Points
Horiz. scale: 65 ft/in Vert. scale: 3 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:03:07
A - A'
53.8
52.3 ................................................................................................................................................................................................................................................................................................................................................._.................................................................
50.8 ........__......__..._.._........---_......._..........a.._...._;_....._......................
49.3 ......................:�...............;. '................::.........................................................i............. _ ...................
t
Proposed
47.8 . . .. ..•. ...................
46.3 ....................................__..._.......
Existing
41.8 ..............
40.3 ...................................................._':.......
......................................
........................................................................................................................................................................................................................................ ...............................................................
38.8 ....._...................._._......__._......_._.__.........................._......................__.......................-`......_...____........._.............__..,......__..........,.,......._.......,......,._........,..,.......__..............._......,,.,.,.,._...,_„_._...._.,_,,,,...._..___,,..,.....__,_,,,,...__........__........_.....__.......
529.0
37.3 585.0

Cross-Section Plots
Digitized Points
Horiz. scale: 65 ft/in Vert. scale: 3 Ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:07:05
B - B'
53.7
52.2
50.7 ._....................................____............_......................_................_....._.................................._..........___..............._......__....................._.............._...._............_......___._......_._..............
........_.....__.._ ........._i....._...._......................_._._.......__.........__.
...........................
Proposed
Proposed
47.7 ..................._.........__.............._._.___...._......._......__......._......__............__i_........_......._......_...-.._.._......................._................._......._.............._.................__._...._..-...................._..............r:.. .;_................_._:.................................__.__............._.....
i.
44.7 _..__._..____................_....___......___...................................__.__._..................
........___.........................._....................................................._........._......._..........___....................._...._......___._.i...........
__...........__.......__.._....................__.........._....__..
43.2 .................................................................................................................................:.................................................................................................................................................................................'...................... ................. ..................
.....
Existing
41.7 ...._..........._....._........... .........................................._.__._....__...._':..._.._...._......_...:.........__......._..___...._............._..........._........_.._.........__......._..._.................__........
........._...__................._......................_....._............._......................
40.2 ......................._..._...............__......_..._......__................._...._....__..._......."".........._i___......................._..........._.._..........__._....__............,.,....,........_._.._.._.....................,,,,.,.,.,......_.._..,....,.. __....._..,.,,.,.,...,...................._..............................__...__.._.._..
38.7 _.._................_...............___.._..___._..._.___..____..........................._...._..._._...._._..........._.._..__........................._......................................................_......................._................
__................_.__...............................__....._.._..........._.......__........_.........
415.0
37.2 585.0

Cross-Section Plots
Digitized Points
Horiz. scale: 65 ft/in Vert. scale: 3 Win
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOL.DSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16.10:58
C - C,
54.7
Proposed -�
.................... ...... ......
48.7 .................._:..:.............................
..... .,.,..............,.............. .......... . ............
47.2 ............................................................................................................................................................................................................................._.....................................................;.:.......... ..................... ............
........................................; . ............................. .....
........... ... . . ...... .....
44.2 ........................................................................................................................................................................................_..................................................................................................._.........................
........................., ............. .... ........_ . ..........
Existing
42.7 ........................................................................................................................................................................................................................................................_......................................j;.......................... ................................................................ ..........
41.2 ......._...._....__......................._........_........................__..........._..._....._.........................__............._........._..............................................._.........__..__............_..........._............._...._.......
_ ..................._......... ........._.....__..................___......_....___._..............
39.7 __...........____........_._____..__.._.._...................._..._................._.....____....._.._..._..._.._...__................_._....._..._............_............................._..................._._..._............................_..._i.........__........... ....__..........._.._................................................
_..
444.5
38.2 585.0

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. 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 1.8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

r
U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service y (;( ( ,(�;i(,411 September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET fOR, DIMS,
C ;t°C. U�LL4L:r 9 1 y.', 1• 1 'AM 1.( . J( :.'Landowner �; =� ,'• � Count tm
Convnunity or Group No. �iConservation,.p,lan, No., ,�.
Estimated Oepth of Water to Top of F.t.,,; Length of.F.lood Pool 'Gin')0 Ft.
Date of Field Hazard Investigation 1:5 -z 1
Evaluation by reach of flood plain ,downstream to the point of,estimated minor-effect
from sudden dam failure.. .
Est, Elev. :tst. Eleva on
; 1 Kind of :Improvements: of Breach
Reach: Length: Width: Shope: Land Use .: ; a , Improvements, • s Above :FIoodwater Above '
: : a Flood Plain: Flood Plain
I '
), it ,\1 1 ,- ' ( '•'1( �j'( t
3 : l ' : •1• : ,• r,l:.,,F; i:rryl; wA a,i .\ . : , (,I n•n'
Describe potential for loss of life and damage, to existing or'probable future downstream
Improvements from a sudden breache{o' N'
^ {
(
i
Hazard Classification of Dam (a, b, c) (see HEM-Part 620.21)
Lzaer o _
Mo Classification (I , II , II1, 1V V)
BY A X . Date 9,5
%name)
.\
Concurred B Y1 . , mac _�� �_ Date 7—C -s'.r
name t t ei
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

Total Volumes
Grid cell size: 4.04 by 4.06
Original drawing scale: 100.00 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:31:04
------------
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
Cut 14223.78 0.00 14223. 78
Fill 5243.80 25.00 6554.75
Difference 8979.98 Net Export 7669.03
All volumes are in cubic yards.

Brent Mitchell
From: Ravella, Ramesh <[e-mail]>
Sent: Tuesday,June 18, 2019 1:57 PM
To: Brent Mitchell
Subject: AWS400097
Hi Brent,
Please see if you know details of this Facility, AWS400097. The map shows Two lagoons, but the information in
the application is for one lagoon only. Please clarify.
Thank you
Ramesh Ravella
Environmental Program Consultant
DEQ-DWR AFO Program
Ph:919-707-3702
Email:[e-mail]
512 N. Salisbury St
1636 Mail Service Center
Raleigh NC 27699-1636
z yw �/

�
� ~^�
]perator :GHF INC, Tin -1 C':MunTy: 8REENF Date : 07/O6/95
] is1�ance to nearest residence ( other than owner ) : D. feet
�
�
t . AuEPA8Z LIVE WEIGHT (ALW>
0 sows ( farrow to finish >
0 sows ( farrow to f e e d eq L,s
0 hea S on } y) x
0 s"ws ( farI wean ) x 433 ) bs .
0 �ead (wean to feeder > x 30 | )s .
Describe other : ...................................,^.........'... ..................... ....._...................
_^_^: 3240()0
_....... _.............................__^............._........................~... .....__
Tota | Avera8e Live 14ei ht � 3240O0 1bs
MINIMUM �EQUIRE� TREATMENT VOLUME OF L�8OnN
V | ume = 324000 11s , A x Treatment Vo | ume (CF> / / b " ALW
Treatment Vo | ume b . A Vj
VoIume club ic feet
�. �TOp48F VOLUmE FOR SLUDCIEK 'PCCUMLjLATION
Ur, ! ume = 0.0 cubic feet
�. TOTAL DESI{�mE� VOLUME
Inside top ( enSth ( fee� ) -------------------`- 728"G
Inside top width ( feet ) --------^-'^'`-^-'............- 105O
Top of dike e ( evation ( fect > --------~`-'~---- 51 "5
�ot�om of | aSo^n e | evation ( feet > ^-^^`-'----- 39.5
Freeboard ( feet ) ---------------^---^--------- 1 .0
� ide s | opes { inside | aSoon ) ---------~~-~----- Ell : 1
Tota | desiSn vo } ume osinS prismoida ! formu | a
SS/EmD1 SS/END2 SS/SIgE1 SS/SIDE2 iEmSTH WIDTH DEPTH
722^8 99"0 11 .0
/\RE� OF TOP
LENGTH * WIDTH �-/—
722 "8 99"0 71557
AREA nF 8OTTOM
LENGTH * WIDTH =
656 .8 33"0 21674 (AREA OF 8OTTOM)
AREA 0F MIDSECTION
LEN8TH * WIDTH * 4
18210T ARE OF MIDSECTION * 4)
CU, FT . � [AREA TnP + MInSECTION) + ARFA nOTTOM] *
7 2167,4 . 4 1 .8
Tota | Desi8ned Vo | ume Avai / ab ) e � 5047nn CV" FT"

5. TEMPOR�RY ST REQVIRED �
�
1.)RAINA8E AREA: �
La800n ( top of dike ) �
Len8th * Width �
728.P 105 ,0 70524"0 square feet
�
8u � 1dIn8s ( roof and ! ot water )
0.0 square feet Descrihe this area "
TOTAL DA e feet
DesiSn temporary stora8e period to be ays ,
5A^ Vo1ume of xaste produced
Feces & urine production in 8a1 " /day per 135 ih , ALW 1 . 37
vo { ume � 32 4000 Ibs " Al IA | hs . ALW 'Al 1 ^37 8a \ /day 180 days
Vo ) umeor T9123.0 cubic feet
58. Vo | ume of wash water
This is the amount of fresh water [ksed for washifig f | or r s o vo | WOE!
of fresh water used for a f | ush system, F | ush systems that recircu | �te
t h e IaSovn wa�er are accounted for in 5� .
Vo | ume 0 8a11o1)s/d ys stora8e/7 Se ( | ons
per CF
Yo \ ume feet
5C" Yo | ume of rainfa | ( in excess of evaporation
Use period of time when rainfai | exceeds evaPoration hy Iarqest amount .
1C0 days excess rainfaI nches
Yo | ume ^0 in * DA / 12 inches per foot
Vo | ume 4�39^0 cubic feet

I f 5 i rt C:h e s ID C.-r 0 1,
VO i U170C.." 4*, 0 c u Li i c: f
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-----------------------------
Site Balance Report
Grid cell size: 4.04 by 4.06
Original drawing scale: 100.00 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:26: 49
i
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 14223.78 6554.75 7669.03
1. 195 11732. 01 13044. 87 -1312.86
1.020 12081.21 12077.39 3.82
Raise "Proposed" by 1. 020 feet.

Orientation: -45.0 -Z Magnification: 11.0 Inclination: 20.0
......` ,�; 111111111UIIIII ��
...............
---- „ nnllllllllllllnnunll
J
..:--'....... „j inliulnlllllllll�lu�a;;;;;r � ��� II1111
nnnnulmm�llu .. �rm�, (1111Tr.,, 'ii��
ss.e „� iingNllnlnnnllll;v;-
,, k'kl 111111111
'ntunl�iul- �t�u
56.8 ">n'�
� �;
1117m� Jr
45.0
40.0
35.00
3D Mesh Surface
Loner Left
30 Mesh Surface
Proposed
Project: Bullhead
Drawing: .Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Oate: 07iO3/95 Time: 16:16:15

00 %.00
00 44.00
.vo
--------------- 45.00
---------------- ---------------- ;5i.50
.... .. ........ --------
46.00
...............
. ....................
47.00
....................
..................
48.00
49.00
51.50
----------
............
---------- 50.00
--- --------
---- ---------------------
----------------------
50.00
39.5
0 51.00
51. 0 39.Se
49.
50. 0
51.00
St.5e
51.00
51.00
54.20 1.30
2.00
Report: Plan View Cross-section Locations
Project: Bullhead
Drawing. Original
Surface- Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 15:59:46
Scale: 80 Win
a An 160

Cross-Section Plots
Digitized Points
Horiz. scale: 65"ft/in Vert. scale: 3 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared hy: GOLDSBORO HOG FARM using SITEWORK
Date: 07iO3i95 Time: 16:03:07
A - A'
53.6
52.3 ................................................................................._...........
49.3 ..................
...•i................:..,.................................................................................. ........................................................................ ........................... ....................
;
..............._.,........................................................�.............. _ ....
Proposed
47.8 - "
: : ................................................._..........................................................................................,...................................
45.3 ............................................:..:..._..............._.................................................................................................................................._. ,._> ``
44.8 ................................................................................................................. .
43.3 ...............................................................................................................................................................................................................:................................................ ..
Existing
.............. ............
41.8 .............................................................. ................. ..................
40.3 ...........................................................`:;.......
..........................................................................................................................................................................................................................................................................
.:..........................................................
38.8 ...............................................................................................................
529.0
37.3 585.0

Cross-Section Plots
Digitized Points
Horiz. scale: 65 ft/in Vert. scale: 3 Win
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using9 SITEWORK
Date: 07/03/95 Time: 16:07:06
B - B'
53.7
52.2 ..........................................................................................................................................................................................................._....................................................................................................................................._..............................................._.
49.2 ..........................;.................:................................................................
Proposed
47.7 . !.. .................:..............................................................
.................._................_..............................................................._.................:,................................................................................................................................................................................ .
`i
-...._............:....._q..__._....__.......
46.2 ............................................................
.................................................................................................._..........................,.
i
44.7 ................................................................................................................................
................................._..................................
...............................................................-.........................................._t...........................................................................................
............................ ................
43.2 ..................................._....................
..............................................................................................._.................. ........ .......................
Existing
41.7 ..............................................................................................
......................._.........................................................................................................:i..........................:..................................................................................................................................................,.
. ......... ..........................................._........................................................._ . . ..................................................................................................................................... ...........................................................................................
40.2 ........... ......... ?................. ................ .......
38.7 ............................................................................................................._....._.....................__................................_........................................................................................................................................................................._.......................................................
415.0
37.2 585.0

Cross-Section Plots
Digitized Points .
Horiz. scale: 65 Win Vert. scale: 3 Win
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:
C - C'
54.7
53.2 ......................................................................._:. .....................................................,....:_�_...........................................................................................................................................
_.........................................................................................................................
—_.--..__-____.._____--- __—
.._....... ...........................................
51.7 ...................................
........„.,,....................................................._.................................................................................._..............
.. ............... .........................
ii
Proposed
..: ...............................................
......._;.............................................i-.........................................
............................
.......................................:...................................................................._.....
44.2
Existing
42.7 ............................................._.............................................................-........................................................ ........................
.
........................................................................_....................................._.................................................. i
41.2 . ..............................................................._...............
39.7 ' ...................._ .............._._......__.......__..__................._.......__..._.
444.5
38.2 585.0

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. 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 1.8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction. equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

U. S. Department of Agriculture NC-EIIG-34
Soil Conservation Service yDILIMIIMtI September 1980
File Code: 210
HAZARD CLASSIFICATION DATA S,IIEET .fOR, DAMS, , II,,.; ,.. ,, II •
Landowner JNf. BaLLULZ7 �AcfaflS : :, County, I _�
Community or Group No. Conservation„p,laq, No, , .
Estimated Depth of Water to Top of F.t.:,; Length of.Flood Pool 'GoO Ft.
Date of Field Hazard Investigation S -z3 9 5
Evaluation by reach of flood plain •downstream to the point of,estimated minor,effect
from sudden dam failure.. . :
s Elev. s eva on
Kind of :Improvements: of Breach
Reach: Length: Width: S1Ape: Land Use : ; , Improvements Flood :F,loodwatYlood Plain e
If ; t` : I ,l,� ,tr t, ,, : fit ,,.• ,t.
1 , . � � • .roc I • , i ,.: r f. f :: .., •! t ; , •,! lu,,,i t
2 t !• ,: j .r. �; :,. , , .I1 ,t : j : �,1p �!... ';:rv1'ff F' ,
—7(9G
—
3 : } . :. , t is • : •rNA ,.,I •• , (,I•
• •:• I ,• : , : 1 , t. lip. ,• •"
Describe potential for loss of life and damage, to existing or probable future downstream
improvements from a sudden breach e . ro o `F o� � R 1k aw IN { co b 'A Nr
SR loge., '-bd No L-0%n OC IrCr 0V_ OC > 2 + (� Do IN JtlI IC� .
Hazard Classification of Dam (a, b. c) (see NEM-Part 520.21)
1011 classification (I, 11 , 11I , IV V)
py a0 /Y/�=1J Ce_s�/ dze,75'r Date 74 95
name �1e/
Concurred By-4(J.3 - Date 7 C .�r
nano
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

Total Volumes
Grid cell size: 4.04 by 4.06
Original drawing scale: 100.00 ft/in
Project: Bullhead
Drawing: Original
Number: GHF130
Location: Greene Co.
Bid Date:
Engineer: G. Pettus
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/03/95 Time: 16:31:04
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
Cut 14223 .78 0.00 14223.78
Fill 5243.80 25.00 6554.75
Difference 8979. 98 Net Export 7669. 03
All volumes are in cubic yards.