310672_Permit Renewal Application 2019_20190410

Mar 1819,12:30p stallings florist 9102855233 p.1
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently,covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019. the North Carolina State lion-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits. facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3.2019.
Plfence do not leatre ants question unanswered Please verify all information and make any neccumy corrections below.
Application must be signed and dated by the Permitter.
1. Farm Number. 311-0672 Certificate Of Coverage Number. AWS3IWo2
2. Facility Name: Austin Farm ill be 42
3. Landowner's Name imame zs an!re Waste Management Plain): Maaret Stallings
4_ Landownees,Mailing Address. PU Box 144
City: Wallace State. >s Zip: 28466
Telephone Number: 910-785-389 Exi. R-mail:
5. Facility's Plnrsical Address: —,%t5 S NC Hwy I I
City: Rose Hill State: Nf, Zip: 2945
6. County where Facility is located: Du2lin
7. Farm Manager's Name(if different from Landowner): Gkxcrl
g, Farm Manager's telephone number(include area code): ct�V- a',°lo 3.3 ' I
9. Integrator's Name(if there is not an Integrator.%vrite"None"): S' td�� �.��kJl oas
1p, OperatorNamc(01C): Margaret Stallings Phone No.: 910-285-3896 OIC#: 18157
Lessee's flame(if there is not a Lessee,write"None"1:
12. Indicate animal operation type and nwnberr
Current Permit: Operation Type Allowable Count
Swinc-Fecdcr to Finish 7,344
Operation Tvexs•
Svrine Cattle Ur
v Ponitry Other Tooas
Wean to Finish Vairy C31f Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to rinish Still•Cn%v Pullets Sheep-Sheep
Feeder to Fin:sh Dry Cosv Turkeys Sheep-Other
Farrow to Wean Becl'Stocker Calf Turley Pullet
Farrow to Feeder Be-,f Feeder
BoartStud Beef i3road Cow Wet Poultry
Gilts nehs7 Non Laying Pullet
Other Layers

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13. Waste Treatment and Storage Lagouns (Verify the following infurmation is accurate amd complete. Make all necessary
corrections and provide missing data.)
Estimated Linn TSye atimmed Design Freeboare
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Huil Unknown) (Cubic Feel) (Square Feet) (hicbes)
1 L 10 95— 9 06 O f", 9 6 19.50
Z to q 6 416E 10 4,q-7(. 19.50
Mail one (1) copy of the Certified Animal Waste Mauagemenl Pisa (CAWMP) with this completed and signed application
as required by NC General Statutes 143-213.1OC(d)to the address below.
Abe CAWAv1P must include tee following components:. .
1. Ahe most recent Waste fill;.nation Plan IWUP),signed by the owner and a certified technical sneeialist,containing:
a The method by which wawa is applied to the disposal fields(e.g.irrigation,injection.etc.)
b. A map of every fneid used for land application(for example:irrigation map)
e. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WLP
f. The maximum PAN to be applied to every land application field
g. The waste application tvtndows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with clmsen hest management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. A'so provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. Operation and Maintenance Plan
If your CAAgvIP includes any components not shown on this list, please include the additional components wish your submittal.
(e.g.composting,digesters,waste transfers.etc.)
As a second option to salting paper copies of the application package, you can scan and email one signed copy of the
application and all the CA W MP items above to: 2019PermilRenta alCrmcdenr.gov

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I attest that this application has seen rcviewcd by 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 to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement.
representation. or certification in any application may be subject to civil penalties up to $25.000 per violation. (18 U.S.C.
Section 1001 provides a punishme:tt 'ay a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Sigmg Official (Landowner. or if multiple Landowners all landowners should sign. If Landowner is a
corporation,,signature should be by a principal executive officer of the corporation):
Name: 9J1NQo 1)2i u V, RL Title: Ilj
'�"-
Signs Date: � r �. ict
Name: Title:
Signature: Date:
Name: Title:
Stgtawe: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE h'OLLOWNG ADDRESS:
NCDEO-DW R
Animal Feeding Operations Program
1636 MA Service Center
Raleigh,north Carolina 27699-1636 i
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENENA"TATE GENERAL 0212019

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Version—rvo-jember 26,2018
• Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
Q (`� A composting system approved and permitted biy*the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
aAny method which, in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
("Written approval by the State Veterinarian must be attached).
Mass Mortality Alan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines faun-specific mortality man-
agement methods to be used for mass mortality. The NCDABCS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAVIIMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S, 106-399.4.
Signatur of Farm Ow erJManager Date .�
3 - 1 �g-- 19
Si n ist Date

/-6,4,t/le C'0 ///3//f0
Oct 31 14 03: 04p Beth 9102855233 p. 3
Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii)this form is official notification to the Division of
Water Quality(DWQ)of tha transfer of ownership of an Animal Waste Management Facility. This form must be submitted
to DWQ no later than 60 days following the transfer of ownership.
General information:
Dame of Farm: Austin Farms#1&#2 Facility No: 31-672
Previous Owner(s)Name:_ Dewey Stallings(Deceased) Phone No: [phone]
New Owner(s)Name: Mar aret"Peggy"Stallings Phone No: 910 285 3896
!Mailing Address: PO Box 144 Wallace.NC 2828466
Ferny Location: Latituc a and Longitude: 34°50'51"N 1.77156.10"W County: Du lin
Please attach a copy of a county road map with location identified and describe below(Be specific: road names,directions,
milepost,etc.): 2195 S.NC I I i HM Rose Hill NC 28458
Operation Description:
"!Vpe of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No.of.animals
(7 Wean to Feeder 0 Layer D Dairy
®Feeder to Finish 7344 D Pullets D Beef
❑Farrow to Wean
0 Farrow to Feeder
❑Farrow to Finish Other Type of Livestock: Number of lI nimals:
❑Gilts
O Boars
Acreage Available for Application: 99.28 Required Acreage: 96.50
Number of Lagoons/Storage Ponds:2 Total Capacity:, 1 592.136 Cubic Feet(ft3)
41
Owner/Manager Agreement
I (we)verify that all the above information is correct and will be updated upon changing. 1(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP) for the farm named above
and will implement these procedures. i (we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage:system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from the application of animal waste. i (we)understand that this facility may he
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the require)permit to the new land owner.
Name of Previous Land Owner: Dewey Stallings Deceased
Signature: Date:
Name of New Land Owner: Margaret"Peggy"Stallings
4714
Signature: Date:- /t
Natne of Manager(if efferent from owner):
Signature- Date:_
Please sign and return this form to: N.C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
November 1,2004

Oct 31 14 03: 05p Beth 9102855233 p. 4
Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F.0201
Facility/Farm Name: Austin Farms #1 & #2
Permit#: AWr;310672 Facility ID#: 31 _ 672 County: Duplin
Operator In Charge(OIC)
Name: Margaret Stallings
First Middle Last Jr,Sr.etc'.
Cert Type/Number:_ AWA 18157 Work Phone: ( 910 ) 289 - 1790
Si,nature: � Dare: /D-
04
"I certify that 1 agree to mar designation as the Operator in Charge for the facility noted.t understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator I:i Charge(Back-up OIC) (Optional)
+ ,,A%. 'u ��ILUL
First Aliddle Last A,Sr,etc.
Cert Type!Nu ber:-_� 1 f�. Work Phone: { 10 [`?— 17 -.
Signature: Date: /b -"3l
"I certify that 1 agree to m designation as Back-up Operator in Charge for the facility noted.I understand and wilt abide by the
rules and regulations pertrining to the responsibilities set forth in 15A NCAC 03F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Margaret Stallings
Phone#: (910 ) 289 - 1790 Fax#:
Signature: Date:
(Owner or uut6brized agent) IV
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fay.: 919-733-1338
(Retain a copy of this form for your records)
Revised W'2607

Oct 31 14 03: 04p Beth 9102855233 p. 2
Cbtlee- �p 6 tGO. Wes7? 117r91-12 -Tim P�-N D �o�, 02/4F/4 "
Nutrient Management Plan For Animal Waste Utilization
14-24-2014
This plan has been prepared for: This plan has been developed by:
Austin Farms 41 c& #2 Ronnie G. Kennedy Jr.
1,argaret "Pegg;"Stallings Agriment Services, Inc.
PO Box 144 PO Box 1096
Wallace. JVC 284`66 Beulaville, NC 28518
[phone] 25
eveloper Signature
Type of Plan: Nitrogen Only with anure Only
Owner/Manage-r/Producer Agreement
Y (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Sia ure(cwner) Date
Signature(rianager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
echnical Specialist Signature Date
34t?523 Database Version 4.1 Date Printed: 10-24-2014 Cover Page 1

WASTE IiTILIZATION PLAN
PRODUCER: Austin Farms
LOCATION: PO Box 144
Wallace, NC 28466
TELEPHONE: [phone]
TYPE OPERATION: Feeder- Finish
NUMBER OF ANIMALS: 7344
(Design Capacity)
The waste from your animal facility must be la the
applied 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.
ass so tshouldt aell
analyzed before each application cycle. Annual soil tests are strongly
encouragedplant 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 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 nutrnttoor
crop production and to reduce the potential for pollution, the waste should be applied
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
find information on
tyour wast management facility. Attached you echniques, preparation, l proper sampling
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 W ct Produced Per Year (gallons ft tans,gtc l
7,344 animals X 1J2 (tons)waste/animal/year= 13,954 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
lbs. PAN/animal/year= 16,891 lbs. PAN/year. (PAN from N.C.
7,344 animals X 2,3 Tech
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month
of
n
I
T71835 Ln Bermuda(G)
Per Acre Utilized APP
# N Type 170 29.33 4986.1 March - Sept.
r" T71835 2 Ln Bermuda(G) 170 18.47 3139.9 March - Sept.
T71835 3 Ln Bermuda(G 170 13.42 2281.4 March - Sept.
T71835 4 Ln Bermuda G) 170 38.06 6470.2 March - Se t.
T71835 An Ln
Small Grain 50 '10* 500 Sept- April
* rower must
seed at least
10 acres but ma
seed all if desired
Total 99.28 '17,377.60
*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 realist' yield 59k01aUQJL
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 Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITHwith AGREEMENT OR
LONG
�must attached)ERESE
(Agreement
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract. Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type
Per Acre* Utilized Application
Total
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 99.28 17,378
Table 2 0.00 -
Total 99.28 17,378
Amount of N Produced 16,891
Surplus or Deficit 486
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.
Page 3

WASTE UTILIZATION PLAN ,
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Application Application
Field Soil Type Crop Rae In/Hr Amount In.
No. .5-1.0
1,2,3,4 Ln Bermuda 0.6
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.
Your facility is designed for M days of temporary storage and the temporary storage must
be removed on the average of once every fi MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation '���lagoon design.
f
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
pI ingthe
waste.
Narrative of operation:
Acres shown are'wetted' acres for this facility. Grower may raze all land if desired. If cut for
hay exclusively, grower should use 200 lb. PAN rate.
Page 4

WASTE UTILIZATION PLAN "'' Ty t
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 an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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.
Page 5

WASTE UTILIZATION PLAN
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 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 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 courses 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a 'closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
r human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal 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.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
rk
Page 7

?. WASTE UTILIZATION PLAN �
l WASTE UTILIZATIQN PLAN AGREEMENT
Name of Farm: Austin 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: Dewey Stallings
(Please print) /)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kr dcl A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose ill, NC 458
Signature:
Date: a IYA )
Page 8

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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Austin Farms
County: Duplin
Address: PO Box 144 Date: 2/8/01
Wallace, NC 28466
Telephone: [phone]
Table 1 -Field Specifications
Maximum
Approximate Maximum Application
Maximum Application per Irrigation
Useable Size Rate Cycle
Field of Field (inches Comments
Crop(s)Number acres Soil T e s to r .5-1 Pulls 1-8
29 33
1 Ln <5 Bermuda
<5 Bermuda 0.6 .5-1 Pulls 9-12
2 18.47 Ln 0 6 .5-1 Pulls 13-16
3 13.42 Ln <5 Bermuda
4 38.06 Ln
<5 Bermuda 0.6 .5-1 Pulls 17-27
99.28

Sheet2 `
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3"Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Seed Rate Effective Effective Diameter Diameter Pressure Pressure eel Pattern Comments-Acres Arc Der pull
a P
Hydrant No. ftlmin (in/hr.) !!150
h ft. Length ft feet Inches atrns, 95 220 3.36
F1,H1 2.39 0.56 850 300 1.18 95 180 2.36
100 870 300 1.18 F1,H2 3.99 0.69 95 330 4.61
F1,H3 1.99 0.41 200 870 300 1.18 95 330 5.03
F i,H4 1.99 0.41 200 960 300 1.18 50 95 330 4.19
F1,H5 1.99 0.41 240 630 300 1.18 50
200 970 95 330 5.17
E
300 1.18
F1,H6 1.99 0.41 300 1.18 50 95 220 0.70
F1,H7 2.39 0.56 95 330 3.91
F1,H8 1.99 0.41 280 420 300 1.18 50 95 330 2.80
F2,H9 1.99 0.41 260 240 300 1.18 50 95 220 2.99
F2,H10 2.39 0.56 160 600 300 1.18 50 95 330 4.16
F2,H11 1.99 0.41 180 790 300 1.18 50 95 330 - 6.08
790 300 1.18 50 5.35
F2,H12 1.99 0.41 260 850 300 1.18 50 95 330
F3,H13 1.99 0.41 255 95 220 5.57
F3,H14 2.39 0.56 210 1000 300 1.18 50 95 330 1.25
F3,H15 1.99 0.41 260 120 300 1.18 95 220 1.25
F3,H16 2.39 0.56 210 150 300 1.18 50 95 330 4.53
F4,H17 1.99 0.41 260 530 300 1.18 50 220 95 330 3.93
530 300 1.18 50 3.93
F4,H18 1.99 0.41 95 330
F4,H19 1.99 0.41 220 530 300 1.18 50 95 330 3.93
F4,H2O 1.99 0.41 220 530 300 1.18 50 95 330 3.93
F4,H21 1.99 0.41 220 530 300 1.18 50 95 330 3.93.
F4,H22 1.99 0.41 220 530 300 1.18 50 95 330 3.32
F4,H23 1.99 0.41 220 410 300 1.18 50 95 330 3.52
F4,H24 1.99 0.41 220 450 300 1.18 50 95 330
50
F4,H25 1.99 0.41 220 460 300 1.18 95 330 2.56
F4,H26 1.99 0.41 220 260 300 1.18 50 95 180 0.91
F4,H27 3.99 0.69 110 90 300 1.18 50 95 330 2.44
F2,H28 1.99 0.41 260
180 300 1.18 50

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.18 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 205 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 220 feet
Actual Spacing (%): 73 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.34 in/hr
300 degree arc= 0.41 in/hr
220 degree arc= 0.56 in/hr
180 degree arc= 0.69 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.99 ft/min
220 degree arc= 2.39 ft/min
180 degree arc= 3.99 ft/min
Mainline Velody
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 1

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NWY
rr—DEWEYTALLINGS ' County : DUPLIN Date : 01/25/95
:ante to nearest residence (other than owner) : 1500. 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 330. 0
Inside top width (feet ) ---------------------- 330. 0
Top of dike elevation (feet ) ----------------- 96. 9
Bottom of la000n elevation (feet) ------------ 86. 9
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3. 0 1
Total design volume using prismoidal ' formula
SS/END1 SS/END:_ SS/SIDEi SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 324. 0 324. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
324. 0 324. 0 104976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
270. 0 270. 0 72900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
297. 0 297. 0 352836 (AREA OF MIDSECTION * 4)
o CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
104976. 0 352636. 0 72900. 0 1. 5
Total Designed Volume Available = 79GO68 CU. FT.

r0RORYRAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330. 0 330. 0 108900. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DR 108900. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces R urine production in gal. /day per 135 lb. ALW 1. 37
Volume 495720 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
opk Volume = 905515 gals. or 121058. 2 cubic feet
volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water- used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
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 = 63525. 0 cubic feet

lume of 25 year — 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 6806E. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 63525 cubic feet
5D. 68063 cubic feet
TOTAL 252646 cubic feet
SUMMARY
Temporary storage period====================) 180 days
Rainfall in excess of evaporation===========) 7. 0 inches
E5 year — 24 hoar rainfall==================> 7. 5 inches
Freeboard====_______________________________> 1. 0 feet
Side slopes=================================) 3. 0 : 1
Inside top length___________________________> 330. 0 feet
Inside top width====________________________) 330. 0. feet
Top of dike elevation=======================> 96. 9 feet
Bottom of lagoon elevation==================> 86. 9 feet
Total required volume=======================> 748366 cu. ft.
Actual design volume========================) 79606a cu. ft.
Seasonal high watertable elevation (SHWT)===> 93. k feet
Stop pumping e 1 e v. __________________________) 9.3. 1 feet
Must be > or = to the SHWT elev. ==========) 93. 0 feet
Must be > or = to min. req. treatment el. => 92. 9 feet
.Required minimum treatment volume===========) 495720. cu. ft.
Volume at stop pumping elevation============> 517113 cu. f t.
Start pumping e l e v. _________________________> 95. 1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. — 24 hr. rainfall==> 728006- cu. ft.
Volume at start pumping elevation===========> 71332 5 cu. ft.
Required volume to be pumped================) 184583 cu. ft.
Actual volume planned to be pumped==========> 196212 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
DESIGNED BY: APPROVED By �
DATE: j Z� 9S DATE:
.MOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: _�

r
ILVA=a
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROLINA 28458
[phone]
February 15, 1995
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: Dewey Stallings Site #1 - 3672 Feeder to Finish
Dear Mr. Sugg:
rEnclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 4629 if you have any
questions concerning this package.

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LAGOON SITE SOILS INVESTIGATION
PROJECT: t>gwg v SrHct,NG s 5� ,k/
COUNTY: 17uPc/d
FIELD WVESTIGA-nON BY: Ao�.1
i DATE: ///L 3/9 f
SITE SKETCH
Fl
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r
DR[NG
EPTH WT BORING NUMBER AND PROFILE
CALE -y-
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cy L•K7 S�No QNrr,�.N6
Coo
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?ING/SAMPLING METHOD: Al _ SIGN TURF-

?rat or:DEWEY STALL INGS County : DURLIN Date :
01/ES/95
.ance to nearest residence (other than owner) : 1500, 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. — 0 lbs
0 sows (farrow to feeder) x 5" lbs. — 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment VOILtme (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 4957E0 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet ) -------
Inside to -----------------__p width (feet ) 330. 0
Top of dike elevation (feet) ----------------- 96. 9
Bottom of lagoon elevation (feet) ------------ 86, 19
Freeboard (feet)----------------------------- 1. 0
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDES LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 3`4. 0 324. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
324. 0 324. 0 104976 (AREA OF TOR)
AREA OF BOTTOM
LENGTH * WIDTH =
270. 0 270. 0 7E900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
297. 0 297. 0 3 58836 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOE' + (4•*AREA MIDSECTION) + AREA BOTTOM] * DEFIT11/6
104976. 0 352836. 0 72900. 0 1. 5
Total Designed Volume Available = 796,068 CU. FT.

(,"EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330. 0 330. 0 108900. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 108900. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & .trine proauct ion in gal. /day per 135 lb. ALW 1. 37
Volume = 495720 lbs. ALW;13S lbs. ALW 1. 37 gal/cjay 180 days
Volume = 905515 gals. or 121058. 2 Cubic feet
r, "olume of wash water
This is the amount of fresh water- used for washing floors or volume
of fresh water used for a flush system. Flesh systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
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 = 635525. 0 cubic feet

Volume of 25 year — 24 hour storm
Volume = 7. 5 inches / 12 inches per foot DA
Volume = 68062. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A• 1;'_1058 cubic feet
5B. 0 cubic feet
5C• 63525 cubic feet
5D• 68063 c* ubic feet
TOTAL 252646 cubic feet
SUMM:;RY
Temporary storage period====================) 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
5 year — 24 hour rainfall==================) 7, 5 inches
Freeboard=====------------------------------) . 4� feet
Side slopes=====================--==---=--==> 10.3. 0 1
Inside top tength==_____________________ __> 330. 0 feet
Inside top width_________________________—_—__> 330. 0 feet
Top of dike elevation=======================> 96, 9 feet
Bottom of lagoon elevation==================> 86. 9 feet
Total required volume=======================> 748366 cu. ft.
Actual design v o l u m e========================> 79 6 06 e cu. f t.
Seasonal high watertable elevation (SHWT)===> 93. 0 feet
Stop pumping 9 3. 1 feet -�
Must be > or = to the SHWT elev. ====--====> 93, ti feet
Must be > or = to min. req. treatment el. => 9'. 9 feet
Required minimum treatment volume===========> 495720 cLt. ft.
Volume at stop pumping elevation============) 51711 3 cu. ft.
Start pumping elev. ________________________
-- _> 95. 1 feet
Must be at bottom of freeboard & E5 yr. rainfall
Actual volume less 25 yr. — 24 hr. rainfall==> 72800E. cu. ft.
Volume at start Pumping elevation===========> 713325 cu. ft.
Required volume to be pumped================) 184568,::, cLt. ft. �
Actual volume planned to be p1Amped==========> 196218 c►A. ft.
Min. thickness of soil liner when regIAirred==> 1. 5 feet
DESIGNED BY: .bprow. ��� APPROVED EY �
DATE: / 2-f c/s DATE: li�l a/g
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE FLAN SHEET 1 OF E
• -------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
laid 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 (`) excess rainfall after evaporation. Also
included is storage for the 25 year - 224 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
weat.ner, soils, crop, and equipment in order-- to apply waste without
runcff or leaching.
Land application of waste water is recognized as an acceptable
r"etaod of disposal. Methods of application include solid set,
,-enter 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. t is strongly recommended that the treatment lagoon be pre—
charged to 1/2 its capacity to prevent excessive odors during
star-;—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 waiver 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 app1. ictlt ion.
Begin temporary storage pump—out of the lagoon when fluid level
rea=hes the elevation 95. 1 as marked by permanent marker. stop pump—
out when the fluid level reaches elevation 93. 1 . This temporary
storage, less 25 yr— 24 hr storm, contains 18458._3 cubic feet or.
1380682 gallons.

SHEET 2 OF
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 2-5 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pI_tmp 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
Env r•onment, Health, and Natural Resources, Division of Envir-on—
men4al Management, has the responsibility for enforcing this law.

SHEET 1 OF
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. Earthfi11 material shall
be free of material such as sod, roots, frozen soil, stones over,
6 inc'ies 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
egl_;ip-ment 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
(,""_1ECT:0N OF THIS SPECIFICATION. The embankment of the lagoon shall tJe
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include S 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.
LINE_ —
THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
-------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL_ IS
ENCOLUITERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS It\:CLUDED 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 backfil. l.ed
as specified to grade with a SCS approved material ( ie -- CL, SC, CH) .
REFER, TO THE SOILS INVESTIGATION INFORMATION IN THE FLANS FOR S�,EC I AL
CONSIDERATIONS.

SHEET 2 OF E
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 Morrow 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 DE98 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner,.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller, is the prefe-t able type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using sone type of energy dissipator (r acks:
or using flexible ol.:t lets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite seaJ.iant.
When these are specified, additional construction specifications ar-rs
ncluded with this Construction Specification.
CI.JTOFF TRENCH:
--------------
A cutoff trench sha" be constructed under the embankment area when
srown on a typical cross section in the plans. The final depth of i;*i-)E
clAtOff trench shall be determined by observation of the foundation
materials.
VEGETATION:
^i11 exposed embankment and other, bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after constru- —
tion according to the seeding specifications. Topsoil should be placed
or-, areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of seat 011
dtat es for seeding. Permanent vegetation should be established as cr107"i
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
f 10 feet beyond the outside toe cif ;lope of the dike. The the
r•ench shall be backf i l led and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
-----------------------
AREA TO BE SEEDED: 4. 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LB S. FESCUE GRASS AT BO LD S. /ACRE
(PEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER CO
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LRS. /ACRE (NURSERY FOR FESCUE)
-270. 0 LRS. ' PENSACOLA' BAHIA GRASS AT 60 LDS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
36. 0 LRS. HULLED COMMON BERMUDA GRASS AT 8 LRS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LRS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: J.-:iNUARY I Ti i ll1ARi H. 30
180. 0 LESS. RYE CRASS AT 40 LRS. /ACRE (TEMPORARY VE GETq-!ONN
SEEDING DATES: DECEMBER 1 T1 MARCH 30
LR S.
APPLY THE FOLLOWING:
4500. 0 LRS. OF 10-10-10 FERTILIZER ( 1000 LRS. /ACRE)
9. 0 TONS OF DOLOMITIC LIME (C TONS/ACRE)
450. 0 DALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE_ DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. _HAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 I Ni H
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIFACKER'
OR SIMILAR EQUIPMENT. APPLY t{'tI-'LCH AND SECURE WITH A MULCF
ANCHORING TOOL OR NETTING.
1. PENSACOLA E?AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMIC'N
BERMUDA GRASS. WHEN USING BAH I A, IT IS RECOMMENDED TFPT
LESS. /ACRE OF COMMON RERMUCA BE INCLUDED TO PROVIDE CCU ER
UNTIL BAH [AGRASS IS ESTABLISHED.

ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the reverse side of this
form.
Name of farm(Please print): Austin Farm#1
Address: P.O.Box 144 Wallace NC 28466
Phone No.: County. Duplin
Farm location: Latitude and Longitude:34° 50' 51"/ 77° 56 1U"(required). Also,please attach a copy of a county road
map with location identified. Type of operation(swine,layer,dairy,etc.). Swine
Design capacity(number of animals): 3672 Feeder to Finish
Average size of operation(12 month population avg.): 3672
Average acreage needed for land application of waste(acres): 50
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6F.0005,1 certify that the new or expanded animal waste management system as installed for the farm named
above has an animal waste management plan that meets the design, construction, operation and maintenance standards
and specifications of the Division of Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation pursuant to 15A NCAC 2H .0217 and 15A NCAC 6F.0001-.0005. The following
elements and their corresponding minimum criteria have been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations(buffers); liners or equivalent for lagoons or waste storage
ponds;waste storage capacity;adequate quantity and amount of land for waste utilization(or use of third party); access or
ownership of proper waste application equipment; schedule for timing of applications; application rates: loading rates; and
the control of the discharge of pollutants from stomwrater runoff events less severe than the 25-year,24-hour storm.
Name of Technical Specialist(Please print): M. Kevin Weston
Affiliation: Murphy Family Farms. Inc
Address(Agency): P.O.Box 759 Rose Hill, NC 28458 Phone No.[phone]
Signature: �7 �,.�.,:. Date: 6 Z� �
If
Owner/Manager Agreement
I(we)understand the operation and maintenance procedures established in the approved animal waste management plan
for the farm named above and will implement these procedures. I(we)know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to
be submitted to the Division of Environmental Management before the new animals are stocked. I (we)also understand
that there must be no discharge of animal waste from this system to surface waters of the state either through a man-
made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan
will be filed at the farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner(Please P 'nt7 Dewe)j!Stallin s
Signature:
Name of Manager,if different from owner Please Print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be
submitted to the Division of Environmental Management within 60 days of a title transfer.
OEM USE ONLY. ACNEW#

State of North Caroiinc
Department of
Environment,
Health aid Natural Resources
Division of Environmentoi Management 4
James 8. Hunt,Jr,,Governor
Jonathan B. Howes. Secretary
A. Preston Howard.Jr.. P.E.. Director
�ERTIFI ATION R
R EXPA-Nn 'D ANTMAL FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIM.4I, WASTE
NEW OR EXPANDED At'1IMAL WASTE MANAGFI�NT SYSTEMS SMMAC�NT PLANS FOR
REOUTR FEEDLOTS
O
In order to be deemed
(DQj) , the owner of Penaitted by the Division of Environmental Management
y new or eXpanded animal waste management system
constructed after Janus 1. 1994 which is designed to serve greater than or
equal to the animal
Populations listed below is
certification form to DEN e s required to submit a signed
exem the new animals are stocked on the farm.
Pasture operations are
. PC from the requirement to be certified.
100 head of cattle
7S hornee
250 awiae - -
1,000 sheep
30,000 birds with a liquid waste Bystea
The certification must be signed by the owner of the feedlot
different fromtech
the owner) and by any (and manager if
and Water Conservation Commission nical specialist designated by the Soil
b Pursuant to 15A NCAC 6F .0001-.0005. A
technical specialist must verify
design and construction standards and Specifications arete nmet a all talapplicable
and
that all applicable operation and maintenance s t as installed and
be met. standards and specifications can
Although the actual number of animals at the facility may vary f
rom the design capacity of the waste handling system should be used to time m time,
a farm is subject to the certification requirement.
determine if
system for a feedlot is designed to hand1ee300 hogs but rthe avers of ahu Population
waste
will be 200 hogs, then the waste management system re g i P ion.
quires a certification.
This certification is required y regulations governing animal waste management
systems adopted by the Environmental Mara ems
1992 (Title 15A NCAC 2H .0217) . g nt Commission (F�iC) on December 10,
CZRTTFTr�ATTn1�*
POAK
On the reverse side of this Page is
h _
whic
submitted to DEM before new an als are stocked d certification
athenfarm Ass s h must be
tance in
completing the form can be obtained from one of the local agricultural
such as the soil and water conservation district, the USDA-Soil Conservation
Service, or the N.C. Cooperative Excens ion Service. The form shou 1.! be sent to:
Department of Environment. Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, N.C. 27626-OS35
Phone: [phone]
Steve W. Tedder, Chief
Water Quality Section
o rm 10: AC14Ew019 4
Date:
P.O. Box 29:35.Rdeigh.North Cc-folina 2762&-r4,?5 Tolophono 919-113-701 0 Ft X 9 11, 7?
An F.,jr71 Ooorrtt;nrt A fflrn -�/ r7Tri.� A� f.. ,...

/ os
r:DEWEY STALLINGS Z County: DUPLIN Date: 01/25/95
ance to nearest residence (other .than owner) : 1500. 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. — 0 lbs
367E head (finishing only) x 135 lbs. — 4957E0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)-------------------=— c30. 0
` Inside top width (feet)----------- 330. 0
Top of dike elevation (feet)----------------- 98. 7
Bottom of lagoon elevation (feet)------------ 88. 7
Freeboard (feet) ------------------------------ 1. 0
Side slopes (inside lagoon)------------------ 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 3E4. 0 %J 0 9. 0
AREA OF TOFF
LENGTH * WIDTH =
324. 0 324. 0 104976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
270. 0 270. 0 7E900 (AREA OF BOTTOM)
AREA OF MIDSECTION _
LENGTH * WIDTH * 4
297. 0 297. 0 355836 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
104976. 0 352836. 0 72900. 0 1. 5
Total Designed Volume Available = 796068 CU. FT.

RARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330. 0 330. 0 108900. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 108900. 0 square feet
Design temporary storage period to be 180 days•
lume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. U37
;volume = 495720 lbs. ALW/135 ' bs. ALW * 1. 37 gal/day 180 days
Volume = 905515 gals. or 121058. 2 cubic feet
..'aduze of wash water
This is the amount of fresh water used for washing floors or volum-e
of fresh water used for a flush system. Flush systems that recirc�_�late
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day # 180 days storage/7. 49 gallons
per GF
Volume = 0. 0 cubic feet
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 inches per foot
Volume = 63525. 0 cubic feet

F,,oef a5 year — 24 hour storm
me = 7. 5 inches / la inches per foot DA
Volume = 68062. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 121058 cubic feet
SB. 0 cubic feet
5C. 63525 cubic feet
SD. 68063 cubic feet
TOTAL 252646 cubic feet
iUMMARY
Temporary storage period____________________) 180 days
Rainfall in excess of evaporation=====____--
--) 7. 0 inches
25 year — 24 hour rainfall==----------------> 1. 0 feet
es
Fr•eeboar-d____________________ _________) 3. � 1
Side slopes______________________________
2' feet
Inside top length__________________ 30. 0 feet
Inside top width__________________ 30. feet
.op of dike elevation_____________________
Bottom of lagoon elevation____________ __) 748366 cu. ft .
Total required vole_ime=====------------------) 796068 cu. ft.
Actual design volume______________________
Seasonal high watertable elevation (SHWT)===) 93. c feet
Stop pumping elev. __________________________> 94. 9 feet
Must be > or = to the SHWT elev. ====______> 93. 0 fe_P
Must be > or = to min. req. treatment el. =) 94. 7 feet
Required minimum treatment volume=====______> 495720 cu. ft.
Volume at stoppumping elevation=====______=> 517113 cu. ft.
P- P 9 >F
--__) 96. 9 feet
Start pumping elev. ________________ __
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 728006 c_t. ft.
Volume at start pumping elevation=====______) 713325 cu. ft.
Required volume to be pumped________________> 184583 cu. ft.
A ) 196a1c cu. ft.
Actual volume planned to be p�_�mped=====_____
Min. thickness of soil liner-
Miner• when required{== 1. 5 feet
DESIGNED BY: �✓�scG t-�^�"" APPROVED BY1 -"
DATE: //Z�/ifs DATE:DDDz,/,v/qy
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

POST OFFICE BOX 759 ` R�OS28�HILL,NORTH CAROUNA 28458
February 13 , 1995
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: Dewey Stallings Site #2 - 3672 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
/► in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications far :•agoon _
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 4629 if you have any
questions concerning this package.

1 ' �
URPH
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROUNA 28458
[phone]
Sincerely:
�..c-sit+
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Dewey Stallings, complete package)
Tony Robinson, Murphy Farms Construction Dept. (site plan
only)
Dave Roland, Murhphy Farms Transporation Dept. (site plan
only)

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. . LAGOON SITE SOILS. INVESTIGATION
PROJECT: "t>r- SrALL- COUNTY:
FIELD INVESTIGATION BY: 1(o r' DATE:
SITE SKETCH
. J`
BORING
DEPTH WT BORING NUMBER.AND PROFILE
SCALE I '
D= ,S N / ��E R�r i9.• 0 . .. � / s ® .rE Gt.� f.9 sA,.
.� ' �' y �jiLACC ,4•u•+ l7/1r+0 � '• � , ��, * /.Skf �x l`A•uA 1,q...o(-
LL �
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p_ �, � cJH,�� �•Dr A✓ �
7 fil 1
• 1,� — !i i•� 3c�cG la�� - e �o
BORING!SAMPLING METHOD: �� 0AU1066 SIGNATURE: '

r
1 �
i .
l..x�
�i9�� ��NNinJG ir' [f? ����
: ..
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w-:.. .
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�:�.�,

rator:DEWEY STALLING S Z Co,Jnt v : DUPLIN
Date : +Z►1/25/9
istance to nearest residence (other, than a��r:er)
1�4n4?. 0 fee t
AVERAGF LIVE WEIGHT (ALW) _ 0 lbs
0 sows (farrow to finish) x j.417 lbs. _ 0 lbs
to feeder) x J"-' J.
sows (farrow J., S lbs. -- 4957`�C+ lbs
3672' head (finishing only) x _ k� lbs
0 sows (far x 433 lbs.row to wean) .3 lbs = 0 lbs
.
0 head (wean to feeder) x . 0
D e s c_r i b e other --..--
- 4907E0 lbs
Total Average Live Weight =
MINIMUM REQU I RED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs- ALW x Treatment Volumes(F)/ b. LW
A A
Treatment Vol�_�me (CF) /ib. ALW w
volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
rF TOTAL_ DESIGNED VOLUME
Inside top length (feet) -_-•_--_--_-- - �
width (feet ; ---__.�__-_-__.- 330• �
Inside top 98. 7
Top of dike elevation (feet) ------------------ 88. 7
Bottom of lagoon elevation 1. 0
-
Freeboard (feet) _ ______-_----- 3. 0 : 1
Side slopes ( inside Total design design volume using pri.smoidal formula
SS/END1 SS/ENDS SS SS/SIDES LENGTH ,WIDTH DEPTH
3. 0 324. 0
AREA OF TOP
LENGTH * WIDTH =
324. 0 324. 0 104976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
7�:900 (AREA OF BOTTOM)
�70. 0 '70. 0
AREA OF MIDSECTION
LENGTH * WIDTH * 4 c 35_ 4)
297. 0 297. 0
(MIN ��� 8�•� {AREA OF MIDSECTION
# DEPTH/6
CU. FT. = [AREA TOP �- (4*AREA MIDSECI"ION) a- AREA BOTTOM]7EgQt0. 0 )..
104976. 0 352836. 0
Total Designed Volume Available = 796068 CU. FT-

r,- TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike) .
Length # Width =
330. 0 330. 0 108900. 0 square feet
Buildings (roof and lot water,)
0. 0 square feet Describe this area.
TOTAL_ DA 108900. 0 square feet
Design temporary storage period to be
180 days.
;A, uo1ume of wrists produced
Feces R urine production in gal. /day per 135 lb. ALW 1. 37
�'s�l�_t�ne = 4957`� lbs. ALW/135 lbs. ALW 1. 3.7 gal/day 180 days
Volume = 905515 gals. or cubic feet
Volume of wash wat er
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.
i80 days t-.tor��3�i�7. �8 gallons
0. gal lops/day 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 = 635215. 0 cubic feet

ear, - E4 hour storm
�. Volume of 25 y
Volume = 7. 5 inches / 1 - inches per foot DA
Volume = 6.qQ��C- 'i cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. O cubic feet
5C. 63525 cubic fee
5D. 68063 cubic feet
TOTAL 252646 cubic feet
SUMMARY
Temporary storage per-iod=====___==___'_____=, 180 days
Rainfall in Excess of evaporat ion===========> 7. Qi inches
r E4 hour- rainfall=-._-===============> 7.�ins
`� year --
Freeboard==--=___•__________________�_�__-_-__> 3. 0 i.
Side feet
:Inside top 1E�t7gth=--=-------__---=------__-_- -_.:_>
Inside top width=======�=____=__- -:> �.:;�O. o feet
:)8. 7 feet
Top of dike e i e v at i o n=____•==::==-_==_ =_=>
_ _> 88. 7 feet
Bottom of 1Gcyaon e 1 evat i on====-_-_-_-__--___ ---____�. 7
4B36G Cu. ft.
Total required vol'Ame====------•_-__--__-_- ---;
- __--_ -----_> 796068 c�_�. ft. �
Actual design v o l 1_�m e============== ===== feet
Seasonal high watertable elevation (SHWT) =-_> 93
Stop pumping e l e v. _-__-_-__---__-_--_ __----> 94. 9 feet
M; st be
r - �-��-the SH��Jr 9 C, 0 feet
Must be > or- = to min. r-eq. treatment el. => ^94_Ir feet
Required minimum treatment volume===========> 5171 --6 oU. ft.
Volume at stop pumping elevation============> 51711� cat. ft.
St art pumping e i e v =__--_---_--___---__-- --___> 96. 9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 728006 Cu. ft.
Volume at start pumping elevation===========> 713325 cu. ft-
Required volume to be pumped================> 184583 cu. ft. �
Actual volume planned to be pumped==========> 19621E cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
I , S
7. DESIGNED 0,4- E&4e;v APPROVED BY
-14A
oO
DATE: / /Z� �f� DATE
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:

OIDERAT I ON AND MAINTENANCE PLAN SHEET 1 OF :-
This lagoon is designed for- waste treatment- (permanent storage) and
180 days of temporary storage. The time required for the planned
(111111��Ifluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amoi-int
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1 ) waste from animals and (`) excess rainfall after evaporation. Also
included is storage for the 25 year -- 2_4 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 d:tsposal. 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. is strongly recommended that the treatment lagoon be pre—
charged to 1/2' its capacity to prevent excessive odors during
start—up. pyre--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 96. 9 as marked by permanent marker. Stop pump—
out when the fluid level reaches elevation 94. 9 . This temporary
storage, less 25 yr-- 24 hr storm, contains 184583 cubic feet or
1380E8 ' gallons.

SHEE.1 OF E
4. The recommended maximI_tm amount to apply per, irrigation is
one ( 1 ) inch and the recommended maximt_tm appl icat ion rate i.s 0.
inch per- hoer,. Refer to the waste utilisation plan for, further- details.
'. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annI_tal l y. Vegetat i OT-i 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. Sleep 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 E00 feet of a
residence or within 100 feet of a well. Waste shall be applied iri 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 Enviror.--
mental Management, has the responsibility for enforcing this law.

S�IEET 1 CiF c_
SPECIFICATIONSFORCONSTRUCTIONOFWASTE— _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-
objectionable inches in diameter, and other objectionable material. To the extent
The fill
they are suitable, excavated materials can be used as 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 ender the
Jurisdiction of the NC
5:•1'a;:� Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
f 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 backf i 11 ed
as specified to grade with a SCS approved mt�N1al THE(PLANSCFORCSPECIAL
REFER TO THE SOILS INVESTIGATION INFORMATION
CONSIDERATIONS.

SHEET E OF
Soil liner material shall come from an approved borrow area. Tree
minimum water content of the liner material shall be Optimum
is moisture
content which relates to that moisture content when the soil
ball which does not readily separate. Water
in the hand it will for-m a
shall be added to borrow as necessary to insure proper- moist�ur-e content
during placement of the liner. The moisture -con content
of t e l inerplac ent.
material shall not be less than optimum water co
The maximum water content relates to the soil material being too wet
for efficient rise of hauling equipment and proper compaction. Proper-
compaction of the liner includes placement in 9 inch lifts
ifts698 DandUnit
compacted to at least 90 percent of the maximfum Ach
Weight of the liner material. When smooth or hard, the previous lift
shall be sca•r-i•ried 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 rolAt ing 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 outletks)
pipes. This can be done by using some type of energy P
or Busing flexible outlets on waste pipes.
Altz•r-nat fives t o so i ;. ;. iners are synthetic liners and bentonit e sealant.
%When these are specified, add.*L*-,- .ol construction specif iCc%i ions are
: :ia
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constt-lucted under the embankment area when
- the plays. The final depth of the
shown any a. ty��icc.l c•r-os5 Section fir, .
cutoff trench shall be determined by observation of the foundation
materials. •
VEGETATION:
All exposed embankment and other bare constructed areas shall
lcobe seeded
to the planned type of vegetation as soon as possible
after rc—
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 tot minimum
of 10 feet beyond the outside toe of slope of the
dike.
material such as
ile
trench shall be backfilled and compacted w good
SC, CL, or CH.

SEEDING SPI C 11"=I CAT IONS
AREA 1-0 DE SEEDED: 4. 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
Q— 0 LBS. FESCUE GRASS AT EO LBS./ACRE
(PEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVE MBER C.4
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
270. 0 LBS. ' PENSACOLA' BAHIA GRASS AT hid LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
6. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APR I L 1 TO J'ULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 350
180. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING
4500. 0 LBS. OF i.0--10--].0 FERTILIZER ( 1000 LBS./ACRE)
9. 0 TONS OF DOLOMITIC LIME (E TONS/ACRE)
- 4 0. 0 BAI.F5 OF '_'MALL_ 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 RAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

State of North Carolina
Department of Environment, AL
Health and Natural Resources 4 • o
Division of Environmental Management
James B. Hunt,Jr., Governor
Jonathan B. Howes,Secretary ® �
A. Preston Howard,Jr., P.E., Director
ADDENDUM
CONDITIONS ANDIOR EXCEPTIONS TO CERTIFICATION
- - r--- Austin Farm #2
Address: P• O. Box 144 Wallace, NC 28466 County: rnnml in
Name of Land Owner (print): WeY Sta ings
Signature (Land Owner): A4 ezz
Name of Technical Specialist Ce ' a (print): M. Kevin Weston
Signature (Technical Specialist'): G��
Date:
All statemCais below that are road' ll:.d by a technical specialist apply to the att-coed cerrificadon:
The irricratio:: system has not been installed or evaluated concerning nozzle size, spray pattern,
d Y g P Y
spacing, pipe ci7�, "rr Tr ;c ray ��LY►-,c:jijjty of the producer to Qht?.iI't and oDerat, the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutli,w ui,,,irs duruzg opc�aLd0a aliu is applie� ::. t-, -�� .—
"r-
By z 2 d� (month/day/year) the producer should have an irrigation' specialist, possibly
the dealer where the systern was purr-based, prepare meration at!d maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non-discharge requirements.
The waste management plan Lfor this operation is based on yields higher than what is now
recommended by MRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
OKeN All of the permanent vegetation required by the waste management plan has not been
established as of the date of this certification. The producer agrees to establish the
vegetation by z z 8 9 (mondvday/year), and to provide a temporary small grain crop in
case some pumping is required prior to the establishment of the permanent vegetation.
The landowner is responsible for notifying DEM in writing that the stated work that has a compliance
date has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
revised: 6-15-95
certaddn.doc
P.O.Box 29535.Raleigh.North CcrcGna 27626-0535 Telephone [phone] FAX [phone]
An Eaucl O000rfunity Affvmoiive Action Employer 50%recvcled/ I o%post-consumer paper

NURPHY
F AM I L Y F A R M S
August 18, 1995
Mr. Dewey Stallings
P. O. Box 144
Wallace,NC 28466
RE: Swine Farm Certification
Dear Mr. Stallings:
Enclosed for your records is a copy of the final certification for your swine farm along
with a copy of your waste utilization plan. Please be aware that you muct keep a copy
of this certification and the waste utilization plan at the farm site.
Your farm is subject to inspection by the Division of Environmental Management at
any time. Failure to have this information at the farm site or failure to follow the waste
utilization plan puts you in violation of the State of North Carolina Non-Discharge
Regulations (I5A-NCAC-2H,Section .0200,Subsection .0217) and makes you subject
to a Notice of Violation or fine from the Division of Environmental Management.
If you have any questions regarding this certification, please call me at
[phone] ext. 4629.
Sincerely:
,h/ 7,Z�
M. Kevin Weston
Engineering Technician
cc: Kim Patram,Murphy Family Farms Construction Department
Duplin Soil and Water Conservation
Post Office Box 759, Rose Hill,North Carolina 28458,[phone], FAX[phone]

` URPHY
F A M I L Y F A R M S
August 18, 1995
Department of Environment,Health and Natural Resources
Division of Environmental Management
Water Quality Section,Planning Branch
P. O. Box 29535
Raliegh,NC 27626-0535
Attn: Mr. Steve Tedder,Chief
RE: Austin Farm#2 - Swine Facility Certification
Duplin County,NC
Dear Mr.Tedder.
Enclosed is the certification form for the above referenced swine farm. By this letter,the Owner
certifies that the following crops will be I njed or sprigged within 180 days of the stocking
date of the farm. Stocking Date: 8z 9s
Barley ✓Rye
✓Bermuda Grass (Graze/Haa !Pasture) _Small Grain (Graze/Hay)
_Corn (Grain/Silage) _Sorghum
_Cotton _Wheat
_Fescue (Graze/Hay/Pasture) _Oats
—Other(Explain)
The lagoon effluent will be applied to the crops listed above by
_Center Pivot Irrigation (Installed/Not Installed)
So id Set Irrigation (Installed/Not Installed)
raveling Gun/Reel Irrigation (Owned/Not Owned)
Third Party Applicator
_Other (Explain)
Name of Technical Specialist: M. Kevin Weston
Signature: Date: el 5�9�
Name of Lan ner. Dewpy S Ili s
Signature Date:
cc: Dewey Stalling
Kim Patram,Murphy Family Farms Construction Department
Post Office Box 759, Rose Hill,North Carolina 28458,[phone],FAX[phone]

✓yn w Ilw _ � <.i W Q
WARSAW _Lrit f)t t U 'rU""0. .� Vr,
-•�,�, � - =. r` � Izt 'r run
_ ` ue o+ `+ 4� • r a
✓ 4 i un
wt`i' a o-.✓ � iu)u)uvuE .�•• / 'J,♦ I+x
• W 4 �� ac .`� m. � Irw•a ,w
_ aY teu to y �
_, � aua t w �i •�,�_ 3
ua as � ,'� '' >m ` •'
.y I
V LY y atl �) Y
2 uOSTY m Ial r�
1.1 • � , WI V
as Ita 11 >' �" EJiY
% _ r �. LL , roY rY i rYl r.r b. Grw',rruf
,
w ua a
/ wn.. eta > • ,
j ♦ �yy L r vt. - . dr J U
_ a...:a <, C ua / � la= Ica > ♦'1 �`
" r Itu - tua DI] an
w tt
ua ` - t, tat ua 4 1 tou 'cm
ANGOLA BAY
'�. "': �.- •p r'♦`:. as GAME LAND
as
µ P E N D E R °<t
50

01
System Calibration
Infor n.jction presented in manufacturer's
conditions with relatively new equipmentchDisc.tia based on average
change V e rates and a 9-• operation
over time 2s equipment gets older and com onents wear.ppl'ca=ion rates
pump ►veer tends to reduce o
nozzle we:.r results in an i perating pressure and flow. Wit co ti Feri use, ,
increase in the nozzle opening which will rin�U pse he
discharge rate while decreasing the wetted diameter.
You should be aware that operating the s stem
design, will altar the application rate, diameter o;di--
-a than assumed in the
application uniformity. For example, operating coverage, and subsequent) the
results in smaller droplets, greater p ating the system with excessive pressure
resultsprinkler no-�! potential for drif, and accelerates we,.zz e• Clogging of nozzles can result in pressure increase. �r °i the
intakes or cr ystallization of mainlines wiI1 reduce 2Se� Plugged
below design pressure greStly reduces the cover ope."�n9 pressure. a��r--
r
uni;or,;;;7y. age diameter and application
For the abov= reason, you s►^ould calibres
ensurE grope- appiication ,� .^tz Your epc.►ip,mert on
rates ar► u a rep u,c. ;. is to
thIre e v==-s :s re^ ni-ormi Ly. Calib,a- -
r- ..omm _d. Caii - :;o►► az lease or►�„ :�ev
s . tc oration inv =s
colle ;...`'C;;�, in the area.= A� olv,. cGltectine and ► a-• ,_,:, ••o�v
c�Oil -Z O- e y rl .
:::^� - of n sL
co►stainers c•- �=. , -
the - apAiication raze. ter, -wee
.. a g, , � .... ,. c..s work bps-
v�itnou, r ,,�-..E�� ,. �cLa:e.. s,.�le from whic. to � ;�. _. or ., � ...,..� se
a ;. �o per,"orm ad '1 rcc�, �n� appliCatio►1 a:�►Ount
:Jars, ditio►►�1 calculations. l:•-'
or ► -i-ir�►c with a - .owev�r,
he ficui,, c,:i:
unircrm opening and cross-sp... ^Pans, p;ast:c b=k=ts,
e..�ion can be us - ed
......,d c�n be a _ id
--sNy transferred to a scaled cor<--' a" ^„v ..,.
or
V
For s^'ilklers CClla� _..,•
t,hrouc1-0! - 'B"Zior► conzalners shoulc b� i �-
ed V �.._ ap ice- area - • oc�� .� randcr• ,
several _ '
guns, sp-;nkle s;ould`bE �rvy distances c►-;, sprinklers -r'- r•
loc�t� Fc "ve.cno
o►• pull. �;.- o;,� co!lectio d Tong a transect perpendicular to •'
• n container a- .. the d: -.Zion
sides of -'-� c;;n car. s 20 ►e„� ac�r along the - -
You should compute the averaceVa t,ansec� on b
nonunifor+�;ity cf •ham
" � appli�;.tion. On a windless da ppl'cation rate ;o,• a!!
Of more -"-- _ .
����,'� --C percent Is causz for concern. Y. variation be;we�n co;t:.iners
dealer or to::i,'li.^.al s You should Contact your ir-ication
pecialist for assistance.
'Repfint a C' Cer.::;ca;ion Training for PPeraaor:s of Anima/ V/as.a /'i'ana
•

OPERATION & ?YLA r' N.2N'CE PLAN
Propel-I-:r0o.•1 liquid r.anace:nelt Should be a ye�r-round .
impor��nt to r.,nage e i poor ty. It is espe,�:aIIy
I level so tl"=' you do not have problems during extended rain and
wet pe.-iocs. y
Nfaxirnt= sco age capacity should be available in the
Loon for periods when 6e
re:viving fop is dormant (suc:1 as wintertime for be.L l�•ludac----
e:t=d= 1�.nv soett a 9: LSs) or when there are
_ �s suLn as th,. �c�nd...storm � a
• s- son in the his m
.that at the ;: sig*zs or plant -summertime. T erns
�T o_ow�1 in the later winter/ � accorcun to
a farm ` ste IZ Q • y spring iri�adon
�Ze:nent plan should be done whe,-eve; e
X=cive lagoon Iic d. This will make to land is dry enough to
• � .. s•Lorage space availanle, in the lagoon for future wet
Pao _ Li t~e lGte o,r -
surnme./,,,,.jy 1��1 the I2�oon should be Pumped down to the low
marke.� sw �.� �_ � t z � '
t •
- 1 to allow for winter storage- Every e:Tort should be made
pair. tie lagoon close to tine m�-urum lieuud I..ve. as loner to
Utilization plan will A t as the weather and w�
allow It. .
Waiting =L the lagoon has ra•=c-,4
• iu maximum storage capaci
u gat~ eves not Io••vo tv before s r�7 to
.�: el room for sto:� ex r_
Over-2ow = c..ss w-ter durin p Deb
:o^ t+�e I Qoon for .•�.nd„d we, ads
a ary r.:sOn except 2 2J-y � A_. + ..
J1.Ca�. 1GW G,•'jC $u'iwt 10T"h Deiali�aC�»oi. ems`, �" ;lOui St0 it i$ a Violti-:0II Oi
y T • 0 •Ow w
of a .. .1�olves tie �o Tow�zZ:
.. Gaw of a V„ r,wv Wve. :ci. tnp d-= -.
+�+ ...
da
o:cor:::..c:+ U,*--,,: amass a:� the mo co:- ��.{{ )p �...�..
/-•-. • -- �.. .1 1..r�...r.�r T•1
• .- .-� -:._o.. s::oule be :e-=y.�eV .
•
a tizgo:ous S;�ld. �o
a T"ne a:-nount or le-.�: cnD.led Should be
�as•d or, a SOLS tes:, our;-, ZaZe evei: t:at it is :10c t0 OQ''"
SO-,IS s oo �?y' ,e lagoon e—Oar+�ne.1c and sL•ioundil?9, c:atc .
:o=��d „ f.,. :_,,... :�. 800 pouacs per ac_e of i 0-10-10, or w'rt`•�i.a�
r
o:. •. ... :Dc.*lKInen� be oan.._o*e,4 a
done by ro•„d,.;� C, ..,_. T'nis rev ee
sp��ti ,
-Z-, graZ'n=, C:0-0Z)i i�� 0= a Cn7IiDlIIauO:i Oi
1: s sho T"d be done a_ le least once 4. yea:and
DOSJ:61y twice in vela::-,t;a: weathe_ coneiaons : oi-2Dle for
iv
r
NOZs: L Ye7e�ton is cont:ole by sq+� a a • o
the Via, �`�� r.,..oic:c" Must no: be allows to enter
lagoon v.�-�. Suc,Z che.-Zi�s cauld farm the bac:r a in L'Ze lagoon that are t-�.,.:tin�
the waste. a
.
.r✓.r,:ons of the : .:e lagoon should be made d;:.:zC
the lagoon a:':d a: I�.�,t monchl , th., initial �i:iL*l0 of
Y a+-re �=w: maior rzirli�T.I and ste.-a everts. Ite;ns to be
checker sao �id *-C;Lde, as a : ' Tmurn, the follow -i�:
• 'mow Lzlet Pi:�es, Ref►cii.nc Pipes and Overflow pip-..s—look fqr.
• scoamdon or ioi:Its
- Cracks or brei s
a"m �ation o's:-I s or mi-i--ra:s
• overall cond:uon of DID=

L-1-1 oon sur.-ace—Iook for:
I• undesirao vegemcwe
�• foadng or lodged debris
• Embanitment—loolk for:
I. . settlement, c.e-clzing, or "iug" holes
�• side slope s iliry—Slumps or bulgeS
d._n
3• wet or D areas on the back slope
erosion due to lack of vege"t-ation or as a result of wave acdon
�. rodent damage
r�-3azoors may be suoject A
to lin dam a due
� to wave action caused by S ong
1'n= waves can erode the lagoon sidewalk the,-•eb weakening
A rood sad or v,�A t y the lagoon dam.
,..tadon wit reduce the poL"t.�tiz damage caused by wave action. Z
calve acton causesSerious damagt% -.
used to red Lce the wave impacts y a moon sidewall, bafies in the.lagoon may be
Any of -e- e
tares could lead to e.osion and weake;�� of th,. r ,r
any of these feanires you should ? zn o dam: L"you, lagoon has
propriate e-pe:6 f2-M 2_r with CrS:-.l"
cons�cto*� of w•�s;�Iacoons.
You ray Here to rrovide a tr.-npor�ry.fig Lf tire:sea thl'�..�t
O1 a w"�=v d-send=ge. I:owev a De,•�;anent solution shou:d ' �
..•liti e- �.ry di��;��;-.. .. • i. oe reviewed by tie
digging.- to a lagoon dam `►,!th heavy u:DTnent is a
poteatialv aus corous . d souc ntb un .� lo
2..-1 ar or op -:.rd
�ATJ��•
WV....LrC d
1 r ^•
• ste. p,,��;os l _ -props.
• rec►c?.r.E DU.rps -
7L.�i��--,
• L S
C-heck-for lez i: e •r«:.. ,,.. .
; .', loos„jj:�:gs, -.d ove_all vunp ore.�on. an onus,.., v Loud or
• nois - -
r�l�c..-- -^ c:•:Iou: 0: V_0�_on, :av iS1dICa'� t::2_ `• " u"'• is in ne
.. :o
SrSie:nS s.;o ''d b'?�S ..:.%�;I and o✓e Z-f"': �e:ueitly enough so that youare not cow:rt:,:y "su:p sw" by wuibrZent failL're. You suoL:Id
syst�--• �,_..,�_o-,a:�ce at � - - p�...lorri you: pc:mpin�
sate �- ... ot-=Isoon is at i:s low level. This 1t sotae
G dm., w he: You: c
See-7 Will a..oW
... s�o.:id r..�ior r� r� �--�. - .,..fair be Having a near v -ull Iz;oon v
time
• to tau-i�2..�ou. s;rL I', o repa�.r:� - u not th..
our nei� I o ten" �, or borrowinb Du:uDs. Probably, ii your lagoon.is all
o j ?c ss Ia,00n is i�.L ako. You should co•nside= rnai-Mining an inventory of s�-r
• Sc:,iace water diversion futures are designed to raz.y all Burr
ace
damage warms (Suc.Z as rainfall runo' roof dzze-inage a fet
gutm outl„s,
a=jc parking lot runoff ouz lagoon and other waste
� away from y
4�'-bnent or storz0e s;z:c, --,,s. Tne only water LrIGL should be
corr.:.*Ig from your Iz;oon is that which comes Lon your flus:~tin;
s stern pines and the rairfa]1 that hits tie lagoon directly.
YOU should insuecr your divers
ion syste.-n for t.e following-
I• adwi: to Veg=tion �.
?. diversion caracity
�. ridge be- n height

Id=rned groble.ns should be corr�rzd promptly. It is advisable to in
dt�.u� or i-^•n t
ed iat--,y iollovi-rid'a h ;your sys�I
d�.=_,ne p,mper solutions cans�It t` '.�� �, `nce is n..,:w �o
with appropr.a*�- e.:_�e.--�s.
You should :�....ord the Ievei of t:�e z�' �• •
X=rd.the Ievgt � I�OOn just, orior t0 wn ;ain is pr, i�-� and
give You again -,. to o nod r, zr:_L ,." the tin u e the
m (ass�rn..s the is no puMDin-a Tail wM
�- y �.n idea of how mud;:you. lagoon Level wi.0 rs ., '
ou mts also be re^arri.n;your r- � for tETs tow ` with a ce.�1 r- amount
or{ .
Pl�=ng ir==g"tion an 'f Krzou�n0 this slloc�ld 1 - is
pLcanons and s'�ora�e. youz-
I1ave an ' - o�;r probie.^� torn a s�.i wa r_�.- eiv�--�on o�� ezc�ve 1y, you ray
Ia,00a�-orn the surroc:neln;1at1d. y be s�--pie into the
Lagoon Operaton
Start=:
• Zrr'm=a`e-Y an!--CO st-Z;Cnon e:rtzb=l ;-1 a CO .. ielte sod cove:on ba= "surds to avoid wosion. - sou
ne' ^cy�oon e .:tllZent VOLL=- a: ie`st half fuL o Wate:be: .,
w I0� ' , be �sr Ana c.:.re noc to erode ir�i:-Icr or.ba::k • w or�
- D • . .:_s into '.e moor. should have. r _.
p.. �.:�A • 1�•.. r a :.i.r�.Vle L1�V� �vraw/�0• !•.0
/� .. �•� �!��. ., ............... G�v.J\: of Ll.viV `-.��•Aw`.+.v 07� �10 ,. . rr.r
• n,.,._: ootior.: c� t:-:e Ia�oon c.,., +T.:
w
? 0: �..i�..��'--,.5 of S1Ow� C `1e T .�.+►• c o .._.
�=* 11 rIG„ �"'"� IO cvOIC^rvL Oi
wre.Z possol. I d n 1 •.��
}� ... •� !�.�`, �.,�...� ne•.,r ..a=cons is o � C to
emb" .:� (due to Wz--an e:•w -:r2,=)
CO.s'�Q L..' " D= .Sew �Yiij1 .S1uCPe l�ll a.,
2: IOi.1 r O.L O.
f ^^ •
quid v01 r..Ie. :?:S Se^=Wa SIIouLC CCr:.^=L'.T c_ e:SL Lwo W=_=?-=c7 to L::v acc:rdon o:
6. =Y'-L+iza n a'A'.:c on the
11 7/T71 T }tR _
I.O� add �c-�C. w•....i Ll:il� � O e D
�-� at; the rate Or ? mot:�:C tee: I000 c;:oic w:of
lagoon Iicuid voiu=c:ntii the •-
p=s be:w .1 PE rises move f.0. C)Ddmtl::I Ir;rca a
eon 7.5 and 8.0.
da::.cO10, .
�- `" "buoolin
", Lao•.or =, ana eXcessve odor si�naLs
oiolo rl a: vic;. Consul�Lion w 1
:r ZL"I a te:..'1.IZicz- spe=aast is r.,..OIilrl�^0
t:•:��v conc:dors
wv cc,:.• -for prOio.:, .moo.•; ...
..,
_.... pe:lod.:. a ._.. •.�.,Q �-ti;,a�_Son.
a : ..SJe.-...Ily aL....�
Loading:
Ile mOrr -.,v�.i
�oon wju .�..�:�7.-/►...� rl.and trot 1;,-I► �::c� wcste•watL__Is eadd"" to a la-goon, the b�r�•~�
}}.���� _ Ft.sh sys.,.;ns t ara: wash waste L-1to the ISoon seve.�l tr::rs ro. �. -:a.�.:Tt„ Pit rw ..w..v Sste.^Is
, Y
and re^.�-a. e� :: Ca 1 , L'I wt�.Iv'I one o. rlore buileirisrs =d=iz-
Y, a so work we:.;.

S n—m,n,m;z- bb ►: �? �,.4. , a.�d
. Lsc ae
from Ir.-: r.� wacel e:s, b ro tcen pipes and washdo%-n '
pmpe.ma•nc_.•:ar:c„acid w v ri
at,,. C�rIS..—va....On.
Mir- 1�e fe d %s�e and t a
soil..A
by b.._.... ins• rem- ids
w I reduce the a::1ou-.t of solids enrzrluc the Loon C. adjcts�.
11T=2c em
• 14:.irlti4-I Ia;ooa �fQuid level be:we�Z the peg-...�ne..1t corQe I��e:
the full' =Vorar r S-Lora a level. S ,and
Place vis4'bie mark-s or sta w on the lagoon bang:to show t�e
mi.*Ii*nunl lieuid Ieve! and the r. mum liquid.lever(mgl r?-?).
- St= dnQ at the �tr
.._ii..st possible dale in the sprin, baste on
numeac recu es4�a a.�d soil mo' T s� thy:
w1;i bA r., 't....�porary s�oZ;!
... .. .zxi.j '� for the summer d.-�•sto�
�••� t Chun = s:ason. Sir-�T
.T.+r�Gw:n 111�IG+.o. C..T" sf�• .,r �,..� �
..u.tti41.../Ca-rIy �G-I 1-0 provide
rrnum car
S��e for tie w .-�•�.-.
• :. ie I<Goi't 1iC ''d :�Ye?SlZOC[1G l+�Y *' • v
��'•••c ... e. D.. C.Os.._ t: an l Foot to ...o:
Do
• nor'Ou:::) :.!.e izz'oor4I-cu c I i mo... o:
r,._ low v o-•--•...,o.,.
0\•al , �� w �..� L....�- �v iJw:44�.r.r•..C.r.�.ni
.. w �.iA."IS 1rQu Giro..�.i��r•I1•�j SLuCz e. -
i
• ��:�t:oa: t7u:'T7 ...�:rS " T /��' • per. t
•.�� - alov v xim, a --ry is LlVra+J 1.���r.iL��••t ���iT .1
s�:,:-c:�and aS=c.: ri c�ii olP. G:e Ci^cii p ipe. 2S =!!'')....:. �.. 1^...�.
• .'�:Gid�^`'-�L�of S 0:' l7e CLng rr` •v�'�',c IOnC_�n..�.-, fczaz-,o-i•''°'..'"•o.T
i......, D.=:-- S-�.Z�rs O- othe= -OZ"..:c-- 1-j• , - j� t,.:....._.. =1
•..� ..L.Y iti...love SoUds From Cat � C♦ �` p.-. -'oLS�
.. c: ....LT O_ n� t D�
L:tvl v.. ►.,Iw.
1+••I+2I.'I rode"", and v .— n` c,—n=l ne , L�_:'ccc_c:�,=
• Do not allo,;/ t w:e.-Ia..ge bushes to row on
moon Czr:I o: ,...�61= t
• Re.:zove
sludge r4cm G'Ie Iacroon either wile:: th.- sludge •
i TiT p.Oe:ors It i�.!:S 50 pr: :It of the S,.OiGg-Volurl-.
1= a:-real producdoz is to be te. 1 ' at.,,1 +� 1v
�, the o ri-nr;is r..soonsib.r.o:
oo�i:•i-,g ar.d it'PIc.--nr rig a closur.- .. - -
..
r•• �. .. pl�*I to e::::anzrz the possib:I:rr o:a.
rouu�r4t ais..:..._.A.
SlucIge.Reza ov21:
R2t-- OfIa9001-7 S "dc'v bLIUduz) cz:,, b- i uC.-d by:
}

• me aanic! so
"CS =aa adon O f ft c:s:ed w—.
• oc 4Vlt j Se:'1:.'1�Of :LS.1v'� 2S•v L {�
• ♦ t^.:1III�nc i �rf v SO ' L^. a.•: aOIIrODa:-t-Iy CA;•C^p.� � Z Or
- was-, .. and spuT�e. -�•
Lagoon— that u re.^iove .?if1 ratne: t'a:z stor.. Tc:c te..I wL:
• have more rumen r, .
• have more odor, and
• rw'uirr more i:rd to Droue:ly use tt'ze nun e^.s.
Remov` tr- -uQues:
• a custom "
• ?�tx 61c slud�•p-_ lagoon liquid w=-' _
r G:.Ct �' V L./�.
tt•�O � _ - 1...'1 G C.'IO ��alt`tor llflDellp-
�•.•� .fie-JOre SDIIIltye. L ac.=0: Sy Str.:z orto neZtV C:uoL
and Soil L:CJa;,':c'.e.
v ..��... G... ^C�... .,
o�I2'oon by _.�.__:oaa ai:tD ne.^'_-by c-or'-:d or
:0 S .:..:e•.. .,tom Sludc
C �_.Q1C; I:" :�.....� ' e; 7L•::17 Z�M T'Ci'_:Ct Sludze
n 0%i0 :aad -e:id'
G. �:.w:.. b.�..J , Or So1GC J G.::v CV�.. T'��1•L�1G�.�. J
_ _ :r-• ==- o_ jzcoor: o :_--:;:.won c--:o n�,.
.•�i OZ-
C.
aO.L lam�'�1 Yv 17... c �t?rj- o: c-??C 0 :.__..p.
L L..... 1J..:aC.'.. 1Ci.: to .'w�.�.:Vv v S"t�•'Ca C� ' �t t
•w_,. • a.'Zv _._ '.. .. _.aG_i.C".uCs —1 `Z.=
C�.O azoor.; - t a:.'., haL! c.:.:d S=7e..La w i:'I I:'.�.L• ✓.�,,,�^�
C.O1)a:'Id C: t7:,ra:ciC? crlC S0i i ;^CorT-
• _G
YOU MUSS =cv' the S L'd o -i
cT o..,s-v.• VOL, wct: ve`n lagoonk"- •;-� s
a.. s:a71. uc T:d. Tne a -D;:atior.
or
"e dge to �dr;-�oaZec
zs Dre.riou o;se
-
_
...•...._t.. w a�o!'...:�o�.__-.es w-`.i oe diso•_rs,,�: ��,M Vi1=M J.
sitte�� --t_s. j -
.2 �.-, you ia. 'a.sO Pay P- e:ndon to tlal 1--ne- o 'DreVe.t G .t:,a . Qos.:
y �u :tae.or drS-= :e ooe.�tor wii? e^.sure •�� o- C
• ou S� • . - the Isoon line j,,
s IF you soi mGw tea! or::ze s��li`redc Zi*Ie_ ::arm�:? oe•.a� diso,:rard you suor.Id
ov�G..yv _ iaaailledi.::eiy a:-:c �,ot FeSLIMe uniu vot' �� the sIL'e�e C- �P
�1.. ,�,., ,- 5�.... e
ire ...► �"I1L'aotl�.Yr Ia1ju;y. L c:e Hner is 11C.�1iG�� It rOSSMIe. l-I,",S` ^A q^ T p•� n Er
Sludge =. .oved '`le I29e0:1 I::s a �;;+.:cn
hl�n,._ ta.aoso nc_..s azQ.neavy Map. cc"r wt
�Q'-==c_ •.=se or Leis is s;�ct:;d probably be a oiied to iand. with low onomho:-as
o
m•-- -
and T r o, ems. a,s ia.., -- - -
c�c::4.. b•�a so:i test and in..o_porat -
erosion. Note -: * r Op w . ...al.v O:
Lh�ScLd�- t0 Melds SOU-' PllOSv C: It;
stipule oe mile: o:a!v at Mars ec•u t to L�" c:oa
• re^Oval of-o zo:s-
onoru.s. As wig:eial►aysayou-1�,pen' d� _O. v .� nL'r— VGLL'e
Ine. 2 C=i0n a.S udae .:.arilou:lt - -
Ct: O}dor a_ t.
•,
.e `4—rste ao7t)LC "on
Fx �A.•...►-udc:a s;.auid be us-^ t0 0
T o..s..;ve the wind d�r:eo:: a^d other Conditions�:•ri
cou.d ia:..�.z t:•:e conce.;l of re��:b 0.5. `

Pcss ale Causes of Lagoon Failure .
Lagoon rain rsult in the unplanned discharge of
Of r"a. include I rrom thesucmr-
dara. - Q �e throw the bottom or sides, ova �� `: �
�� rope. des;n and construction, the owns-has��thc n � or the
p respo My for
sae safely. It.nzs winch may lead to lagoon fa�ures include.-
- Modin"
in the damdOn O the lag tr-
oon sucanm�- -zn e,�ple is the plac,, =t 0-pa.ti
Pr'per design and cons=urdon.
Ia;oon design be:ore lacing (ConsuItaII
p b �Y p� in dams.)
- Lagoon liquid Ievets—high Ieve?s.are.a safet isic.
Failure to insert and rmintain the darn.
- --"C=surlaG:w2t f!owing into the lacroon.
- ' er m�ty--_orat�.,=t from inlet pipe s=wring, image during d d;�
removal, or rupru�f om lowerin? a i '� c .,
tzble. lagoon Iiguid level,below
auli.i�s 1=lagoon water t;o„;ed to ove:too the cis, the moving w-� �t
'c rc .n the ear;:. or—.t;; .. �"w::-sccn�:se
Of wast5w rz:-and possible Ca:3 �..`, �`' semis, It _ *TC�Iy. '�t:Se a Ic�,� Sc: ;e

EMERGENCY
ACTION PLAN*
PHONE NUMBERS
DIVISIONO= W„TER CUALI T Y D _
EMERGENCY ti1ANACE,��1N j- S{�V[ Q) = c
SOIL AND W�,T �;^ _ CES (�.1V1..) Lcw. q� -3
_R COI�,,cRVA I ION DISi-R!C Ti (SWCD)
NATURAL FESO URCES COHSE+q VATI O N SERVICE-: °
COOPErZ-Ai?V= EXT ERSiON SERVICE (CE j (NRCS) a
will
?'nis plan wilt be impleme::ted in the event That waste
overflowing or running o„ site. You should no waisnl Your operation are leaking,
or leave you proper�r to consider that Wastes reach sur,'aCe waters
you have a roblem.
effort to ensure that this does not ha p You should make every
location for aIr employees at the faciiitype7'ne_following should be posted in an accessible
Take. ng are some action items you should
• Stop•the release of wares- Depending on the
possible. Suggested fesponses to some possible problems rs rn2Y ore �' nor be
are listed belwo.
A- Lcoon overflow-possible solutions are:
dd soil to barn to increase elev---'
b. -'ur;t �-� �iron o� dam.
c- p wastes to fields ar an ac-e zabl� a
C. Z goo rat...
all r,cws ;o the lagoon ir;;rued iaat�:
d. Call e Du,mpinc ^^ y.
w c ��,actor
scar= rc sur;a`9 water is en tarrr;c laccon.
�\
o'n '�•aste application -field-actiors inc:ude:
a- 1"Ir;e4iataiv stop waste application.
Create a t=:-pony diversion
C. lrcor to contai., west.
postB waste to reduce rung-;.
C- f w
-�'Qlua:a a��d Ei1r„1r2-3 the reason(s)
cause
a =•gal _ the runo��.
-. — uc t� th$ cJCiiCctlan rates f o r the is olds where rung i i OCC;:rTer .
C. t�`kaC� from the Wcsta pipes and Sprinklers-a .
coon include: .
a- Stop recycle pump.
b• Stop irritation pumc.
C. Close valves to eliminate further discharge.
C- repair all le-2ks
to prior restarting
p
.. pumps.
D• Leakac_e from flush s•,rste,rns, houses, solid Jzoarator -
s action include:
a. Stop rec•/cle pumo.
b. Stco irritation pur,►p.
c- Make sure siphon occurs.
d• Stop all flows in the house, "lash syste. -rs, or solid se art-
p ro+s.
E. LeakaCe from base or sidewall Of lacoon.
to `10%,yin? leaks-possible action: ``"n this is seepage as opposed
a. •
Gic a s' 'all su,^�p or ditch from the embankme- to catch all
see.---�-a .
�� pug in c submersible
b. if te pump, and pc..';zp back to lagoon.
s are CcuSe: by burrowing
�virh a c,a anrmzls' `gip or remove animals and -fillroles a,nd carripac;
C. Have a professional evaiu re the coyperndition of'the _
as soon 2s possible. side walls and lagoon

i
2. Assess the extenr o;the spill and note an obvious o c.s damages.
2. Did the waste.reach any surface "raters?
b• %Ar proximately how much was released and "For what
c. ^rY damage notes, such as employee injury,' � hit durarion?
d. Dic :he spill leave the property? -csh kills, or proper`Y damage?
e- Does the spill have the potential to reach sur;ace waters?
' surace w�er;?
g- .re potable water wells in danger {either on or off the ro
h• o w much reached sur;ace waters?
P Pert')
3. Con zscz appropriate agencies.
a. During normal business hours call your DWa regional o
hours, emeraency number: 01 -733-3542. Your Trig , Fhone --. Air
Wane, �cility number, telephone number, the deta is phone call should include: your
above, t, A _• _ f of the incident ;, m Rem 2
h exact location of she ,agility, the location or direction
the s"i i l w o, movement of `
weather and wind conditions. a he corre�7Ve measures v _under taken, and the seriousness of the sitution. ^� �^
e been
b. 1," s�iti leaveS property or enters sur,-ace water
c.. lr:s:-uc; c1W1S to contact local hetath De ar-t,-;� �,�call local t_MS p;;ene number.
d. ^.7=c- C=s e.,
rCc C_: _` phone number - , local SWCp -_=`e _
• ;or advice!tecnrlica! assistance pi-none�rnurrber phone nL+^o_. -, and Iecal
�•. If nc:;e cf the above wore -•r n• - _
p ^l c,:.l „ r 1 Or the Sh=,-: -ts De
„d ask the person to cot►tact t^e proper acenc;=_s 7011`vac..
5• Cc,,TZ:., the cor;tractor of gout choice - �• _:
S; ce to begin repair or problern to I—,.i::i,';iize oil-
Name:
.�.rS
C Mrpb. cnt:a� Address: Fga,
• c. Ccr: ors Phone: Mz 5 t L �"?
C
• COr; r­ Te0hnical speciatiSz who cef cif ed zhe lagoon (/N(��Q � �; —'
Enc;.:ear, �:..� .. 1�•`1Cv, COnsu:-nc
V
�1 • 1
a. Nam, �-
b. Phcr,e:
7. lmple.^e:;t procedures as-advised b D W
rec;;= ;e Y G�. and te--h-lical assis once agencies to
ccnage, repair the system, and reassess the waste rnar;acme rz plan
keep r� ler,;S with release 01 wastes frorn 1;a - P to
�Pe^i^c again.
Z

INSECT CONTROL CHECKLIS i F0^
• n -ANIM.-.L OPcr�MONS
Sourer Cause •
8.1.1P'S Niinirn. ize Odor
St_Scene Practices
(liquid S y=tarts)
Fush Gu-ners Ac==uladon of soGds
( nusn system is aemgnoC end oparatod
sufficenCy to f0move ac_umulatod
s Ids from Q-.s;�ers as designed.
Romova bridging of accrsmulatod scuds at
discharge
Lagoons and Pis Crusted Solids
( Maintain lagoons. sattling basins and
Pits whore pas;breeding is apparent to
MiniMize the cr"Zing of solids to a depth
•. of no Moro than 6-8 inches over Moro than
30% of surface.
Excessive Vegetative: Decaying vegetadon
Growth ( Maintain vegetative control along banks of
lagoons and ocner ir.-aoundments to proven;
• acc::muladon of decaying vegetative rnarar
alon6 weter's edge an irnocundmart's per':-;s;:
(Dry Systems)
:criers
road Spillage
() Gcsi-- o==rats e•• a:.c Tai.::ain feed:ys::^s i:.;,
L-unkcnc an:�
"v• �r rn:rtl^Tri�t.le
ac ......�r�r1
or decaying wt=sta
{) Caen c:0 sciiiage or, a rcvtine basis(c.:.i-iv dZy
intetiai d::^nC sc -Mcr. 16-30 day itaal d;:- ri:-zed Storage st;,
%+e=;:rie::adons of food rasdues f) Reduce r-cis'" r_.,: - ac=•'-:uia;:on wiw:in and ar_cnc
it tecia:e saris-let_,•;,f feed scarago areas by
insuring drainage away f;cM site ark/or
adec-ate car.:air:r.:et {e,;,-, covered bin fcr
brawe:-'s grain anc =:r.iiar;rig:, g;ai:t
product;;.
for s:ld rerncve or break L-z ace ulat_d
solids in fiitar st.:as around feed s:orago as needsd.
;.ima!Holding Maas: Ac-.--
rrnuladons of animd wastes
{1 i�:rntinate tow eras that a tree nois;ure along fen,.-�
and fend wastage and ocher locations wnere westa aceu.-nulates and
and dis:.lmance by aria eis is minimal.
{i Maintain fence rows and filter strior around arims
holding moos co r.:msr.-rzv accumulations of war.=
G.e,inzaec: for and rc--love or break up ace.. t.!3-
solids as needed).
(PNWN
forrbor 2 2 2 99 6

i
Ory Manure Harsdang Accumulations of anima!wa=as () Ramovv spillaQo on a routine basis(a. 7. .
Systems 4• 10 day
interval duminc surrwrvQC--1 S-30 days intarval dmtring
wintor) whore rraaexmre es loadod for land
• or disposal.
Provide for edeCstato drainaos around M&rxuastodc. .
() lnspec;for and ranurv,e•or break up ac=strtdrtnd we==
in.ftltar stripas around atoci:gas and manure lsem nQ
arm Ls as needed_
The issues checked ( ) permin to this operd6n. The landowner/nte9rator a
inset; conani measures as practical. grees to use scund jud„•-merrr in•applyins
l Cerffy the aforamentioned insect==01 B.a=Managemerrl~Prac—.icP-s have been reviewed with mar.
-n ner
Par more information curract�e Cooperative E�ar�..ioa ServicQ,OeperL-srcnt o! E.ZtormzcloOY. pax 7613.-Nar.;t Cararma S�tv Umive,.:. •
27695-76,3. rm y,Raleigh. NC
AMIC—Novemrtbor 11. 1996

fJ •
SWINE FARM WASTE MANAGEMElVi' oDC)- CON-,
Source Cause Nlr�0L CHCKUS I
6NIP's :O Minirni:e Odor
i=amsstoad SwineSite Spe,^'fiC PraGdt:es
proclucaon
{ VeCocattvo or woocod buHors;
• ("�rzoecmmonced bast management
���prac-icos;
(.TGood jcrdCr:�on;and common sense
Animal body sZsrfaeos Oir;Y manure-covered aris;sels �
r-
Fioor surfaces Wet manuro-covered floors _J Q
l�o:;ad floom
(�Waterers located over siatr .( � ed floors; .
�1 ars ac hick end of solid floors.
! Sc.aoo manure buildup from floors;
() Undor:loor ventilation for drying
Manure collection pits Urine
(vrFroquenr manure removal by flush.pit
re•e:`-arco.or scrape
Farital m rr
icorbial dacoPosidon !) Undar:°foor ventilation
Verlttlatfon exhatss:tars Volatiie
gases•.
! �Fn .rnaintenanca;0us:
lndaor sur:accs scion;air r:':over..cnt
Oust
f. Was:.Gown between croe:as of animals
(} i=sx aCCi�ves;
!) Foecer covers;
(j r-=a: G eiive-r d o w.^.scot: rsders to
ferecer covers
tanks
AQ:'a;:on of reeyaad lagoon
rie.:id wNses tank-.are`.thin; () muses tank covers
!) E=arsd fill fines to :.oar bottom of
tanic.: with anti--s-'cncrt v....
stash alleys
AG:sdon curing was;owart:r, (} Urscer.'loor
convcyananca
use "`'i'-• •.:scerioor
ven;,ia-.on
ri:reeisarea peirrt: A7.ucan of recycled lagoon
!) =--.end rccnard lines lictid wilile pit ;a Haar bottom of
:are luting
i any
5tatio : FtL with -si:.rc:t va
rt
Ag tadon during su tarx-Mftng () Sump :ar:ic covers
and drawdown
-Ju'--ide drain collee;:ort
zr junction bozos ^motion during wastewater
!} 'c.ox severs
rrvwyenca .
Of drainpipes at laCoors AG:ation during wastewater c
!} .xorrC discnarCa Gain: of pipes
. undarnea;:t lacoon iicvid level
3„oon sur.'acas VolatEla .
gas cmis:ions -oiler lagoon Iic::iG caaacry
BioJoyQcal tztiJvnp
( Correct lagoon star-.•o procedures
M y�.ra�On
(} Mir:rmum zt;&aee area-to-volume ratio
(vKNGrj -num agitation when =umping
() Mac-lanical aeration
• f) Pr oven CioloCical additives-wauon sprinkler no--,o.. H;qn arostire a;itauon
Wnd Grat ```'''1JJ
{76ato on cr-,e car_ wit- .:.
lio or no wind
( lyLnimur-s recommertcod caeration pressure
f /PVr-ro intaica near lagoon licuid surface
Punic from socanG�-;aj;e lay-eOn
�ve*roar 11. 1996

rS*OraCc tonic or-harin Partial rric:c6iai do camoasition ( ) &ot-Com or n-J;I-10vII4 iooding
surface Mixing witifo fiiGnO
( ) Tortk Covers
Agitation wnarl em.�t'/tnti
() 13"a n surf ado mats of solids
() Proven biolopieai oeditivos or oxidants
So^.•'inC basin surface Psrsal micaaial docorr,-odoon
() EX;er►C drainpipe oUJets undei'noetl liquid
Mixing whiie filling level
Agitation when ontptyinq
{} Remove set'dod colds rvgWady
Manure. slurry or sivago Aviation when sproadinq
sproadar outlets () Soil injeeidon of siursy/sludges
Volatile gas omission: {) Wash residua(manure front .spreader alter t.sa
{} Proven biological addit
Uncovered manure, s:urry ives or axidantr
Voiaeia gas artsistions white drying () Soii inioetion of slu
or sludge on field st:rfaees rry/sludges
{) Soil ir�Corporardon within 48 hours
() Spread in thin ur'form layers for rapid dryinq
{} Proven biological additives or osddanu
woad animals Car-„ass doeorsjposition
{) Proper disposzt3on of carcasses
:)cad animal Cisacsal Cars Qatar.-.position
sits () Complete eaverirsg of carcasses in burial;its
11CinCraLatS
{? Proper location/cans—Jc ion of disposal;i=
Inc=r:saiott czm wurcn
() SoconCary s;rc;c burners
sanding wave- arau;••C Ir.•„-:doer a:ainage
:aciii;ies ( Gra:de and lancs::ae ssc L«.a:wata,•e:airs
dacw-mposi.; n e
away
facii;.e:s
o garlic
r'Ure t:aciccc ant= .. .
,._:site P:cny"nairainad acasss macs
: .`von:far-rt access Farm access: road; r:':aintananca
=Cidonai lnjorr:adc�:
S wine Manure aC_r
,Mar;
.,c..�, ���.►RuieicM?Paracat
wine ?-oducdon i=sr-s pa:erda: CCor Sources and Remedies e
•�••>..Fact. NCS'"'`-c^i'=Y-="r�on Canter
Swine PraCuedors FCC.. •Mamre Mana a x. Shear
q menu. •ROC. Nw�r�A=
5 wine Production +-nciit- t �Ctilagoon►r°aL1en;: =-%�_ I_?._oa 'Awu re Managarrsen=Under.:oor Huse-{„a _ N�"='''L;-•-•:E
.a;oon DesiC and
MaraCez'sen-,for Livostocic Manure;roat ant and St ra, e: ,� ,c�Z 'Spa N�•�'�'
:aiibradon of Manure a;L Wa Z-awarter A B e=-
NCS'.�E
:ont:ollinC Odor- .'rows Swine _ �. Roticsaon i:;.: o eE Fa
Sheet
nC-.PIH-,.,
vironmental A=--uranc P-cgra—.N?Pr Manual NCSL'-Swine B=rtdon
zdons for Managing Cdor;a reror-.from the Swine Cdar Task Force rz^-rid?;skcrras Assoc
_isance Concerns in i rir-:al Mature ManagernonL:Odors and�eS;pR0107, 1 S95 Conferene NCSJ Ar,s C-- " nrcatlorts
a Proc�wcfinQs F�rida C_,oc����tiv.Gtonawn
ie issues Ch$ecxed )
Pe pin to this ooera�c,-I, The landownerlir,�es,�;o; agr2-S 20 use SCL':IG�fUdy"'. err,in applYtn9
nor can;;cf meas;;:e5 as F,a�
:z
ttie a:are:-:er.;:cned odor con;;o1 Se.,�-;Maragmen: P:a:-:ices have been .
reviewed wl�t vies
(�� a Owner Signature)

"a
- (check whic A G��ENT
. h rne�'hod(s
are beln flS
l g lmplernenied
Burial three f )
aver knowle eei be
any floUvin d9e or•niheaih The sur•-=ac
9 steam or p b/Ic g T-h a 7= The group
l J Rende • o body ebur-'alvtizte be arlea 1. 30'n 24
nn9 ai a r p feel Ours
enderin ofi
9 plant' Incensed
• °�pleie lno;nera • under G. S, 10 _ . .
iron 6 16�.7
d the
case of ..
• design approv dead p°ulTrY ° -
( by it;e De,oari Y, plzci
1 ,;ny �e menIL O A !r, a disposal .
Vega-1rar- wnich in lc�fzLtre, p<< oi e S;2e and
.. n woul the
erY ov l value wi AC t�oS�essfonel o
�1 O." u�o�c ice stole The pinIon o,T,
-the S`a`` Uei yrangerin9 huSeIvacz o, `�e Srere
�narjzn rnu man or anlpar` of 2 Cec
sZ be a�Go,�dal heQlih. �w,.r.,,
1 �<ce,7