820233_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qua

,REC EiVED/piENRO1rVR
V;rater Quality Regional
NCDENR QlPeratbns Suction
North Carolina Department of Environment and Natural Resources ayetteJille Regional Office
Pat McCrory
Governor
Reeves & Reeves, Inc
Reeves & Reeves, Inc
3060 Greens Bridge Rd
Garland, NC 28441
Dear Reeves & Reeves, Inc:
Donald R. van der Vaart
Secretary
January 30, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820233
Reeves & Reeves, Inc
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on January
21, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the two lagoons at Reeves & Reeves, Inc facility. Due to the amount of treatment volume
available, and the rate of sludge accumulation for the lagoon, the Division feels that an extension
is not appropriate at this time.
The next sludge survey for the Small & Big lagoons should be performed before December 31,
2015. Please call me at [phone] if you have any questions.
Sincerely.
Miressa D. Garoma
Animal Feeding Operations Program
Division of Water Resources
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820233
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: htlpa/www ncwater.or
An Equal Opportunity 1 Affirmative Action Employer — Made in parl by recycled paper

DENR-FRp
ATVIA�lr
DEC 18 2013
NCDENR
rJwQ
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director
Secretary
December 16, 2013 .
Jay W. Reeves
Reeves & Reeves Farm
3060 Greens Bridge Rd.
Garland, NC 28441
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820233
Reeves & Reeves Farm
Animal Waste Management System
Sampson County
Dear Jay W. Reeves:
The Division of Water Quality (Division) received your sludge survey extension request received
on December 13, 2013. With the survey results, you requested an extension of the sludge survey
requirement for the Big Lagoon and the Small Lagoon at Reeves & Reeves Farm facility. Due to
the amount of treatment volume available, the Division agrees to an extension for the sludge
survey requirement.
The next sludge survey at this facility for both lagoons should be performed before December
31, 2014. Please call the Animal Feeding Operations Branch staff at [phone] if you have
any questions.
Sincerely,
Christine B. Lawson
Acting Supervisor
Animal Feeding Operations Branch
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820233
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location; 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX[phone]
Internet: www.ncwate!nuality.org
An Equal Opportunity 1 Affirmative Action Employer

ChW�P#4'W4yi�
FICDEE R
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue
Governor
Reeves & Reeves, Inc.
Reeves & Reeves Farm
3060 Greens Bridge Road
Garland, NC 28441
Dear Reeves & Reeves, Inc.:
Coleen H. Sullins
Director
January 23, 2012
DENR_FRO
,BAN 15 W2
Natural Resources DO)
Deo Freeman
Secretary
Subject: Certificate of Coverage No. AWS820233
Reeves & Reeves Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your January 11, 2012 request to seek coverage under the State General Permit instead
of your current NPDES General Permit, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Reeves & Reeves, Inc., authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Reeves & Reeves Farm, located in Sampson County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 6760 Boar/Stud:
Wean to Feeder: 2500 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number NCA282233 dated August 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any incrcasc in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 276994636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 One 1
Phone: [phone]FAX: [phone]$81Customer Service: 1-877-623-6748 NorthCc`l, rofin l
Internal: www.ncwaterquality.org �lrtllrYrl��
An Equal Opportunity 1 Aftlrmetive Aetbn Employer

If your Waste Utilization Plan (VV UP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a I00-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
-This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC arc unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Charles Wakild, P.E.
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ecs)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820233)
AFO Notebooks
Murphy -Brown, LLC

i - 1
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Oper
1. GENERAL INFORMATION:
1.1 Facility name: Reeves & Reeves, Inc.
1.2 Print Land Owner's name: Joy W. Reeves
1.3 Mailing address: 3060 Greensbridee Road
City, State: Garland, NC
Telephone number (include area code): ( 910 ) 529 - 3831
1.4 Physical address: 2586 Greensbrid eg Road
City, State: Garland, NC
Telephone number (include area code): ( 910 ) 529 - 3831
1.5 County where facility is located: Sampson
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Zip:28441
Zip: 28441
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Garland, NC, travel NC
Hwy 411 West 0,, 4.3 miles. Turn left onto Greensbridge Road (SR1208). Farm is Qa 1.3 miles on left.
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / InteQrator's name (if applicable; circle which type is listed): Murphy Brown, LLC
1.9 Facility's original start-up date: 1996 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: NCA282233
2.2 Operation Description:
Please enter the Design Capacity of the system. 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
® Wean to Feeder 2500 ❑ Layer ❑ Beef Brood Cow
® Feeder to Finish 6760
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Non -Layer ❑ Beef Feeder
❑ Turkey ❑ Beef Stocker Calf
❑ Turkey Poults ❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-E 1/10/06 Page I of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 73.23 Required Acreage (as listed in the CAWMP):
2.4 Number of lagoons: 2 Total Capacity (cubic feet): 1574033 Required Capacity (cubic feet): 1345433
Number of Storage Ponds: 0 Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three 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 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
3.3.1 1 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. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. APPLICANT'S
�W;LnWnj1
TIFICATION:
(Land Owner's name listed in question 1.2), attest that
this appllbatioH for eUJ,&Hj- v- - (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
Date / - 1�, - / 9. _
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(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
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
�4-1
C7
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items I through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by I V copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL, AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
(828) 2964500
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax (336) 771A631
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Suny
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5

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WASTE UTILIZATION PLAN
PRODUCER: Joy Reeves
FARM NAME: Reeves and Reeves Farm
LOCATION: 3060 Greensbridge Rd., Garland, NC 28441 Sampson County
TELEPHONE: [phone]
TYPE OPERATION: FEEDER - FINISH, WEAN - FEEDER
NUMBER OF ANIMALS: 9260
2,500 WEAN - FEEDER; 6,760 FEEDER - FINISH
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 realisfic
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 ion 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 will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft. tons. etc.)
6,760 1.9 12,844
2,500 animals X 0.42 (tons) wastelanimallyear = 1,050 (amt.) waste/year.
13,894 TONS
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,760 2.3 15,548
2.500 animals X 0.48 Ibs_ PANlanimallyear = 1,200 tbs. PAN/year. (PAN from N.C. Tech.
Guide Std, 633) 16,748 # PANIYEAR
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 Lbs. N Month of
# No. Type Per Acre Utilized Application
3417
1a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
lb
Cainhgy
Bermuda
195
2.50
487.5
Mar -Oct
3417
2a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
2b
Cainh2y
Bermuda
195
3.21
625.95
Mar -Oct
3417
3a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
3b
Gainhoy
Bermuda
195
3.87
754.65
Mar -Oct
3417
4a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
4b
Cainhoy
Bermuda
195
4.82
939.9
Mar -Oct
3417
5a
Cainhoy
Bermuda
195
4.94
963.3
Mar -Oct
3417
5b
Cainhoy
Bermuda
195
4.70
916.5
Mar -Oct
3417
6a
Cainhoy
Bermuda
195
3.27
637.65
Mar -Oct
3417
6b
Cainhoy
Bermuda
195
5.39
1051.05
Mar -Oct
3417
7a
Cainhoy
Bermuda
195
1.49
290.55
Mar -Oct
3417
7b
Cainhoy
Bermuda
195
5.74
1119.3
Mar -Oct
3417
8
Cainhoy
Bermuda
195
5.16
1006.2
Mar -Oct
3417
9
Cainhoy
Bermuda
195
4.02
783.9
Mar -Oct
3417
la-9
Cainhoy
Small grain option
50
7323
3661.5
Oct -Mar
Total
73.23
17,941.35
*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.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
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
# No. Type Per Acre Utilized Application
" See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 73.23 17,941.35
Table 2 0 -
Total 73.23 17,941.35
Amount of N Produced 16,748.00
Surplus or Deficit (1,193.35)
Acres shown in each of the preceeding tables are considered to be useable acres excluding required
buffers, filter strips along ditched, 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 nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements. Your production facility will produce approximately 2691.2 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 as 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.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Field Soil Type
No_
Application of Waste by Irrigation
Crop Application Application
Rate (INHr) Amount (In)
1 thru 9 ICainhoy
113ermuda
0.5
1
1 thru 9
Cainho
Small grain option
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
**2 Lagoons
Your facility is designed for _180 days of temporary storage and the temporary
storage must be removed on the average of once every _6_Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation `see lagoon staff gauges.
_ 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:
The following denotes the methods of nutrient removal:
All of the bermuda produced on this site will be removed by having.
If the small [Train option is used in the fall and winter, the crop will be removed by haying.
Page 4

+It l f l l
WASiEEUTILIZATION PLAN r
x.
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.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the 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, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
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" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth. The potential
for salt damage from animal waste should also be considered.
10 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 or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than 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 landowner_
14 Waste shall be applied in a manner no 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 shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 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.
Page 6

F WASTE�TL1Zr4Ta1�fi PLA[V i`
r r.
REQUIRED SPECIFICATIONS
(continued)
18 Waste hackling 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.
19 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 preplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 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 and maintained. Soil and waste
analysis records shall be kept for five 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 (b) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

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.......:v:v.,•,u}}Y.-}::iv:::::::::.......rvrn..}h .:. `:^}:vmy}}_i-i. 4.iY..}}56o-:-i:::triv iiiiiiiiiv}t}kt-.-::y.,....v,`:-:}:J}r.:.n::..:.w5ht+:.-,...:.,.•.:Y,{v.:.:':..::::::.:.:w:`G:::: n:nw.w::v.Y::•Yr:::::.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Reeves and Reeves Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications 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 waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner. Joy Reeves
(please print)
Signature:
Name of Maner): Kevin Pope
Signature: r Date: . Z7,-?)e5V
Name of Technical Specialist: (please pant): A.J. Linton
Affiliation: Independant
Address (Agency): 156 Gurley Avenue Goldsboro, NC 27534
Signature: Date:
-�-� 3 C7/
Page 8

LU
W X
161

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ
910 -gY6- 1541
EMERGENCY MANAGEMENT SYSTEM
911
SWCD
9/6— 79��
NRCS
9/0 -59'2- W&S
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
December 18, 1996

D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: d k'yxmv AWVenz),C
b. Contractors Address:
c. Contractors Phone: 910 - 56114_- (O y 5L
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name-
-b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
3 December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead + Swine production ❑ Vegetative or wooded buffers
❑ Recommended best management practices
❑ Good judgment and common sense
Animal body Dirty manure -covered CJ Dry floors
surfaces animals
Floor surfaces Wet manure -covered floors ❑ Slotted floors
❑ Waterers located over slotted floors
❑ Feeders at high end of solid floors
❑ Scrape manure buildup from floors
❑ Underfloor ventilation for drying
Manure collection • Urine ❑ Frequent manure removal by flush, pit recharge,
pits + Partial microbial or scrape
decomposition ❑ Underfloor ventilation
Ventilation exhaust • Volatile gases ❑ Fan maintenance
fans + Dust ❑ Efficient air movement
Indoor surfaces • Dust ❑ Washdown between groups of animals
❑ Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks + Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page I

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site S ccific Practices
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions 0 Proper lagoon liquid capacity
• Biological mixing O Correct lagoon startup procedures
• Agitation 0 Minimum surface area -to -volume ratio
0 Minimum agitation when pumping
0 Mechanical aeration
0 Proven biological additives
Irrigation sprinkler • High pressure agitation 0 Irrigate on dry days with little or no wind
nozzles • Wind drift 0 Minimum recommended operating pressure
CI Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon
Storage tank or . Partial microbial
basin surface decomposition
• Mixing while filling
• Agitation when emptying
AMOC - November 11, 1996, page 2
0 Bottom or midlevel loading
0 Tank covers
0 Basin surface mats of solids
0 Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source _ Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface . Partial microbial ❑ Extend drainpipe outlets underneath liquid level
decomposition
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading
sludge spreader . Volatile gas emissions
outlets
❑ Remove settled solids regularly
❑ Soil injection of slurry/sludges
❑ Wash residual manure from spreader after use
❑ Proven biological additives or oxidants
Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry, or sludge on drying ❑ Soil incorporation within 48 hours
field surfaces ❑ Spread in thin uniform layers for rapid drying
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits
pits
❑ Proper location/construction of disposal pits
Incinerators • Incomplete combustion ❑ Secondary stack burners
Standing water • Improper drainage ❑ Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto . Poorly maintained access ❑ Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush ---Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU--BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
tr Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

Insect Control Checklist for Animal Operations
Suuree Cause 1IMPS In Control Insects- Site Sliceifie Prilelices
uitl Systeltts
Flttsh Goilers Accumulation of solids 0 flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accunttttaled solids ;it
discharge
l.agnuns and fits crusted Solids Maintain lagoons, settling basins and Pits where:
(rest breeding is apparent to minimize Ilse
crusting of solids In a depth of no more: Ilian 6 -
B inches over more than 30% of surface.
t:accssive Vel;clalive Dk!cayurg vegelatlon r-T' Maintain vegetative control along bunks of
c;r�nvil+ lagoons and other impoundments to Prevent
accumulation of decaying vegetative mailer
along wafer's edge on impoundment's perimeter.
Dry Systems
�! cc�ict s Fectl Spillagc _ Design, operate and maiuluilt feed syslcors
bunkers and boughs) to Ininimize Ilse
culnulalion of decaying wastage.
M- Clean up spillage on a routine basis (e.g., 7 - 10
day interval tluring summer; 15-30 day interval
jawiul; wiuler).
Iced 5tural;c W Accunrnlalions of feet] residues
rl Itettuce moisture accumulation within and
around iminediale peritnclet' of lied storage
areas by insuring drainage away lions site
and/or prnviding adetlnale cnntaiumunt
covered bin for brewer's grain and situilar high
olsrttre grain products), '
M Ilispect Eor aml remove or break ult acctutrtthtfe l
solids in filler strips artnmtl Iced Slorage as
aceded.
ANIN ' luvcinber 11, 1996. hige I

I L ICnuse
HMPs to Contrui Ensects Site Specific l'racfices -
Animal I folding Areas Accumulations of animal wastes
Eliminate low areas Iltut trap moisture slung
and feed wastage
fences and other locations where waste
accumulates and disturbance by uniutals is
�n nimal.
Cf� Mainlaict fence rows and filler'slril)S urnund
animal luoldhig areas to minimize
accumulations of wastes (i.e., inspect for and
t
remove or break up accumulated solids as
t
u ceded).
D(y hiii[ +re I Iwulling • Accunudalions of animal wastes
Remove spillage on a roniine basis (e.g., 7 - IQ
day interval during summer; I5-30 (lay interval
during winter) where manure is loaded for land
application or disposal.
0 provide for adequate drainage around manure
stockpiles.
El Inspect for and remove or break tip accumulated
wastes in filter strips around stockpiles and
-" -"- -"-----
manure handling areas as needed.
19L 569Lz';)N'tl, --- _-- — ---
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CHARU ES REEVES
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TABLE OF CONTENTS
ITEM
Page
DesignApproval Sheet ........ .........................................................................................
l
Construction Specifications ............... ...........................................................................
2
Operation and Maintenance Plan .......................................................
...... ...................... 3
Seeding Specifications .___._________.________--...-_--.---.---..4
Grid.........................................................................................................................
..... 5
Volume Calculations - Excavation ..................................................................
.............. 6
Volume Calculations -Dike Fill &Pad Fill .....................................................................
7
Typical View of aOne-Stage Lagoon System '-------,------.------_0
Plan ofExcavated Storage Lagoon ---------.-------------------9
Waste Management Systeoz—:......................... ...............................
....... ................. .... lO
- Soils Investigation ----_----...--_--_--__----'-------------ll
Maps.............................................................................................................................
l2
A- TopMap
B. Soils Map
C. Flood Plain Map

Operator. Charles Reeves County:
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
5760 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
Sampson Date: 713/96
1500.0 feet
x 1417 lbs. _
x 522lbs. _
x 1351bs. _
x 4331bs. _
x 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/ib. ALW
Treatment Volume(CF)Ab. ALW = 1 CFllb. ALW
Volume = 777600 cubic feet
0 lbs
0 lbs
777500 lbs
0 lbs
0 lbs
0
777600 Ibs
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION No Gu RED '4 '
Volume = NO SLUDGE (cubic feet OwN F�e3 PYQu-5
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 455.0
Inside top width (feet)--- 300.0
Top of dike elevation (feet) 45.0
Bottom of lagoon elevation (feet) 33.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SlDE2 LENGTH WIDTH DEPTH
3.5 3.5 3.5 3.5 448.0 293.0 11.0
AREA OF TOP
LENGTH' WIDTH =
448.0 293.0
131264 (AREA OF TOP)
AREA OF BOTTOM
LENGTH ' WIDTH =
371.0 216.0 80136 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH ' WIDTH ' 4
409.5 254.5 416871 (AREA OF MIDSECTION - 4)
CU_ FT. = [AREA TOP + (4'AREA MIDSECTION) + AREA BOTTOM] ' DEPTH/6
131264.0 416871.0 80136.0 1.8
Total Designed Volume Available = 1151830 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length ' Width =
455.0 300.0 136500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 136500.0 square feet
Design temporary storage period to be 100 days.
5A. Volume of waste produced
Feces & urine production in gai.1day per 135 lb. ALW 1.37
Volume = 7T7600 lbs. ALW1135 lbs. ALW " 1.37 gal/day 130 days
Volume = 1420416 gals. or 189895.2 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 gallonstday ' 180 days storager7.48 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 1 12 inches per foot
Volume = 79625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches 112 inches per foot " DA
Volume = 85312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
53. 0 cubic feet
5C. 79625 cubic feet
50. 85313 cubic feet
TOTAL 354833 cubic feet
6. SUMMARY
Temporary storage period============ ====__>
Rainfall in excess of evaporation===---_==_=>
�7 25 year - 24 hour rainfall============= ====>
Side
Inside top
Inside top width=======____=
Top of dike elevation====_----_=_=------=--_�
Bottom of lagoon elevation== _====___======>
Total required volume
Actual design volume=----- ----__------- -___>
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.===_==========-----======>
Must be > or = to the SHWT elev.==-=_====>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=======_ —_>
Volume at stop pumping elevation====--=_=====>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr_ rainfall==>
Volume at start pumping elevation= —_=== >
Required volume to be pumped= =_= =-- __==>
Actual volume planned to be pumped=-= =_ = =>
Min. thickrigws of soil liner when required==>
180 days
7.0 inches
7.5 inches
1.0 feet
3.5 : 1
455.0 feet
300.0 feet
45.0 -feet
33.0 feet
1132433 cu. ft.
~1151830 cu. ft.
39.7 feet
41.0 feet
39.7 feet
39.0 feet
777600 cu. ft.
780939 cu. ft.
43.3 feet
1066518 cu. ft.
1061211 cu. ft.
269520 cu. ft.
280272 cu.ft.
1.8 feet
7. DESIGNED 13Y 1 �PPROVED BY:
DATE: % %`q DATE: 71/Z —7,�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:_-/ 21t. 9kc-5 i ,, a:eo_Jtae "e, tlel�r• l'�s'
—_
L
I7
z$

No sludge storage was figured in this swine waste lagoon
design (dated 2/15/96) due to landowners request.

SHEET 1 OF Z
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 UN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR'
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 {e - 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 Gay liner, other than the type of day 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.
Altematnres 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 shalt 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 file
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

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
buiiding(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 43.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 41.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 269520 cubic feet or
2016011 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (i) 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.
a. 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.
6. 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 i 977 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.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 13.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBSJACRE
(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 LBSJACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBSJACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
130.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBSJACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
520.0 LBS. RYE GRASS AT 40 LBSJACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
13000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBSJACRE)
26.0 TONS OF DOLOMITIC LIME (2 TONSIACRE)
1300.0 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
LBSJACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Confinement Building
DOGWOOD Fh,a ,S, INC.
Clinton, North Carolina
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width}Q
Settled Top Elevation ,- Q
OUTLET PIPE ELEV. 'j 'L
Pit
55 3.5-J— SS j.J
S,Q " Pipe (Needs to be adequately TREATMENT ,
supported) LAGOON II J
Depth /0'3
ti
Bottom Elevation 33
5J0.�7 r,�4v�r� '— eS PCA-7
0

D-OQWOQQ
Clinton, North Carolina
Form 1; a 1
PLAN OF EXCAVATED STORAGE LAGOON
Name C I�.4RL 5 ,� !J ."7 Date 7 /
County f,q M P A,l _
Address PAP ffU 1° G i �J r [ ,
1 371. Q _ 1
Use of facility _-� L_ .. _i.y 1V
Capacity �76 O fY' Gallons
Soil Type a
Bench Mark Description 4T ou o = Fysc
Normal Liquid Level
Storage for Normal Precip.
Maximum Liquid -Level
25 Year Storm Storage
Crest ESW
Maximum Flow Depth
Freeboard
Top of dam
T.B.M.
SURVEM-ARY
Elev, 33.0
Elev. 4 3.3
(-)
-7D
In.
Elev.
(-) -
qS. Q
7-5-
- In-
Elev.
— -
Ft.
E:ev.

TYPICAL CROSS-SBCTION OF
LAGOON ODNSTRUCTION WITH
PARTIAL. CLAY LINER
Y_
_SET THICK CLAY LIFER
TILL (NINIMJDI) ~'-" F'I.LL
-t --� � _� AV ORACE G RO"D
AV�11GE (XiOU?: D �-!� ---
VARIABLE 1 EXCAVATE THIS ARrA AND VARIABLE SANDY MATERIAL
DACKFILL WITH CLAY SAff�f HATFR IAL � + IiU Gf,AY
NO CLAY � - ��------^-- - - -�
1, 8
FEET THIC r FEET THICK
CLAY LINER CLAY LINER
1 EXCAVATE
S/1PM CLAY -CLAY SANDY CLAY -CLAY
f
� •r
&MITTONAL' EXCAVATION DUE TO LINER: 3c L
ATMGE DEPET TH TO CLAY X 7i FEET fllIrK X DISTANCE •� CIMIC FEET = ,2 2 UCUBIC TAM
27 CUBIC FKETJCUBIC YARDS
EM: WHEN AREAS OF UNSUITABLE MATERIAL ARE EKM*fff:RED. THEY WILL NEED TO BE EXCAVATED A MINIMUM OF
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SC5 APPROVED MATERIAL (SC. CL, C11).

UNITED STATES SOIL
AEPARTREKT OF CONSERVATION
AGR I CVLTUttE $ I *'V I CE
------------------------------------------------------------
WA_TE 1,4ANAGEMENT. FACIL:T­ SITE EJALUATIDN
GENERAL INFORMATION
r`-_----- - - - - - - irzn.L = - - - - - -
------------------------
--�----------
--------- --- -- --�-` -
��1
-------------.-._..._ '
�- -r -- -
LOCATION DATA
OISTAN^£ FROM_ NEAREST RESIDENCE NO'T OWNED BY
PRODUCER "-'---FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO
If yes, SCS cannot provide S"istaace.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM!? YES' NO ----
If no, site must be relocated.
15 SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES------ No ----
If yes, landowner should consult with local zoning board
about required permits. permits must be obtained prior
to design approval.
i
;,re utilities in construction area? YES----- NO ----
If yes, see Part $03 of the National tngineoring Xanual
and fcllov policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

*ETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NV-
-If yes, producer must complete a Form AD-1026: f
WILL ACTION RESULT K SWAMPBUSTING? YES---- NO�--- �
IF WZTLANCS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE i
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF i
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE �
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, }
LDS ARMY CORD OF ENSINEERS AND NO D: ; 1S:CN TF ENVIRONMENTAL
vL.Nr:GEME.NT . f
{A copy of AD-1026 and CPA-026 should be attached to I
site evaluation.)
OTHER ENVIRONMENTAL ?ACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HAB:_AT
PRESENT? --- No/ __
IS A DESIGNATED NATURAL SCENIC AREA !NCLUIEn I'.'7 THE i
PLANNING XREA OR KLL PLANNZ , ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE'
PLANNED AREA? YES---- NO=---
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING tiNIT? :ES---- NO-7--;-
WILL THE ACTION RESULT !N SODBUSTING? YES—— NO ----
If yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
FA3 GD3R CONTROL BEEN DISCUSS:" WITH PROD C-? .........
........ PREDOMINANT W:ND DIRECTION? z ES—— NO----
........ POSSIBLE EXPANKON Or TREATMENT
V?LUME FROM _ W. F T . UPWARDS TV /
. ?:'C:.Cr7.^iR iNG LnL•vVN WZTH FREJ:?
WATER TO AT LEAST 112 OF THECAPACITY
1
.. . . . . .. usiNG, GOOD S57ND JUDGMENT IN �
LAND APPL I CATI D`d CF WASTE? Y=. --- NG----
Page 2

DO CS .- PEOWC &A OVA COUGH LAM TO PWM LY LAMD
APPLY WASTE? YES—,_ NG-
---
IF.NO, DOES PRODUCER HAVE ACCFSS TO
MORE LAND?---
:F LAND IS NOT OWNED BY PRO:)'_CE?,
CAN PRODUCER GE': AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- !;C----
' (kttach east• Utilisation Plan to site evaluation.)
SOIL
: VZSTIGATIOX --- TILLID CXLY :F
$O'.L :XVEST"5ATI0N
SHELT
ATTACEED
-
IS SOIL
STU:TAB►.E, FOR LAGOON?
1'CS------�--
` xS A
CLAY L:NER RE-Q�:1PEr'
:S A
CORE TRENCH REQUIRED?
yES------
r ;Attach soil .izvestigation shoot to site Evaluation.)
a
S1TZ APPROVED YES- ` - KO------- ComrT:IONAL-------- i
f --
--------------
---------------
f---- ---_`----------------------------------------- '
TH.S S.TL :NVE'STIGATION IS VALID AS LONG AS ':Y.E DES'_3N AND
' CONS`R';CT.ON OF :AGOC14 CON:"IN'. ES IN REASONABLE _:ME
P ;r.I.7; [*IDLE . :.AYS OR FES:TKNCY :N ODN57P'-'CT.:014 MX.-
rcEK�.RE THAT SITE BE Iuy'ALIDA"*C.
?a.;e 3

T --16.3 S3S' :33,1 32.8 S V-, 7 --,?-91 6
-T 35", 6 3,. 7 SI/13 fV, 6 3r? sa'a �i,44
2
5
I -Do
440,6 39. 7 Vol 8 4,14 eA
LJ
.35, 7
68. 7 :�?T M.? 141. J. e�, 2, 17-
3a, 07-f PJCS
PR&ieGl A--,
TE M - 91 wE je-IrNAW
-37,0
6, 7

Operator:Charles Reeves County: Sampson Date: 4/3/96
istance to nearest residence (other than owner): 1000 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
1000
head
(finishing
only)
x 135
lbs. =
135000
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
2600
head
(wean to feeder)
x 30
lbs. =
78000
lbs
Describe other :
0
lbs
Total Average Live Weight 213000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 213000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 213000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.5 3.5 3.5 3.5 235.0
AREA OF TOP
LENGTH * WIDTH =
235.0 225.0
AREA OF BOTTOM
LENGTH * WIDTH =
153.8 143.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
194.4 184.4
242.0
232.0
50.0
37.4
1.0
3.5 : I
WIDTH DEPTH
225.0 11.6
52875 (AREA OF TOP)
22116.44 (AREA OF BOTTOM)
143389.44 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
52875.0 143389.4 22116.4 1.9
Total Designed Volume Available=422203.03 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
242.0 232.0 56144.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 56144.0 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 = 213000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 389080 gals. or 52016.0 cubic feet
53. 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 32750.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 32750.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52016 cubic feet
5B. 0 cubic feet
5C. 32751 cubic feet
5D. 32751 cubic feet
TOTAL 117517 cubic feet

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=________________=_===__=_____===> 3.5 : 1
Inside top 242.0 feet
Inside top width============================> 232.0 feet
Top of dike elevation=======================> 1v50.0 feet
Bottom of lagoon elevation==================> V37.4 feet
Total required volume=======================> 330517 cu. ft.
Actual design volume========================>422203.03 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.4 feet
Stop pumping elev.==________________________> 46.3 feet
Must be > or = to the SHWT elev.==========> 44.4 feet
Must be > or = to min. req. treatment el.=> 43.4 feet
Required minimum treatment volume===========> 213000 cu. ft.
Volume at stop pumping elevation============> 290856 cu. ft.
Start pumping elev.__________________=______> 48.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 389452 cu. ft.
Volume at start pumping elevation===========> 385974 cu. ft.
Required volume to be pumped================> 84767 cu. ft.
Actual volume to be pumped==================> 95118, cu. ft.
Min. thickness of soil liner when required==> feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN p
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 48.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 84766.7 cubic feet or
634055 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.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets_
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. 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 14 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-
blished 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.
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 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 I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 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
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 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.

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trS D.A. SC:
Soil servation Service (June 91 )
1. Nam and Address of Person
2. Date of Request
� ...
�} q
HIGHLY ERODIBLE LAND AND WETLAND
�U1� ¢
3. Count�
-56L
CONSERVATION DETERMINATION
��U /' b�d�
`�
[
S �-
4. Name of USDA Agency or Person Requesting Determination
5. Farm No. and Tract No.
I I�_E' ?
1'-3
SECTION I • HIGHLY EROD113LE LAND
6. Is soil survey now available tar making a highly erodible land determination? Yes ;;�;No ❑
FIELD NO.(s)
TOTAL ACRES
'_;.: - ".-� - .
7. Are there highly erodible soil map units on this farm? Yes ❑ No
8. List highly erodible fields trial, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be -converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during t gal -1985; and were not
enrolled in a USDA sat -aside or diversion Drogram.
10. This Highly Erodible Land determination was completed in the: Jftice ❑ Field
-
/ SECTION ii - WET LAND
i
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
i with FSA-
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office field rid was delivered❑ maifed�to the person on
28. Remarks- ! , A. CC 111 Y l to lrv+ 1 (� S D Al �°
t
29. 1 crvtip- char the ahrnY drirrminarion is correct and odequare n u.ir to derernttnin,� 30. Sig of SCS Di t Conservationist 31. Date
eligihilinlfnr USDA progrpm henefifs. and that N-erlond lnvirnirn�y. h.vdrir sails, and
hvdrn hair ve eralinn an�ier normal rircunrrran l
p 4 rrs r.c;sr on all areas a+urlim'd us -�
wetlands. Farnrrd Wrtlands- and Farmed Wrflandt Pnirurr. >/
Assistance and Rroarams of the Sol) Conservation Service available without regard to race. religion, color, sex, a or hanocep.
FIELD NO-(s)
TOTAL ACRES
11. Are there hydric soiis on skis tarm? Yes i� No
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (F-W) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23. 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior -converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AM, Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990. or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland convened between December 23, 1985 and
November 28, 199D, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CM. Wetlands converted after December 23, 1965 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Convened Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28. 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23- Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error {CWTE). Wetlands that were conversed as a result of incorrect determination
by SCS.

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United States Natural NC-CPA-17
Department of Resources REV. 1, 2-96
Agriculture Conservation
Service
I
WASTE MANAGEIIFU*IT I:ACMI•TY SITE EVALUATION
INFORMATIONI
NAME ",0e-/�5 �?,-Vf,<
+?? 7� ,,X 171 _
TELEPHONE 1?1� - 50`? - 3931
LOCATION .5 enriGe ^sow = arke's"OM
5r. 5:.. e= - iZ iZ-S _
2(,Do wfan -
SIZE OPERATION ",nr) x
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 1000 FT.
DISTANCE FROM NEAP.ESI' PUBLIC FACILITY (s fool, cb=±. etc.) Z/aao FT.
IS SITE WITHIN 100-YEAR FLOOD Pam? :T.S _ NO
If yes, MRCS cannot provide assistance
IS SITE AT LEAST 100 FT. FROM A "SLUE LR%TE- PERENNIAL S7R AM? Y.S NO
If no, site must be relocated.
IS SITE WITIIN 1 MILE ZONING JURISDICTION OF A MUNICIP.AI.= YES _ NO ✓
If yes, landowner should consult with local zoning hoard about required
permits. Permits must be obtained prior to design approvaL
ARE LTIIL ITTE5 IN CONSTRUCTION AREA? YES NO
If yea, see Part NO of the National Engineering Manual and follow policy.
(Copies of maps or other reference material may be attached to site
WLTLANBS
Wnl SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wedand DeterminationlDelineation�
WILL ACTION RESULT IN SWAt1PBUSTING? YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBa= OF THE PRODUCER TO CONTACT THE US AR4tY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERM1is ARE REQUIRED.'
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than One acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference. 11
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION7 YES ✓ NO
• PRECHARGING LAGOON WrTH FRESH WATER TO AT LEAST 112 YES V/ NO
OF THE CAPACITY? /
• USING GOOD SOUND JUDGMENT IN I -AND APPLICATION � YES V NO
OF WASTE?

NC-CPA-17
REV. 1, 2-96
Page 2
OTHER £.Nrr'IItONMF-%TA.L FACTORS
IS END ANGERED AND/ORTIM,EATERED SPECiF-S HABTTATPRESLN7?
YES
NO
✓
IS A DESIGNATED NATURAL SCENIC AREA D;CLUDED IN THE PLANNING AREA OR
/
WIU PLANNED ACTIONS I1PACT ON AN ADJACENT NAI?7RAL SCr—'gC AREA?
YES
NO
v/
L5 A-N ARCHAEOLOGICAL OR HISTORICAL SITS LOCATED IN =1 ?LA"'NED AR:.,:?
YES
NO
ARE THERE PRIMFy UNIQUE, STATE OR LOCALLY L'+MRi A.NI- FARSIL-L`'DS EN -IIE
ylrs —
NO
OPERATING UNII'I
WELL THE ACTION RESULT IN SODBL=G?
YES _
NO
+�
If the answer to any of the above is yes, NRCS wi l not provide technical
assistance unless a¢encv nolicv is followed.
WASTE MANAGF-M&N`T
,DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY AL L W =r, YES � NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE .APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES NO
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
SOLI, IIYVESITGATION - VALID ONLY IF SOLI. INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A LINER REQUIRED?
TYPE OF LINER TO BE USED:
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluariom)
IS SUBSURFACE DRAIN TIIS PRESENI�
(If yes, tile must be removed or plugged)
YES ✓ NO _
YES NO
CLAY J BITTONTTE SY NT=C
YES NO
YES ✓ NO
YES NO
YES NO I/
SITE APPROVED YES NO CONDITIONAL
COMME -rs
- .� � r /� f .n r7 s✓ !/ m r r f 5'rG.nd-a r� 4- n!�' _
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, A NEW SITE NW=GATION WILL BE REQUIRED. I1
SIGNATURE D ATE
u Changes in the local or state law or changes in the standard could require a new site investigation.

W ArF�Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleco H. Sullins, Director
Division of Water Quality
.. �..... �i-- t:- �"` M�� { =�• Yam• ,
August 1, 2007 }
Reeves & Reeves Inc AUG 0 3 W
Reeves & Reeves Farm t
3060 Greens Bridge Rd
Garland, NC 28441
Subject: Certificate of Coverage No. NCA282233
Reeves & Reeves Farm
Animal Waste Management System
Sampson County
Dear Reeves & Reeves Inc:
In accordance with your application received on 12/19/2006, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Reeves & Reeves Inc, authorizing the operation of the subject
animal waste management system in accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Reeves & Reeves Farm, located in Sampson County, with an animal capacity of
no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 6760 Boar/Stud: 0
Wean to Feeder: 2500 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until June 30, 2012 and replaces the NPDES COC
issued to this facility with an expiration date of July 1, 2007. Pursuant to this COC, you are authorized
and required to operate the system in conformity with -the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of
animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. This General Permit contains
many new requirements than the previous NPDES General Permit. Enclosed for your convenience
is a package containing the new and revised forms used for record keeping and reporting. Please
pav careful attention to the record keeping and monitoring conditions in this permit. The Animal
Facilitv Annual Certification Form must be comnieted and returned to the Division of Water
uality by no later than March 1st of each year.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterauality.orE Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
lVorlhCarolina
�1Uatura!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (9)9) 715-6048
Customer Service: [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation_ to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c), a compliance boundary. is provided for the facility and no new water
supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot
separation shall be maintained between water supply wells and any lagoon or any wetted area of a spray
field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins, Director
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File NCA282233

i
NPDES Permit Namlber NCA200000
C. Inspect, at reasonable times, any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this Permit; and,
d. Sample or monitor, at reasonable times, for the purpose of assuring compliance or as
otherwise authorized by the Act, any substances or parameters at any location.
V. GENERAL CONDITIONS
In accordance with the provisions of -40 CFR Part 122.41 et seq., this Permit incorporates by.
reference all conditions and requirements applicable to NPDES permits set forth in the Act, as
amended, as well as all applicable regulations.
2. The issuance of a COC to operate under this Permit shall not relieve the Permittee of the
responsibility for compliance with all applicable surface water, wetlands, groundwater, and air
quality standards or for damages to surface waters, wetlands, or groundwaters resulting from the
animal waste management system.
Any containment basin, such as a lagoon or a storage pond, used for waste management shall
continue to be subject to the conditions and requirements of this Permit until properly closed.
When the containment basin is properly closed in accordance with the "Natural Resource
Conservation Service Practice Standard - Closure of Waste Impoundments," February 2005, or
any subsequent amcndment, the containment basin shall not be subject to the requirements of this
Permit or the Act. The Permittee must submit a letter to the Division to request rescission of the
COC by providing documentation describing the procedures taken to close any containment
basin_ Closure shall also include pre -notification of the Division and submittal of the Animal
Waste Storage Pond and Lagoon Closure Report Form to the Aquifer Protection Section, Animal
Feeding Operations Unit within fifteen (15) days of completion of closure.
4. The annual permit fee shall be paid by the Permittee within thirty (30) days after being billed by
the Division. Failure to pay the fee accordingly constitutes grounds for revocation of its COC to
operate under this Permit.
5. Failure of the Permittee to maintain, in full force and effect, lessee and landowner agreements,
which are required in the CAWMP, shall constitute grounds for revocation of its COC to operate
under this Permit.
A COC to operate under this Permit is not transferable. In the event there is a desire for the
facility to change ownership, or there is a name change of the Permittec, a formal permit request
must be submitted to the Division, including documentation from the parties involved and other
supporting materials as may be appropriate. This request will be considered on its merits and
may or may not be approved.
7. A COC to operate under this Permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data. The Pennittee shall notify the
Division immediately of any applicable information not provided in the permit application.
8. If the Permittee wishes to continue an activity regulated by this Permit after the expiration date of
this Permit, the Permittee must apply for and obtain a new COC. Renewal applications must be
filed at least one hundred eighty (180) days prior to the expiration of the Permit.
February 8, 2007
12

NPDES Permit Number NCA200000
The issuance of a COC to operate under this Permit does not prohibit the Division from
reopening and modifying the Permit, revoking and reissuing the Permit, or terminating the Permit
as allowed by the laws, rules, and regulations contained in 40 CFR Parts 122 and 123; Title 15A of
the NCAC, Subchapter 02T .1300; and NCO 143-215.1 and 215.1 OC. The filing of a request for
a permit modification, revocation and reissuance, or termination; for a notification of planned
changes; or for an anticipated noncompliance does not stay any Permit Condition.
10. The issuance of a COC under this Permit does not convey any property rights of any sort, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State/Tribal, or local laws or regulations.
11. The Director may require any person, otherwise eligible for coverage under this Permit, to apply
for an individual NPDES permit by notifying that person that an application is required.
Coverage by this Permit shall automatically terminate upon issuance of a NPDES individual
permit.
12. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications Standards. The Compliance Boundary for a disposal
system individually permitted on or after December 31, 1983, is established afeither two
hundred fifty (250) feet from the waste disposal area, or fifty (50) feet within the property
boundary, whichever is closest to the waste disposal area. The exceeding of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to immediate review action
according to 15A NCAC 2L .0106(d)(2).
The REVIEW BOUNDARY is established around the disposal system midway between the
Compliance Boundary and the perimeter of the waste disposal area. The exceeding of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
VI. PENALTIES
1. Failure to abide by the conditions and limitations contained in this Permit, the facility's COC, the
facility's CAWMP, applicable state law, and/or the Act and their implementing regulations may
subject the Permittee to an enforcement action by the Division and/or EPA including, but not
limited to, the modification of the animal waste management system, civil penalties, criminal
penalties, and injunctive relief.
The Act and 40 CFR Part 122.41, as well as state law, provide that any person who violates a
Permit condition is subject to civil penalties and administrative penalties. In addition, criminal
penalties, including imprisonment, are provided for falsifying data, knowingly violating a Permit
condition, or for negligence.
2. The Permittee must comply with all conditions of this Permit. Any Permit noncompliance
constitutes a violation of state law and the Act and is grounds for enforcement action; for
coverage termination, revocation and reissuance, or modification; or denial of a renewal
application.
It shall not be a defense for a Permittee in an enforcement action to claim that it would have been
necessary to halt or reduce the permitted activity .in order to maintain compliance with the
conditions of this Permit.
February 8, 2007
13

Beverly raves Perdue
Governor
z3 3
NCDEHR
North Carolina Department of Environment and
Division of Water Quality
Coieen H. Sullins
Director
December 23.2011
CERTIFIED MAIL
RETURN RECEIPT REO UESTED
Reeves & Reeves Inc
Reeves & Reeves Farm
3060 Greens Bridge Rd
Garland, NC 28441
DENR-FRCS
.-C 2 9 201:1
Natural Resources r)WO
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Reeves & Reeves Inc:
Dee r reeman
Secretary
Your facility is currently approved for operation under one of the Animal Waste Operation
NPDES General Permits, which expire on June 30, 2012. Copies of the animal waste operation
NPDES General Permits are available at:
hqp://portal . n cdenr.ort-,iweb/wqlaps/afo
or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone] (until January 6, 2012)
Telephone number [phone] (after January 6, 2012)
In order to assure your continued coverage under these general permits, you must submit an
application for renewal of permit coverage to the Division. Enclosed you will find a "Request
for Certificate of Coverage Facility Currently Covered by an Expiring NPDES General Permit."
The application form must be completed and returned with 30 days of receipt of this letter.
Please note that you must include two (2) copies of your entire Certified Animal Waste
Management Plan (CAWMP) with the application form. Please reference page 2 of the
Application Form for the complete list of items that are required to be submitted.
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 ofNCGS 143-21 5.1 and could result in assessments
of civil penalties of up to S25,000 per day.
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Reeves & Reeves Inc
December 23, 2011
Page 2
If you have any questions about the draft general permits, the enclosed application, or any related
matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files NCA282233
Murphy -Brown, LLC

CDEHR
North Carolina Department of Environment and
Beverly waves Perdue
Governor
Jay W. Reeves
Reeves & Reeves Farm
3060 Greens Bridge Rd.
Garland, NC 28441
Dear Jay W. Reeves:
Division of Water Quality
Coleen H. Sullins
Director
December 22, 2011
OENR-FRO
DEC 2 9 20"
Natural Resourcesow()
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA282233
Reeves & Reeves Farm
Animal Waste Management System
Sampson County
The Division of Water Quality (Division) received your sludge survey information on December
20, 2011. With the survey results, you requested an extension of the sludge survey requirement
for the big lagoon and the small lagoon at Reeves & Reeves Farm facility. Due to the amount of
treatment volume available, the Division agrees to an extension for the sludge survey
requirement.
The next sludge survey at this facility for both lagoons, should be performed before December
31, 2013. Thank you for your attention to this matter. Please call me at [phone] if you
have any questions.
Sincerely,
01
Larry W. Wade PE
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File NCA282?33
1-336 Mail Service i enter naiea . hortri Carolina 27699-1635
I_ccation, 272b CaDul 53wc.. raleqh. Dort. Carolina 27604
? none: 91 ^_733.3221 't FAX: 91 �:-715-0588 ti lsmme-, Service 677-623-0748
kmern_t: awr ,.ncw@I--mLaI4v,rr
One
NorthCarolina
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I

a�CF W A rFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Nattual Resources
0 Coleco H. Sullins, Director
Division of Water Quality
t C C
August 1, 2007
Reeves & Reeves Inc AU6" Q 3 2W
Reeves & Reeves Farm
3060 Greens Bridge Rd OENR-FAvEtIfl ILE REGIONAI OFRCE
Garland, NC 28441
Subject: Certificate of Coverage No. NCA282233
Reeves & Reeves Farm
Animal Waste Management System
Sampson County
Dear Reeves & Reeves Inc:
In accordance with your application received on 12/19/2006, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Reeves & Reeves Inc, authorizing the operation of the subject
animal waste management system in accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Reeves & Reeves Farm, located in Sampson County, with an animal capacity of
no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 6760 Boar/Stud: 0
Wean to Feeder: 2500 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until June 30, 2012 and replaces the NPDES COC
issued to this facility with an expiration date of July 1, 2007. Pursuant to this COC, you are authorized
and required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of
animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit This General Permit contains
many new requirements than the previous NPDES General Permit Enclosed for your convenience
is a package containing the new and revised forms used for record keeping and reporting. Please
pav careful attention to the record keepinz and monitoring conditions in this permit The Animal
Facilitv Annual Certification Form must be completed and returned to the Division of Water
Oualitv by no later than March 1st of each vear.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section 1636 Mail Service Center
Internet: www"ncwatgmlAlity.am Location: 2728 Capital Boulevard
An Equal Opportunity/Atfimtatnre Action Empbyer— 50% Recycledl70% Post Consumer Paper
Nam` Carolina
Naturd ly
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation -,to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c), a compliance boundary . is provided for the facility and no new water
supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot
separation shall be maintained between water supply wells and any lagoon or any wetted area of a spray
field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal. must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins, Director
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File NCA282233

o�0F wArF,�pG
A a_�
T_
—f
0 Y
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Reeves & Reeves Inc
Reeves & Reeves Farm
3060 Greens Bridge Rd
Garland, NC 28441
Michael F. Easley, Governor
William G_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Perrnittee:
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
DEC 0 6 2006
W - FAYETTE1iIU ffG1()IVA WM
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at hM.-//h2o._enr.state.nc.us/aps/gfou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an ExQiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note. you must include
two (2) cgpies of your most recent Waste Utilization Plan with the 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 draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
CC (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820233
Premium Standard Farms Of North Carolina Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwat uali .o location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAffirmative Action Employer— 50% Regrdedll0% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
NonhCarolina
(919) va U!JllI✓
[phone]
[phone]
[phone]

_ 9 .1
o f W A r�rR Michael F. Easley, Governor
O� pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E., Director
Division of Water Quality
o -c
April 9, 2003
Reeves & Reeves Inc
Reeves & Reeves Farm
3060 Greens Bridge Road
Garland NC 28441
Subject: Certificate of Coverage No. NCA282233
Reeves & Reeves Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Reeves & Reeves Inc:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
--. Permit for swine.facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements -
In accordance with your application received on February 24, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Reeves & Reeves Inc, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supersedes and terminates your COC Number
AWS820233 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to; the management
of animal waste from the Reeves & Reeves Farm, located in Sampson County, with an aniriial capacity of
no greater than an annual average of 2500 Wean to Feeder, 6760 Feeder to Finish swine and the
application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If
this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Pernut, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information -must be established for this
facility- Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitorintr conditions in this hermit- The Devices to Automatically Stop Irritation Events Form
must be returned to the Division of Water Quality_no later than_120 days following. receipt of the -
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed_and returned
to the Division of Water Quality by no later than March 1st of each year.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
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If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed_
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process_ Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
C/
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File NCA282233
Permit File AWS820233
NDPU Files

�` r9x
L,��WAS zE UTILIZATIONT� ''. N
:.: a?,:i.lS4W,v'�ir�."Y��ka"".t.��' CE �Y.-._{ .. r3:�r.z,.� �.tin.7�cL-, r. 9.z.:uU<. �y.�5:,.
PRODUCER: Joy Reeves
FARM NAME: Reeves and Reeves Farm
LOCATION: 3060 Greensbridge Rd., Garland, NC 28441 Sampson County
TELEPHONE: [phone]
TYPE OPERATION: FEEDER - FINISH, WEAN - FEEDER
NUMBER OF ANIMALS: 9260
2,500 WEAN - FEEDER; 6,760 FEEDER - FINISH
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 ion 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 will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

'WAStE�UT�LIZATlONiPLAN"�
Amount of Waste Produced Per Year-Wallons, ft, tons. etc.)
6,760 1.9 12,844
2.500 animals X 0.42 (tons) waste/animal/year = 1,050 (amt.) waste/year.
13,894 TONS
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,760 2.3 15,548
2,500 animals X 0.48 lbs. PAN/animaltyear = 1,200 lbs. PANtyear. (PAN from N.C. Tech.
Guide Std. 633) 16,748 # 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
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TvDe Per Acre Utilized ADDlication
3417
la
Cainho
Bermuda
195
6.03
1175.85
Mar -Oct
3417
lb
Cainhoy
Bermuda
195
2.50
487.5
Mar -Oct
3417
2a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
2b
Cainhoy
Bermuda
195
3.21
625.95
Mar -Oct
3417
3a
Cainhoy
Bermuda
195
6.03
1175.85
Mar -Oct
3417
3b
Cainhoy
Bermuda
195
3.87
754.65
Mar -Oct
3417
4a
Cainho
Bermuda
195
6.03
1175.85
Mar -Oct
3417
4b
Cainhoy
Bermuda
195
4.82
939.9
Mar -Oct
3417
5a
Cainhoy
Bermuda
195
4.94
963.3
Mar -Oct
3417
5b
Cainhoy
Bermuda
195
4.70
916.5
Mar -Oct
3417
6a
Cainho
Bermuda
195
3.27
637.65
Mar -Oct
3417
6b
Cainhoy
Bermuda
195
5.39
1051.05
Mar -Oct
3417
7a
Cainhoy
Bermuda
195
1.49
290.55
Mar -Oct
3417
7b
Cainhoy
Bermuda
195
5.74
1119.3
Mar -Oct
3417
8
Cainhoy
Bermuda
195
5.16
1006.2
Mar -Oct
3417
9
Cainhoy
Bermuda
195
4.02
783.9
Mar -Oct
3417
1a-9
Cainho
Small grain option
50
73.23
3661.5
Oct -Mar
Total 1 73.23 1 17,941.35
`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.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements_ Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen_
Page 2

�IVASTE�UTILIZAT��N�P��LA�N��;� ����r
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 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Applicationype Per Acre Utilized
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 73.23 17,941.35
Table 2 0 -
Total 73.23 17,941.35
Amount of N Produced 16,748.00
Surplus or Deficit 1,193.35
Acres shown in each of the preceeding tables are considered to be useable acres excluding required
buffers, filter strips along ditched, 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 nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements. Your production facility will produce approximately 2691.2 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 as 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 -
Page 3

See attached map showing the fields to be used for the udlrratfon of waste water.
Field Soil Type
No.
Application of Waste by Irrigation
Crop Application Application
Rate (lnlHr) Amount (in.)
1 thru 9
ICainhoy
113ermuda
0.5
1
1 thry 9 ]Cainhoy
ISmall grain option 1
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
**2 Lagoons
Your facility is designed for _1 80days of temporary storage and the temporary
storage must be removed on the average of once every _6_Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation *see lagoon staff gauges.
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:
The following denotes the methods of nutrient removal:
All of the bermuda produced an this site will ba removed by having.
If the small grain option is used in the fall and"winter, the crop will be removed by haying.
Page 4

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.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the 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, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied'to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
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' for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies-
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would inhibit growth- The potential
for salt damage from animal waste should also be considered.
10 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 or forages breaking dormancy-
11 Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from a
lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and from any perennial stream or river (other than 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 landowner.
14 Waste shall be applied in a manner no 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 shall not be applied on grassed waterways
that discharge directly into water courses, and on other grassed waterways, waste
shall be applied at agronomic rates in a manner that causes no runoff or drift from
the site-
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17 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.
Page 6

�� = i➢�-s'��ikr•r� °i:3_r c �F 's^.-; .*""' a,r ..a.-� raaa aaa^�- ^ea" � uaaa < a �c ,�^ rrr. ;i � >� �'�� aSa i . 4
i ii-.la...� Ir
REQUIRED SPECIFICATIONS
(continued)
18 Waste hackling 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.
19 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 preplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to marts the maximum storage volume for waste storage ponds.
21 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 and maintained. Soil and waste
analysis records shall be kept for five 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.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

North Carolina
Department of Environment and Natural Resources
Water Pollution Control System Operator Certification Commission
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Reeves & Reeves Inc
3060 Greens Bridge Road
Garland NC 28441
SUBJECT: Designation of Operator in Charge
Farm Name: Reeves & Reeves Farm
Facility ID #: 82-233
County: Sampson
Dear Farm Owners:
Av�-�WA
NCDENR
MAR 2 7 2001
ETTL
REG.
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001. This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A-47.2
and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX: 919 — 733-1338
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

State of North Carolina i'+-
I Department of Environment and Natural Resources
Division of Water Quality AW
Non -Discharge Permit Application Form ���Y i 4 1g4
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN OR1G1N.4L9,%,0har�„
General Permit - Existing Liquid Animal Waste Operit-ionsfing
The following questions have been completed utilizing information on rile 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 Ieave
any question unanswered.
1. GENERAL- INFORMATION:
1.1 Facility Name: Reeves & Reeves Faun
1.2 Print Land Owner's name: Charles Reeves
1.3 Mailing address: 2950 Greens Bridge Rd
City, State: Garland NC
Telephone Number (include area code): 529-3831
RECEIVE
Zip: 28441 FAYMEVILLE
REG. 0171CF
1.4 County where facility is located: Sampson
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): From Garland NC and go approx. 4 miles North on
NC 411 towards Roseboro NC and turn Lt. on SR 1208 (Greens Bridge Rd.). Proceed 2 mile and the farm is on the left
1000 feet off Hwv. on a dirt oath.
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): DogwoodtFarms
1.8 Date Facility Originally Began Operation: 01/01/76
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); _233 (facility number).
2.2 Operation Descr tion: Swine operation
We —an to Feeder
Feeder to Finish
9260- Certified Design Capacity
Is the above information correct? Xyes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Poultry No. of Animals
0 Layer
0 Non -Layer
0 Turkey
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of Animals:
FORM: AWO-G-E 1/26/98
Page 1 of 4
%I

3.
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:
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.
3.3.1 1 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 Checkiist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
if your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 113.5 Required Acreage (as listed in the AWMP): 113.5
2.4 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRRCCS Standards, etc.) (Swine Only)
(DEor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 7-/x-f4
What was the date that this facility's land application areas were sited? 7/Z— FG
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
iv.-m.
APRIkAfas I ' ' s
UAW, 14-11
FORM: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 82 - 233
Facility Name: Reeves & Reeves Farm
4. PLIC}ANT'S R FICATION:
1, � 1 l'_S � vele es (Land Owner's name listed in question 1.2), attest that
this application for A '(fae_`3
pp ['t'fft"'19 q`„ck­ (Facility name listed in question l.l)
has been revie d §yjne and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
applicatio re n completed and if A required supporting information and attachments are not included, this application
`b me as m1
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed y me and is accurate and complete to the best of my knowledge. 1 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 1/28/98 Page 3 of 4

. DINISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Aver ,
Mac -on
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
HaN-wood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Favettev ille. NC 28301
(9 i 0) 486-1541
Fax [phone]
Wa, hinb on Regional WQ Supervisor
943 Washington Square Mall
Wa ;hington, NC 27889
[phone]
Fa � [phone]
F,eaufort
Jones
13ertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasgttotank
Currituck
Pergttimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional It'Q Supervisor
919 North Main Street
Mooresville, NC 281 1'
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edeecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington. NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnen
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
A7ontsomery
Iredell
Winston-Salem Regional VI-Q Supervisor
585 'A'auahtou-n Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockn2haln
Alleghany
Randolph
Ashe
Stokes
Caswell
Sum•
Davidson
Watauea
Davie
Wilkes
Fors%th
Yadkin
Guilford
FORM: ANVO-G-E 1/28/98 Page 4 of 4

CHARLES REEVES
ANIMAL WASTE MANAGEMENT SYSTEM
P-9
TABLE OF CONTENTS
MAY 1
4 19Q
WOO
rear
�
P
,3rMitU,;,,
ITEM
Page
DesignApproval Sheet ..................................................................................................
I
Construction Specifications ...........................................................................................
2
Operation and Maintenance Plan ....................................................................................
3
Se6ding Specifications .....................................................4
Grid...............................................................................................................................
5
Volume Calculations - Excavation .................................................................................
6
Volume Calculations - Dike Fill & Pad Fill ....................... .............................................
7
Typical View of a One -Stage Lagoon System ................................................................ 8
Plan of Excavated Storage Lagoon ................................................................................
9
Waste Management System ........................................................................................... 10
SoilsInvestigation ......................................................................................................... I I
Maps........................... .............................................................................................
--- 12
A- Topo Map
B. Soils Map
C. Flood Plain Map
D. ASCS Map
dfticm

Operator: Charles Reeves County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 Ibs.
0 sows (farrow to feeder) x 522 Ibs.
5760 head (finishing only) x 135 Ibs.
0 sows (farrow to wean) x 433 Ibs.
0 head (wean to feeder) x 30 Ibs.
Describe other:
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 7/3/96
15W.0 feet
0 Ibs
0 Ibs
777600 Ibs
0 ibs
0 Ibs
0
777600 Ibs
Volume = 777600 Ibs. ALW x Treatment Volume(CF)/ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/Ib_ ALW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION NO --) Lu DGF i x&URFD .4 �
Volume = NO SLUDGE ( cubic feet O U-J AJ F 0�5 r u = S T.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 455.0
Inside top width (feet)---- 300.0
Top of dike elevation (feet)- 45.0
Bottom of lagoon elevation (feet)- 33.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.5 :1
Total design volume using prismoidal formula
SSIENDI SSIEND2 SS/SIDE1 SSISIDE2 LENGTH WIDTH DEPTH
3.5 3.5 3.5 3.5 448.0 293.0 11.0
AREA OF TOP
LENGTH' WIDTH =
448.0 293.0
AREA OF BOTTOM
LENGTH 'WIDTH =
371.0 216.0
AREA OF MIDSECTION
LENGTH * WIDTH' 4
409.5 254.5
131264 (AREA OF TOP)
80136 (AREA OF BOTTOM)
416871 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
131264.0 416871.0 80136.0 1.8
Total Designed Volume Available = 1151830 CU. FT.

L ' 5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length 'Width =
455.0 300.0 136500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 136500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 777600 Ibs_ ALW/135 ibs_ ALW' 1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 galions/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 = 79625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot " DA
Volume = 85312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. 0 cubic feet
5C_ 79625 cubic feet
5D. 85313 cubic feet
TOTAL 354833 cubic feet
6. SUMMARY
Temporary storage period=====_========== =__>
Rainfall in excess of evaporation===---=__>
25 year - 24 hour rainfall__________________>
Freeboard=====____,_—_=_____= _=__________=>
Side slopes=_______________________
Inside top
Inside top width=====_
Top of dike elevation==—_-_---_------__>
Bottom of lagoon elevation= -_ -- =____ _____>
Total required volume==---___�_�
Actual design volume===—__—_-------
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.======_______=-------__--_>
Must be > or = to the SHWT elev.= ----= >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=== _=_____>
Volume at stop pumping elevation=====-=____>
Start pumping elev.====____—_______________>
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation=====____= >
Required volume to be pumped ------= --- =--_>
Actual volume planned to be pumped = =__= __>
Min. thickne of soil liner when required =>
180
7.0
7.5
1.0
3.5
455.0
300.0
45.0
33.0
1132433
1151830
39.7
41.0
39.7
39.0
777600
780939
43.3
days
inches
inches
feet
:1
feet
feet
feet
feet
cu. ft_
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
1066518 cu.ft.
1061211 cu. ft.
269520 cu. ft.
280272 cu.ft.
1.8 feet
7. DESIGNED BY_la-_ PPROVED BY:
DATE: �% DATE: 7-12- -76
NOTE. SEE ATTACHED WASTE UTILIZATION PLAN
//-- r
COMMENTS: t S � �a2 cat &.o l Je f d a eS'
6

No sludge storage was figured in this swine waste lagoon
design (dated 2/15/96) due to landowners request.

SHE>=T i 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. Earthfll 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 LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR"
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 (e - 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 day liner, other than the type of day 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 pattem 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.
►•t*iar_r111L9LA
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 file
trench shall be backfrlled and compacted with good material such as
SC, CL, or CH.

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 43.3 as marked by permanent marker. Stop purnp-
out when the fluid level reaches elevation 41.0 . This temporary
storage, less 25 yr 24 hr storm, contains 269520 cubic feet or
2016011 gallons.

SHEET 2OF2
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.
8. 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.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 13.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBSJACRE
(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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
130.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBSJACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
520.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
13000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBSJACRE)
26.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1300.0 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, 1T IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

C
DOGWOOD FARMS, INC.
Clinton, North Cacolina
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 10
K
OUTLET PIPE ELEV. -!.3
Ri
Pit 1I
�i SS 3.> ISS>•J
� �
S,Q Pipe (Needs to be adequately TRFA'IMENT LAGOON
supported) �{
5` Depth 103
Bottom Elevation
Ae.� +7i • 'r7.:� vi-, u
Settled Top Elevation 5-- O
N
ss j

DOGWOOD F_AR%15 -
Clinton. North Carolina
FOM 1;Z]
PLAN OF EXCAVATED STORAGE LAGOON
Name C, H A R L E c r lJ is Date 7/�
County < iY? P SQ A/
Address
NJ C ,
Use of facility W L
Capacity :76 O 4 - A C _ Gallons
Soil Type efa, ig _
Bench Mark Description 4T -5okY t i E ND c = Ffsz, D
I-Terdel171
Normal Liquid Level
Storage for Normal Precip.
Maximum Liquid -Level
25 Year Storm Storage
Crest ESW
Maximum Flow Depth
Freeboard
Top of dam
T.B.M.
SL-NE-VARY
Elev. S 3.O
Elev. 43.3
(�}
7- O
In.
Eiev_
H
45.0
In.
Elev.
LIL /,
Eev.
Elev,
u 5 0

.1
PILL 1
1
AV NLAC E GROU ND
VARIABLE �
I �
SAWr MATERIAI,
/G CLAY
S#PM CLAY -CLAY
G8
FEET THICI
Q AY LINM
TYPICAL cRost-SBC'TION OF
LAOD014 WNSTRUCTION WITH
PARTIAL -CLAY LINER
_� �-
FUT THICK CLAY LINER
(HINI1R I) `"'"
FILL
AVFJtArE GROUND
1
RXCAVATE THIS AREA AND
"��DACKFILi, WITH CLAY VARIABLE: SANDY MATERIAL
No CLAY
+
' + FEET THICK
ClAY LINER
I
EXCAVATE
f
� Y
r
1 -• r
SANDY CLAY -CLAY
ANOITIONAL' EXCAVATION DUE TO LINERs '>c 'L
AMACE DEPTH TO CLAY � X 2__ FEET tHICK X DISTANCE CUBIC FEET = j,Z,372vcuBic XARn6
27 CUBIC FEET/CUBIC YARDS
WM : WHEN AREAS OF UNSUITABLE MATERIAL ARE EKO ITERED, THEY WILL NEED To BE EXCAVATED A MINIMUM OF
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, C11).
i

WASTE UTILIZATION IZATIOI�T Pi,J_
:Iuly 2, 1295
PRODUCER: CAM i .E.S REEVES
LOCATION: 2650 GREENS BRIDGE ROAD
GARLAND NC 28441
TELEPHONE: [phone]
TYPE OPERATION: Combination Swine Farm
NUMBER Or ANIMALS: 9260 swine design capacity
1
PAGE 1
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 wash should be used to reduce the amount or
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. Wash should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can pa 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 an the ne?ds 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 irfilitration
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 pey 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 suture, you need to revise this
plan. Nutrient levels fcr 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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find informatior_.on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission. I

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.).
9260 swine x 1.49503239741 tons waste/swine/year = 13844 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
9260 swine x 1.80863930886 lbs PAN/swine/year = 16748 lbs. 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 surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
3417
1
CaB
BH
3.9
195
0
13.5
2632.5
MAR-OCT
3417 2 CaB BH 3.9 1195 0 179.3 115463.5
MAR-OCT
1 1100 10 120.
SEP-APR
TOTAL 20166
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
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.

WASTE UTILIZATION PLAN PAGE 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE.
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
* Acreage figures may exceed total acreage in fields 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:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
AC
100

WASTE UTILIZATION PLAN
PAGE 4
TABLE 1
TABLE 2
TOTAL
AMOUNT
TOTALS FROM TABLES 1 AND 2
113.5 1 20166
113.5
*** BALANCE
1 20166
16748
-3418
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding 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
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 2691.2 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 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
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.

WASTE UTILIZATION PLAN PAGE 5
If surface irrigation is the method of land application for this plan,
it is the responsibility 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.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
None.

WASTE UTILIZATION PLAN PAGE 6
Plans and 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 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 to properly dispose of 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 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 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.
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 no more than 20 to 25 percent of the leaf
area is covered.

WASTE UTILIZATION PLAN PAGE 7
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. 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 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 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. 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
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 imple-
menting 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.

WASTE UTILIZATION PLAN PAGE 8
NAME OF FARM: REEVES' FARMS
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved 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 access 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 cer-
tify 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 FACIL Y OWNER: CHARLES REEVES
S I GNATURE
NAME OF MANAGER ( i f different from owner) :
please print
SIGNATURE:
NAME OF TECHNICAL SPECIALIST
AFFILIATION: NRCS
ADDRESS (AGENCY): 84 Count
Clinton
DATE:
Wilson Spencer
Complex Rd.
28328
. �IIII
,
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UNITED STATES SOIL
OEPARTNIXT OF CONSERVATION
AGRICULTURE satVICE
------------------------------------------------------------
WALTE MANAGEMENT. FACIL'.TY SITE EVALUATION
GENERAL INFOR ATION
__�--- -------- HI.'_... ^.''-' �---------------
;� . -----
--------
- ------------------- - - - - - - - - - - - - - - �•-�----
_ _ ____ _ _ .7-14
L S�
{ LOCATION DATA -
+ DISTANCE FROM NEAREST RESIDEVCE NOT OWNED BY �
PRODUCER =—FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES------ NO
If yes, SCS cawwt provi4e mmistaaae.
1S SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YE3' N^-----
If no, site must be relocated.
1S SITE WITHIN I MILE ZONING JURISDIC':ION
OF A KUNICIPALITY? YES----- NO
If yes, landowner should cessult with local zoninq board
about required permits. Permits must be obtained prior
to design approval.
R i
Are utilities in constru=tion area? Y£5----- NO= ---
If yes, see Part 503 of the Rational Rngineering Xanua'l
and follow policy.
(copies of maps or other reference materials fay be
attached to site evaluation.?
Page ,

i WETLANDS
I WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NOZ�--
If yes, producer must complete a Corm AD-ID26:
WILL ACTION RESULT 1N .SWAMPBUSTING? YES---- NO'----
j i F WE7LAN 5 ARE !N OL ED, IT IS THE RESPONSIBILITY OF HE
I PRIDUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE 1F i
AODITIONAL PERMITS ARE REQUIRED. N3 WETLANIS SHOULD BE
ALTEREO UNTIL PRODUCER REC ZIVES WRITTEN APPROVAL FROM SCS, i
US ARMY CORP OF ENCINEERS AND NC CI' -_IL:: I- ENVIRONMENTAL
N :R.''.1NME •.AL
(A copy of AD-1026 and CPA-026 should be attached to I
site evaluation.)
OTHER EAVIRONMENTAL : A?70RS
is ENDANGERED AND/OR ':^REATE EE SPECIES -.-K AT
E PRESENT? NA
' -SS----
IS A DEST-GNATEO NATURAL SCENIC Ra_=-• I:tCE_.,ED IN THE
i PLANNING AREA OR WILL P :A.'rNEZ, AC:'IOltiS TMPAC: ON AN
AD3ACENT ::ATUPAL SCENX AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE --
PLANNED AREA? YES---- NO ----
I ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERAT: G UNIT? ='ES----- NO-=--
i WILL THE ACTION RESULT IN SODBU T_NG? YE. NO ----
If yes to any of these questions, refer to `orm NC-CPA-16
for policy sources. The form does not need to be
i completed.
F
ODOR CONTROL
HAS ODOR. CONTROL BEEN DISCUSSED 'r 17H _ ROD CEP
. . . . . . . . a .EDOM:NANT
W=
DIRECTION?
YES_-
........ POSSIBLE EXPA
S:ON OF .?EA:'w!ENT
........ PRECriAROM
L•A03ON W1 H FRESH
WATER TO AT
LEAST ' /2 OF THE
�
CAPACITY?
E_----
Nv----
........ USING GGOD
SnUND
3UDGMENT IN
•'
LAID APPL-CATION
GF WASTE.?
l-- ---
NO ----
face 2

D0 LS PAODNG lA OMB LWOU M LAM TO PWPfi1t LY LAND
APPLY WASTE?NG----
If. NO, DOES PRODUCER HAVE ACCESS TO
MOPE LAN3?
iF LAND 'AS NOT OWNED -BY PRODD' ER,
:AN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? ire---- '�----
(Attach Masts Utilization Plan to site evaluation.)
Sall.
:YVZSTIGATION -- VkLID OXLY IF
50.L .YvES7.GA'I'.0x
SHELT
ATTACNID
S S::I,
SUITABLE. FOR LACOOh?
NO- --
S A
CLAY LINER REIQU:P.EO?
:I5- ----
"' -----
=S A
CORE TRrNCH REQL'IREO?
YES ------
NO___---
;Attach sail.investigati*n shoot to site evaluation.)
j SITE APPROVED YES- � - 140------- Cox :.'TONAL--------- i
-y..____--------------------------------
THIS SITE :NVSSTI3ATi.7N IS VALT_0 AS LONG AS TY.1 .D. ES=:,N k %"O i
CONS7R CTIOA OF !AG-OCN _OK7:N_'ES :,N RE.ASONA$LZ 7_ME
PER:0^. i.''N4D E CELA'tS OR F:E5I:ANCY IN
THAT SI:'E E:'kL::P.I=GN BE INt'ALIDA"*G.
-x�
S I GXATURx :`7==- D11Tt —_-
? !k; e

. Operator:Charles Reeves County: Sampson Date: 4/3/96
Distance to nearest residence (other than owner): 1000 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
1000
head
(finishing
only)
x 135
lbs. =
135000
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
2600
head
(wean to feeder)
x 30
lbs. -
78000
lbs
Describe other :
0
lbs
Total Average Live Weight = 213000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 213000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 213000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 242.0
Inside top width (feet)---------------------- 232.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet) ------------ 37.4
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.5 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.5 3.5 3.5 3.5 235.0 225.0 11.6
AREA OF TOP
LENGTH * WIDTH =
235.0 225.0 52875 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
153.8 143.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
194.4 184.4
22116.44 (AREA OF BOTTOM)
143389.44 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) } AREA BOTTOM] * DEPTH/6
52875.0 143389.4 22116.4 1.9
Total Designed Volume Available=422203.03 CU. FT

. 5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
242.0 232.0 56144.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 56144.0 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 = 213000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 389080 gals. or 52016.0 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
volume = 0.0 gallons/day * 180 days storage/7.48 gallon
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 inches * DA / 12 inches per foot
Volume = 32750.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 32750.7 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52016 cubic feet
5B. 0 cubic feet
5C. 32751 cubic feet
5D. 32751 cubic feet
TOTAL 117517 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====_____________________________> 3.5 : 1
Inside top length___________________________> 242.0 feet
Inside top width____________________________> 232.0 feet
Top of dike elevation_______________________> '450.0 feet
Bottom of lagoon elevation=_________________> V37.4 feet
Total required volume_______________________> 330517 cu. ft.
Actual design volume________________________>422203.03 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.4 feet
Stop pumping 46.3 feet
Must be > or = to the SHWT elev.====______> 44.4 feet
Must be > or = to min. req. treatment el.=> 43.4 feet
Required minimum treatment volume=====_=____> 213000 cu. ft.
Volume at stop pumping elevation=====_=__==_> 290856 cu. ft.
Start pumping 48.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 369452 cu. ft.
Volume at start pumping elevation=====______> 385974 cu. ft.
Required volume to be pumped=====______ ===> 84767 cu. ft.
Actual volume to be pumped__________________> 95118, cu. ft.
Min. thickness of soil liner when required==>.� feet
7. DESIGNED BY: APPROVED BY:
DATE: 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 48.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 84766.7 cubic feet or
634055 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.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. 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. �p�
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.S 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-
blished 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_

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 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)
180.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUKE 15
0.0 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
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 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 THEN 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.

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trS D.A, SCS-CPA-026 1. Name and Address of Person 2. Date of Request
Soil servation Service (June91) vT-5 �'�p-rt lips - I /
r S- 0 (S r �tS FI' ` 1 `d 3. County (/
HIGHLY ERODIBLE LAND AND WETLAND i I� / C
CONSERVATION DETERMINATION GU' l' gov �U� �'7� �( Jt% 15 Ct,
4. Name of USDA Agency or Person Requesting Determination 5. Farm No. and Tract No.
SECTION I - HIGHLY ERODIBLE LAND
6. is soil survey now available tar mating a highly erodible land determma*ion? Yes No
FIELD NO.(s)
TOTAL ACRES
iF-Y. .
7- Are there highly erodible sail map units on this farm? Yes ❑ No Fser
B. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1961-1985.
9. List highly erodible fieids that have been or will be convened for the production of agricultural commodities and,
according to ASCS records. were not used for this purpose in any crop year during 1,981-1985; and were not
enrolled in a USDA set -aside or diversion Program.
10. This Hichlv Erodible Land determination was completed it the: office F-1 Field
SECTION It - WETLAND
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soiis on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, pr Farmed Wetlands (FW) or Farmed Wetlands Pasture (rY,WP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Fanned Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior convened cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal-effed determination was made.
16. Mitigation Wetlands JAW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A. restored wetland that was in violation as a result of conversion after
November 28, 1990. or the planting of an agricuhurai commodity or forage crop.
18. Restoration without Violation (PSW). A restored wetland converted between December 23. 1985 and
November 28. 1990. on which an agricultural commodity has not beer, planted.
1
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (Gr W;year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (C"J. Wetlands converted after December 23, 1965 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands. you will be ineligible for USDA benefits.
22. Converted Wetland (CW-year). Wetlands converted after November 28. 1990, You will be ineligible for USDA
program benefits until this wetland is restored -
23- Converted Wetland Non -Agricultural use (CWNA.). Wetlands that are converted for trees, fish production, shrubs,
cranberries. vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
I
25. The planned afteration measures on wetlands in fields are considered maintenance and are in compliance
i with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and it
installed will cause the area to become a Converted Wetland lCW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office [] field nd was deliveredEj maiied[7to the person on
28. Remarks.
CO IV 41 I�r 1 �-•• 1� r 0
29. 1 rrrnfi Mai the aho%r doerminanon is rr.rrerr and adr,luatr liir asr m dere "ninng 30. Sig of SCS Di Conservationist 31. Date
eligihilin fc;r USDA prnt�eerm hc'nefir.s, curd their werl ind hsdn+la,�r, hsdric +nits, and
hrdrnphyfir rr•,grrarion under nornfal rirrumsianrrs exist on till areas uuihned as / ~_
ti'erlandc Farmed N'erlandt. nerd Fanned R'erlan& Pasrrrrr 1 �J
7
Assistance and programs of the Soil conservation Service araUsble without regard to race, religion, color, sex, a or handicap.
SCS f 4 %nv

14
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United States Natural
�t Department of Resources
Agriculture Conservation
Service
i
WASTE MANAGEMENT FACII= SITE EVALUATION
G&NERAL LNFOWMATION
NAME
Glrnr .� n'C
TELEPHONE ;?iD - 5E? - 3831
LOCATION .5 rni�_Cc. 2Lrkc._zyjrt�
an e-' 5fL IZO-�
e600 ura� - Fc rdtr
SIZE OPERATION ir,nn eca%. %
iOC:ATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER Jo00 _ FT.
DISTANCE FROM NEAREST PUB11C FACIL Y (sd—L chore em) 3Goo FT.
IS SITE WITIIIh 100-YEAR FLOOD PlaklN? YES NO
If yes, MRCS cannot provide assistance. — —
IS SITE AT LEAST 10O FT. FROM A "BLUE LDIE" PERENNIAL S'.^RFAM? YES NO
If no, site must be relocated —
IS SIDE VM71IN 1 MILE ZONING JURISDICTION OF A MUNICIPALTIY? YES — NO ✓
If yes, landowner should consult with local zoning board about required
permits. Permits most be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES — NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified — —
Weldand Determination/Delineation�
WILL ACTION RESULT LN SW AMPBUSTLNG? YES NO
NC-CPA-17
REV. i, 2-y6
IF WETLANDS LANDS ARE INVOLVED, IT IS THE RESPONSIBIL= OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGIIdEERS AND THE DIVISION OF 1TIVIRONMEN TAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A Wi; D AND DELINEATION
IS MADE
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated For natural wetlands greater than one acre in sQr, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIREMON? YES ✓ NO _
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST Ir2 YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION E YES NO —
OF WASTE?

NC -CPA- 9 7
REV. 1,• 2-96
Page 2
OTHER E.NVIRONMENT'AL FACTORS
iS ENDANGERED ANDIOR THREATENED SPECK HABITAT PRESENT?
YES _
NO
✓ i
I
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED LN TT-IE P"\-,NTqG AREri OR
/
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NA7-MAL SCENIC AREA?
YES _
NO
J
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE P! NTN`ED-.R:_a?
YES _
NO
—,HE
✓
ARE THERE PRIME. UNIQUE STATE OR LOCALLY IMPORTXN7 F.4RMI-A-NIDS r-N
YES
NO
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTING?
YES _
NO
✓
If the answer to any of the above is yes, N-RCS will not provide technical
assistance unless agencv t oHcv is followed.
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLYAL! f._I.. WASTE YES ✓ NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES � NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON L-kND YES— NO
ON WHICH TO APPLY WASTE?
(Attach Waste UtiRtation Plan to site evaluation.)
SOIL L F-MGATION - VALID ONLY IF SOIL IIYVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A LINER REQUIRED?
TYPE OF LINER TO BE USED:
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
SITE?
TF CLAY IS NOT AVAIIABL.E ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
(If yes, We must be removed or pivaed)
YES ✓ NO
YES ✓ NO T
CLAY ✓ BENMNITE SYNTHETIC
YES NO
YES ✓ NO
YES NO
YES NO
SITE APPROVED YES Z . NO CONDITIONAL
COMMENTS
THIS SITE INVFS`7GATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE \MONTHS, A NEW SITE uvESITGATION WILL BE REQUIRED, V
SIGNATURE DATE
v Changes in the local or state law or changes in the standard could require a new site investigation.
1

z

E
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ "roc —W -ts'w
EMERGENCY -MANAGENMENT SYSTEM <ir MAU
1996
'mac
- - L RCS Iry -spit-z{may her c
This plan will be implemented in the event that wastes from your operation are leaki-n-g; --.
overrlow•inv. or running off site. You should not wait until wastes reach surface waters or a
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible Iocation for
all employees at the facility. The following are some action items you should take.
I . Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Vlake sure no surface water is entering lagoon
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c.• Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the w-gste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharze.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systerns. houses, solid separators -action include:
a_ Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the !louse. flush systems. or solid separators.

I
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch awav from the embankment to catch all seepage,
Put in a submersible pump. and pump back- to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and hil
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
�. 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. Anv damage noted, such as employee injury, fish hills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
a: Contact appropriate agencies.
a_ During normal_ business hours, call your DWQ (Division of Dater Quality)
regional office; Phone - - . After hours, emergency number: 919-t3-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item ? above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local ENIS Phone number -
c. Anstruct EMS to contact local Health Department.
d. Contact CES. phone number - - , local SWCD office phone number - -
and local ivRCS office for adviceltechnical assistance phone number - -
4: If none .of the above works call 911 or the Sheriffs Department and explain your
problem'to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
- Y
7
a. Contractors=varrie:`A_!ar C-
b. Contractors address: �i;�r OgIc CA. 1 _
c. Contractors Phone: lo-- Y—&y_V
De=L-nnbcr IS. 11?0O

6: Contact the technical specialist who certified the lagoon (.RCS. Consulting
End=ineer. etc,)
a. Name: ,7r q C
b. Phone:--JI-t
is Implement procedures as advised by DWQ and technical assistanc4 agencies to
rectitv the damage. repair the system. and reassess the waste management plan to
keep probiems with release of ��:astes from happening again.
s

Insect Control Checklist for Animal Operations
S11111-rc rullse 11RIPs if) CouU•ol Insects Site Sltceifrc Prueficcs
Liquid Sysletus
Plush Gutters Accunullation of solids C7 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
!"1 Reninve bridging of accunutlated solids ;it
discharge
Lagoons and fits • Crusted Solids Maintain lagoons, settling basins and pits where
nest breeding is apparent to minimize the
crttsting of solids to a depth of no more than 6 -
N inches over more than 30% of surface.
Excessive Vcgulativc Decaying vegetalion Mrlultuul vegetative control along hunks of
t;ruwtll lagoons and other impoundments to prevent
acculuulation of decuying vegetative matter
along waWs edge on impoundment's perimeter.
Dry Syslceus
^Fe:cder.a -- • Feed Spillage _ Design, operme umJ maintain feed systems (e.g.,
bunkers and troughs) to minimize the
cumalafon of decaying wastage.
clean up spillage tin it rowhic basis (e.g., 7 - 10
day inM'Vill during sununcr; 15-30 clay interval
jWring winter).
Feed Slor;lug ACCUMBlatiOnS of feed residues Reduce oloisulre accunullilt ion wilbin and
uraund immediate perimcle:r of iced slonige
ureaS by insuring drainage away f oln site
and/or providing adetInate conlainn►enl
covered bin for brewer's grain and similar lligh
oisture grain producls). '
1'! f�ispc ct Cor and remove or bleak up accualtilaied
solids in sitter drills i1r011tt11 feed S10111-,C ,t',
needed.
A nilC - N,Pvcntbur 11. 1906, Page I
. A

_Source Cause IINIPs to Control Insects Site Specific Practices
Animal I folding Areas Accumulations of unimal wastes Gliminale low areas Iliat trap moisture along;
and feed wastage fences and other locations where waste
accuniulaies and disturbance by animals is
nimal. v
Maintain fence rows and filter'strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
i remove or break up accumulated solids as
r riled).
flry Manure 1 iandlinb • Accumulations of animal wastes Fr' Remove spillage on a routine basis (e.g., 7 - I t}
Systeuts day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Cl Provide for adequate drainage around manure
stockpiles.
11 Inspect for and remove or break tip accumulated
wastes in filter strips around stockpiles amil
mamire handling; areas as nectlerl.
For more inlOrmation contact the Cooperative Extension Service, Department of Fnloniology, ]lox 7613, North Carolina Stale t lniversity,
Raleigh. NC, 27695-7613.
AAIW - Nuvesuber 11, 1996, Page 2 1 •• •

Swine Farm Waste Management Odor Control Checklist
Source Cause IiMI's to Milrilnice odor Silc Specific Practices
IIIINwail • Swine production Vegetative or wooded puffers;
LI' �I`djudgnienl
onimended best management practices;
and common sense
Auiuial body surfaces . Dirty manure -covered animals I" Dry floors
Flour %Iulaee • Wct uuanuu-covered Ilours R- sslolled floors;
y�e��rs located over slowed floors;
> ceders at high end of solid floors;
n Scrape manure buildup from floors
lJtxlerfloor venlilatinn for drying
h1:utolc; cullectiull pits • 1lriue; R'Vreyuent manure rclnoval by flush, Ilit rMiarlie,
• partial microbial decomposition for scrape;
Pr Underfloor venlilulilm
Vculilaliun c0aast I;uls Volatile gases; f al .mainlcnaucc: — DIM C.Y fill-icicnl air movement
lndolir sulfaccs • Bust Pr ]l ushdown between groups of aniouds;
rIr l.eed addilives;
f7 J+ceder covers;
1� I ee11 delivery downspout cxlcnalcrs to Iccdcr ,
r
covers
Flush I.Inks Agitation of recycled lagoon 0 Flush tank covers;
Ililllid while larks are: filling ❑ lixlend fill lilies to near bottom of' tanks Mill
ili-siphon vents
I flute alleys Agilation during waslew:uer 0, lluderfloor flush %viih uuderflunr ventilation
conveyance
Pil ieckaige points . Agila ion of recycled I:Igoun Pf Emend recharge Iines In near borlulu ell Ails; - —
lltlnld While plls are 111fing with anti -siphon vents
1.111 maItUIID • A161allon during silnip Innk f-I Sump lank covers
filling and drawdown
Clulsitle Ilraill caliccliult • Agitation during wastcwaler n flux covers T
or juucliull bores conveyance
Ahll W - Novcniher 11. 1996, 1%ige 3
A •0

Source Cum DMPs to Miuiruize Odor Sile Specific Practices
Mud of drainpipes at Agitation during wastewater 13 Extend discharge point of pines underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions;
• Biological mixing;
• Agitation
a- Proper lagoon liquid capacity;
CKCorrect lagoon startup procedures;
1777' Minimum surface area -to -volume ratio;
Cr"IMinimum agitation when.punnping;
Mechanical aeration;
❑ i'roven biological additives
lrrigatiuu sprinkler • 1 ligh pressure agitation; rrrigale on dry days with little or no %vied;
nozzles Wind drifti nimum recommende'd operating pressure;
;1--p"timp intake near lagoon liquid surface;
Cl Pump from second -stage lagoon
Simage tank or basin • Partial micrubial decomposition; l 1 lintlont ur midlevel loading;
surface a Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
CI Proven biological additives or oxidants
SLit ling lwsie surface 0 Partial mi"obiul decomposition; C7 Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying C1 Remove settled solids regularly
h1auure, slurry or sludge • Agitation when spreading; Soil injection of slurry/sledges; "
spreader uuticls 0 Volatile gas emissions 0---{Nasln residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, 0 Volatile gas emissions while Soil injection ul'sierry/sludges
slurry or sludge on iichl drying
SW fucc5
S it incorporation within 48 lirs.; t
Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
.1I aninrals Carcass decomposition Proper disposition of carcasses
auimill disposal 0 Carcass decomposition
• lucuniplele combustion
:r 11. 1996, Ilagc 4
O CuuiplctL cuvcriug of e;nC;ISSCS io burial pits;
C7 Proper location/construction nfdisposal Fits
Cl SecMmlary stack burners -

r
Mortality Management Methods
(check which rnethod(s) are being implemented)
_! Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet From any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168. i
Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
'=! Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animals value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)

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ConnectGlS Feature Report
Page 1 of 1
ARCONNECTGIS are continually editing our maps to improve accuracy of position and
information. This information should not be relied upon by anyone as a
determination of the location, ownership, or market value of property. Always
refer to the recorded deed for all legal purposes- Use of this web site indicates your acceptance of these terms.
dotprimrds state
RFC us
NC
t� O Centerlines
nc counties
Sampson -County
parcels
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` 1 : 750 Feet
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