820601_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality 1tiECEIVF-D/NCD1Q/Dg;jj�-v
Division of Water Resources
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MAR 2 5 2019
Animal Waste Management Systems
Request for Certification of Cove#age Tatar Quality
Facility Currently covered by an Expiring Sate Non -Discharge General Perc p!onal operetiorLs ce
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these .peimits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits mist apply for renewal at least 180 days prior ! to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated 1by the Permittee.
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1. Farm Number: 82-0601 Certificate Of Coverage Number: AWS820601
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2. Facility Name: Billy Ray Dadehtry
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3. Landowner's Name (same as on tiie Waste Management Plan): Billy R Daughtr_v
4. Landowner's Mailing Address: 1960 Roanoke Rd l
City: Clinton State: NC Zip: 28328
Telephone Number: 910-567-6984 Ext. E-mail:
5.
Facility's Physical Address: 4107 Wrr a Branch Rd
City: Newton Grove State:
NC
Zip: 28366
6.
County where Facility is located: Sampson
7,
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Mumhv-Broil m LLC
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10.
Operator Name (OIC): BUN R. Dau htr.
Phone No. 9
OIC #: 16696
c1J�_S`1t�=lyos
11.
Lessee's Name (if there is not a Lssee, write "None"):
12.
Indicate animal operation type an d number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
3,6P0
Operation Tvyes•
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boaz/Stud Beef Broad Cow
Wet Poultry j
Gilts Other
Non Laying Pullet
r
Other
Layers

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I attest that this application has been reviewed by me and is accurate and complet to the best of my knowledge. I understand that,
if all required parts of this applicai ion are not completed and that if all required supporting information and attachments are not
included, this application package will z 1 e returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any �erson, who knowingly makes any false statement,
representation, or certification in any application may be subject to civil p�nalties up to '$25;000-per violation. (18 U.S.C.
Section 1001 provides a puni-liii;ent by a fine of not more than $10,000 or iknprisonment of not more than 5 years, or both for
a similar offense.)
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Printed Name of Signing Official (Landowner, or if multiple Landowners all: landowners should sign. If Landowner is a
corporation, signature should be by nncipal executive officer of the corporation):
Name: Title: r r a
Signature: Date:
Name: Title:
Signature:
Name:
Signature:
Date:
Title:
Date:
THE COMP! J:TED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Pr(
1636 Mail Service Center
Raleigh, North Carolina 27699•
Telephone number: (919)
E-mail: 2019PermitRenewak
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2 5 2019
1_p-i 0 potonsS ia�ae
FORM: RENEWAL -STATE GENE It,%L 0212019

13. Waste Treatment and Storage Lago ns (Verify the following information is accurate a d complete. Make all necessary
corrections and provide missing
Structure
Nam
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
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Capacity
(('ubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
19.00
]
69,300.06
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilizt�tion Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present or� every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to b applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required MRCS Star3dard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updatgd Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) � Please be sure the above table is accurate and
complete. Also provide arty site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail] gov

Version —November 26, 2018
or#ality i anagemelt Methods
Indicate which method(s) will be implemented.
When selepting multiple methods.indicate a primary +versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
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Primary Secondary Routine Mortality
Burial t ree feet beneath the surface of the ground within 24 hours of knowledge of animal
death. IThe burial must be at least 300 feet from any flowing stream or public body of water
(G.S.196-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location. map and plan.
--- - E p Y
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering --at a rendering plant licensed under-G.-S:-106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted tiy.the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC De artment of Agriculture & Consumer Services (G.S. 106-549.70).
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Any method which, in the professional opiniontipf 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 Pe attached).
QMass (Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agemint methods to be used for mass mortality. ; The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
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• A catastrophic mortality disposal plan is part .of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
• Bty rial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Miss burial sites are subject to additional permit conditions (refer to facility's animal
w ste management system permit).
• In�the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary p;pcedures or measures for disposal according to G.S. 106-399.4.
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+a re of Fapn ui
Signature of Technical Specialist
V
Da
Date

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Nutrient Management Plan For Animal Waste Utilization
08-29-2001
This plan has been prepared for: This plan has been developed by:
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Billy Ray Daughtry Doug N;emond
Billy Ray Daughtry TDMF4rms
1960 Roanoke Rd. Box 300,
Clinton, NC 28328 Newton Grove, NC 28366
910-567-6984 910-599-021
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DSye opex Signature
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Type of Plan: N' rogen Only with Manure Only
vner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
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IZ
Signam (own r )
Signature (manager or producer)
Date
Date
This plan meets the minimum standards -and specifications of the U.S. Department of
Agriculture - Naturall Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By: FI-2,
I Technical Specialist Signature Date
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1
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24418 - -- -Database Version 1.05 Date Printod: 08-29-2001 Cover Page 1

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._, Nutrients applied i� accordance with this plan will be supplied from the
following source(s)
Commercial Fertiizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,411,360 als/ ear b
a 3,680 animal Swine Finishina Lagoon Liquid operation. This production
facility has waste storage capacities of iapproximately 180 days.
E$timated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7862
Incorporated
13502
Injected
14869
Irrigated
8545
Actual PAN Applied
Year 1
8807
Notes:
In source ID, S means standard source, U means user defined source.
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296418
Database Version 1.05 Date Printed: 08-29-2001 Source Page 1

Narrative
This plan was written to correspond with a wettable acre determination completed 7/11/01. The
nitrogen uptake and application windows for the crops were taken from the original plan prepared by
Herman Riggs on 11/16/94.
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296418 jaiaPrinted:base Version1.0`_ Date q8-29-2001 Narrative Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
_A. balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure
generated by the operation. Animal operations that generate liquid waste and utilize waste storage faciliitles (lagoons or holding ponds may apply -more or less waste
in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility, the storage
capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
I Soil Series
Total
Acre
Use.
Acres
Crop
RYE
---
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
1000
UA
Solid
Manure
Applied
(acre)
tons
Liquid
Manure
Applied
(Field)
1000 gals
Solid
Manure
Applied
(Field)
tons
N
N
IN A
11731
1
S7
Rains
17.1
5.9
1 Small Grain Overseed
200.0
Tons
*9/1-4/30
* 100
0
0
Irri .
100
39.9
0.0
234.3
0.0
11731
1
S7
Rains
17.1
5.9
1 Bermudagrass Pasture
*5.5
Tons
*311-10/31
* 206
0
0
Ini .
206
82.2
0.0
482.7
0.0
11731
2
S7
Norfolk
17.1
4.2
Small Grain Overseed
200.0
Tons
*9/l-4/30
* 100
0
0
Irri .
100
39.9
0.0
181.6
0.0
11731
2
S7
Norfolk
17.1
4.2
BcrmudagmssPasture
*7.5
Tons
*311-10/31
* 281
0
0
Irri .
281
112.2
0.0
510A
0.0
11731
3
S7
Norfolk
17.1
3.6
Small Grain Overseed
200.0
Tons
*9/1-4/30
* 100
0
0
Irri .
100
39.9
0,01
144.1
0.0
11731
3
S7
Norfolk
17.1
3.6
Bermuda -ss Pasture
*7.5
Tons
*3/1-10/31
* 281
0
0
Irri .
281
112.2
0.01
405.0
0.0
11731
4
S7
Norfolk
12.3
1.7
Small Grain Overseed
200.0
Tons
*9/1-4/30
* 100
0
0
1 Irri .
100
39.9
0.01
66.3
0.0
1 7731
4
S7
Norfolk
12.3
1.7
Bermudagrass Pasture
*7.5
Tons
*3/1-10/31
* 291
0
0
I
281
112.2
0.0
445.3
0.0
11731
5
S7
Norfolk
12.3
4.0
Small Grain Overseed
200.0
Tons
*9/1-4/30
* 100
0
0
Irri .
I00
39.9
0.0
173.7
0.0
11731
5
S7
Norfolk
12.3
4.0
Bermuda ass Pasture
*7.5
Tons
*311-10/31
* 281
0
0
Irri .
281
112.2
0.0
488.0
0.0
11731
6
S7
4=adele
12.3
4.9
Small Grain Overseed
200.0
Tons
*911-4/30
* 100
0
0
Irri .
100
39.9
0.0
197.6
0.0
a. lCJ9i
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296418 Database Version 1.05 Date Printed: 08-29-2001 WUT Page 1

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Waste Utilization Table
Year 1
Tract
1 Field
Source
I I.D.
Soil Series
Total
IAcre
Use.
I Acres
Crop ---RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
j Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
I lbs/A
1000
aVA
I tons
1000 gals
tons
11731
6
S7
Acredale
12.3
4.9
Bermud rass Pasture
*7.5
Tons
"3/1-10/31
« 281
0
0
Irri .
281
112.2
0.0
555.3
0.0
Lagoon Liquids
Total Applied, 1000 gallons
3,884
Total Produced, 1000 gallons
3,411
Balance. 1000 gallons
473
Manure Solids
Total ARElied, tons
0
Total Produced tons
0
Balance tons
0
Notes: 1. In the tract column, symbol — means ]eased, otherwise, owned. 2. Symbol " means user entered data
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296418 Database Version 1.05 Date Printed: 08-29-2001 WUT Page 2

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The Irrigation Application Factors for each field in this plan are sown in the following table. Infiltration
rate varies with soils. If �pplying waste nutrients through an irrigltion system, you must apply at a rate that
will not result in runoff. This table provides the maximum application rate per hour that may be applied to
each field selected to receive wastewater. It also lists the maximur''n application amount that each field may
receive in any one application event.
Ir-rigation Application Factors
Tract
Field
Soil Series
Application Rate
inches/hour
Application Amount
inches
11731
1
Rains
0.40
0.96
11731
2
Norfolk
0.50
0.96
11731
3
Norfolk 1
0.50
0.96
11731
4
Norfolk
0.50
0.96
11731
S
Norfolk
0.50
0.96
11731
6
Acredale
0.35
1.00
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296418 Database Version 1.05 Date Printed: 08-29-2001 LAY Page 1

The following Lagoon Sludge N itrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated acuainulation period. These estimates are leased on average nitrogen concentrations for
each source, the number of ani gals in the facility and the plant available nitrogen application rates shown in the
second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority
nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient
levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. jIdeally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken' not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern. i
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PANRate
lb/ac
Maximum Sludge
Aj;plication Rate
1000 al/ac
Minimum Acres
5 Years Accumulation i
Minimum Acres
10 Years Accumulation
Minimum Acres
1 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150 13.17
46.1d
92.20
138.31
Hay 6 ton RY.E.
3001 26.34
23.05
46.10
69.15
Soybean 40 bu
160 14.051
43.22
86.441
129.66
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296418 Database Version 1.05 Date Printed:
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08-29-2001 Sludge Page 1
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The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of eac i month of the plan. Available storage gapacity is calculated as the design storage
capacity in days minus th number of days of net storage volume 4ccumulated. The start date is a value
entered by the user and is iefined as the date prior to applying nutrients to the first crop in the plan at which
storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero end less than or equal to the design
storage capacity of the facility. If available storage capacity is negative, the estimated volume of
accumulated waste exceeds the design storage volume of the structure. This indicates that the planned
application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Available Waste Storaize Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 10/31
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
180
1
'2
180
1
13
180
1
!4
180
1
15
180
1
!6
180
1
7
180
1
18
180
1
i9
180
1
10
180
1
11
150
1
12
119
* Available Storage Capacity is calculated as of the end of each month.
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296418 Database Version 1.05 Date Printed: 08-29-2001 Capacity Page 1
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Required pecifications For Animal' Waste Management
1. Animal waste shall not reach surface waters �of the state by runoff, drift,
manmade con eyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
Z. There must be documentation in the design fold that the producer either
owns or has aagreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
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landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste produc on facility to secure an update of the Nutrient Management
Plan when thee is a change in the operation; increase in the number of
animals, methd of application, receiving crop type, or available land.
3. Animal waste hall be applied to meet, but not exceed, the nitrogen needs
for realistic crtp yields based upon soil type; available moisture, historical
data, climatic i onditions, and level of management, unless there are
regulations tht restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste in y be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per ygar provided grass filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guie Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres, subject to flooding, waste will
be soil incorporated on conventionally tilled !cropland. When waste is
applied to con ervation tilled crops or grassland, the waste may be
broadcast proded 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
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296418 Database Version 1.05 Date Printed: 0§-29-2001 Specification Page 1

should occur in order to control odor and
8. Animal waste shall not be applied to saturat'd soils, during rainfall events,
or when the sail surface is frozen.
9. Animal waste hall be applied on actively grpwmg crops in such a manner
that the crop i not covered with waste to a depth that would inhibit
growth. The potential for salt damage from ;animal waste should also be
considered.
10. Nutrients from waste shall not be applied inefall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting !of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swil#e waste from facilities sited on or after October 1,1995,
shall not be a0plied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
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13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall, be applied ar agronomic rates
in a manner that causes not runoff or drift from site.
16. Domestic and lindustrial waste from washdowl n facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
296418 Database Version 1.05 Date Printed: 0,8-29-2001 Specification Page 2

system.
17. A protective cover of appropriate vegetatioi
disturbed areas (lagoon embankments, beri
be fenced, as necessary, to protect the veget
shrubs, and ot�er woody species, etc., are li:
considered appropriate. Lagoon areas shot
accessible. Berms and structures should be
evidence of erasion, leakage, or discharge.
18. If animal production at the facility is to be
owner is responsible for obtaining and iml
which will eliminate the possibility of an ill
erosion.
19. Waste handling structures, piping, pumps,
on a regular basis to prevent breakdowns,
maintenance checklist should be kept on si
will be established on all
s, pipe runs, etc.). Areas shall
tion. Vegetation such as trees,
:ed to areas where
be kept mowed and
regularly for
or terminated, the
,nting a "closure plan"
discharge, pollution, and
etc., should be inspected
and spills. A regular
20. Animal waste �an be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further- applications of animal waste during the crop season.
21. Highly visible arkers shall be installed to mark the top and bottom
elevations of t e 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 rape -determining nutrient, unless other restrictions require
waste to be ap lied based on other nutrients resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals appro Ich excessive levels. pH shall lie adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be !maintained for a minimum of three years. Waste application records
------------------------------------------- - -I-------------- -----------------
296418 Databa a Version 1.05 Date Printed: 09-29-2001 Specification Page 3
l

i
for :all other w ste shall be maintained for a %ninimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------ - -----------------------------------

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s
UNITED STATES
--'USDA-SOIL CONSERVATION SERVICE fro DEPARTMENT OF
303-D EAST ROWAN STREET AGRICULTURE
PHONE (919) 59t-7963 ,
-------------------------------------------------------------
OPERATOR:SILLYRAY DAUGHTRY
Please review the attached plan and specifications carefully.
Retain this 'plan for your use and irecords. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as;to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. jIt is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share islinvolved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of thelpads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrowjarea.
It should be noted that certification`of the lagoon will depend
upon all specifications being met.: Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES
I
DESIGN REQUIREMENT:
EVIDENT? Yes NO X
726,272 cu.ft=26,898 cu.yds.
ESTIMATE
OF
EXCAVATION: 498,474
---------
cu.ft
=18,462
---------
cu.yds.
ESTIMATE
OF
PAD:
199,962
---------
cu.ft
=7,206
---------
cu.yds.
ESTIMATE
OF
DIKE:
114,402
cu.ft
=4,223
cu.yds.
ESTIMATE
OF
MATERIAL
(
---------
FOR SANDY -CLAY
LINER:
---------
=
0 cu.yds
ESTIMATE
OF
TOPSOIL
REQUIRED:
---------
=
421 cu.yds.
Ratio
1.6 :
1
---
Total Excavation
=18,462
cu.yds.
.Tnh rlaG.Q
TTT
T)Psianed Sv:
DOUG NIEMAN
11/16/94

WASTE MANAGEMENT SYSTEM
FOR
BILLY RAY DAUGHTRY
°TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (;Soil Investigation)
5 NC-ENG-34 HazArd Classification
6 Lagoon Design Data
7 Waste Utilization Plan
f
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
^F4 10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
I
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical Viewof A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
i
16 Topographical Map W/Lagoon & Houses
I
17 Cross -Sections of Lagoon & Pad

i
i
i
Operator:BILLY'RAY DAUGHTRYCounty: SAMPSON
i
'_stance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( f arrow to finish)
0 sows (farrow, to feeder)
3680 head (finishing only)
0 sows (farrow to wean)
0 head (wean to fereder)
Describe other; :
Date: 11/16/94
1000 feet
x 1417
lbs. =
0
lbs
x 522
lbs. =
0
lbs
x 135
lbs. =
496800
lbs
x 433
lbs. =
0
lbs
x '30
lbs. =
0
lbs
0
lbs
Total Average Live Weight = 496800 lbs
2.
i
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
i
i
Volume = 496800 lbs. ALW x Treatment
Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW =
1 CF/lb. ALW
Volume = 496800 cubic feet
3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
i
Volume = 0 cubic feet
4.
TOTAL DESIGNED VOLUME
i
Inside top length (feet)---------------------
515.0
Inside top width (feet)----------------------
180.0
Top of dike elevation (feet)---------;--------
52.8
Bottom of lagoon elevation (feet)------------
40.8
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
3.0 1
Total designlvolume using prismoidal formula
SS/END1 S8/END2
3.0 1 3.0
AREA OF TOP j
LENGTH * WIDTH =
509.0 i174.0
I
AREA OF BOTTOM
LENGTH * WIDTH =
443.0 11108.0
i
AREA OF MIDSECTION
LENGTH'* WIDTH *
476.0 i141.0
SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 509.0 174.0
88566 (AREA OF TOP)
4
CU. FT. _ [AREA TOP +
88566.0
i
1
i
I
I
47844 (AREA OF BOTTOM)
DEPTH
11.0
268464 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
268464.0 47844.0 1.8
Total Designed Volume Available = 742269 CU. F
i

5. TEMPORARY STORAGE REQUIRED
i
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width = j
515.0 180.0 92700.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 92700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste pI roduced
Feces & urineproduction in gal./day per 135 lb. ALW 1.37
Volume = 406800 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 9�07488 gals. or 121321.9 cubic feet
i
5B . Volume of wash wter
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systemE
,—. that recirculate the lagoon water are accounted for in 5A.
I
Volume = i 0.0 gallons/day * 180 days storage/7.48 galloi
per Cl
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
i
Use period of time when rainfall exceeds evaporation by largest amouni
180 dayF-, excess.,rai.nfa-1 7:0 inches.
volume _• 7.0 inches * DA / 12 inches perfoot
1'olume = 54075.0 cubic fe:et...
Sn. VolWne of 25 year -- 24 hour :storm
Volume == 7.0 inches- / 12 inches per .foot * DA
VaLutne = 54075:.0. cubic, feet..
TOTAL REQUIRED TEMPORARY'. STORAGE
5A. 12132.2 cubic .feet
0 cubic .feet
5C. 54075 cubic feet
5D . 54075 cubic !feet
TOTAL 229472 cubic feet

6. SUMMARY
^� Temporary storage period==============-=====>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Side slopes___________ -------- ______________>
3.0
: 1
Inside top length===========================>
515.0
feet
Inside top width____________________________>
180.0
feet
Top of dike el{evation=======================>
52.8
feet
Bottom of laggon elevation============;==_==>
40.8
feet
Total required volume=================,======>
726272
cu: ft.
Actual design volume========================>
(SHWT)===>
742269
48.0
cu. ft.
feet
Seasonal high'watertable elevation
Stop pumping elev.__________________________>
0.0
feet 0.1
Must be > or = to the SHWT elev.==========>
48.0
feet
Must be > or = to min. req. treatment el.=>
46.8
feet
ft.�oz3ir-7
Required minimum treatment volume===========>
496800
cu.
ft.
Volume at stop pumping elevation=====_======>
=3
0.0
cu.
feet 31A
Start pumpingjelev.=========================>
Must be at bottom of freeboard & 25 yr. rainfall
Actual volumelless 25 yr - 24 hr rainfall===>
688194
-
cu. ft.
ft. 4�
Volume at start pumping elevation=====______>
-94
cu. la-73
Required volume to be pumped================>
175397
cu. ft.
cu.
Actual volumeito be pumped==================>
-----G
Min. thickness of soil liner when required==>
feet
7. DESIGNED BY_: �J�� APPROVED BY: Rt11.8
DATE: /%�l4(/' S Y DATE: I J -
J (o
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
- ------
---------------------
i
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system:
The designed tempo rary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary, from year to year. The,25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each 'design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must beyinstalled at this elevation
to indicate when pumping should begin. An 'elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
--,, weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, gums, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
II
The following items are to be. carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent. excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When'precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.1 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.7 . This temporary
storage, less 25lyr- 24 hr storm, contains 172994 cubic feet or
1293992 gallons!

1
5. TEMPORARY STORAGE REQUIRED
i
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
515.0 180.0 92700.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 92700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste pIroduced
Feces & urind production in gal./day per 135 lb. ALW 1.37
Volume = 496800 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 9107488 gals. or 121321.9 cubic feet
513. Volume of wash water
This is the (mount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush system:
that recirculate the lagoon water areaccounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gaalloi
per C1
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
i
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 54075.0 cubic feet
I
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches./ 12 inches per foot * DA
Volume
= 54075.0
cubic
feet
TOTAL
REQUIRED TEMPORARY
STORAGE
5A.21322
cubic
feet
5B.
0
cubic
feet
5C.
54075
cubic
feet
5D.
i54075
cubic
feet
TOTAL
229472
I
i
cubic
feet

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

SHEET 1 OF 2
I
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------------
--------------------------------------------
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees,llogs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans: Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted±by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. ;The height is defined as,the difference in elevation
from the constructed height to the downstream toe of the dike.
i
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
I �
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE, 1.8 ft.
-------------------------------------------------------------
I
NOTE: LINERS (PARTIAL OR FULL.) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN, UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE; REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular tolthe finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
`� I

i
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which doesjnot readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be. less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use ;of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift. 1
The single most important factor affecting the overall compacted perme-
ability of a clayiliner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
blished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils,.a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexiblejoutlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shzLl be determined by observation of the foundation
materials.
VEGETATION:
All exposed embarkment and other bare constructed areas shall be seeded
to the planned type of vegetation as soonlas possible after construc-
t -ion 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 iflthe 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.
i
REMOVAL OF EXISTING TILE DRAINS
----------- I
When tile drainsjare encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slop"e of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
i

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
US Department of Agriculture
Soil Conservation Service
BILLY RAY DAUGHTRY
in
i
Sampson County, North Carolina
I
Designer : DOUG NEIMAN Checker
Date : 11/15/94 Date
3680 FINISHING
TEMPLATE DATA:
Beginning Elevation '= 52.8
Beginning Station = +24
+24 to 1+00
1+00 to 3+10
SECTION NUMBER 1
Centerline Station +24
ORIGINAL DATA:
0.0 / 51.2 100.0 / 51.2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 50.7 100.0 / 51.0
SECTION NUMBER 3
Centerline Station
fi 2+00
ORIGINAL DATA:
. 0.0 / 49.1 100.0 / 50.3
SECTION NUMBER 4
Centerline Station 3+10
ORIGINAL DATA:
0.0 / 48.6 100.0 / 48.9
d/3c1220\3 0.00000 ft/ft
d/3c1220\3 0.00000 ft/ft
200.0 / 50.6 300.0 / 48.7 400.0 / 48.:
200.0 / 50.6 300.0 / 49.2 400.0 / 48.!
200.0 / 50.10 300.0 / 49.3 400.0 / 49.1
200.0 / 49_5 300.0 / 49.1 400.0 / 49.

1
OH-IRM 2/15/88
PLANNED
QUANTITY CALCULATIONS
prepared for
BILLY RAY DAUGHTRY
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer : DOUG NEIMAN Checker
Date : 11/i5/94 Date
1 3680 FINISHING
** EXCAVATION **
Top
Left
Right
Off-CL
CL
Dist
Area'
Volume
Width
SS
SS
(ft) �i
I
Sta
(ft)
(SgFt)
I
(Cu.Yds)
220
3:1
3:1
120.0
0+24
0.0
1
76
i
0.0
220
3:1
3:1
120.01
1+00
0.0
100
0.0
`0
3:1
3:1
120.01
2+00
0.0
110
0.0
220
3:1
3:1
120.0�
3+10
0.0
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
670.9
1832.5
631.1
4300.0
701.4
7406.4
823.6

i
OH-IRM 2/15/88
1
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
BILLY RAY
DAUGHTRY
in
Sampson County, North Carolina
Designer :
DOUG
NIEMAN
Checker
Date
Date :
11/16/94
Job Number
0041,
3680
FEEDER
TO FINISH
j
** EXCAVATION **
** FILL **
Bot Left Right Off-CL
CL
Dist
(ft)
Area; Volume
(SgFt} (Cu.Yds}
Area Volume
(SgFt) (Cu.Yds)
Width SS SS
(ft)I
Sta
35 3:1 3:1
80.0
1+24
76
452.6
1594.7
0.0
0.0
59
�0
121
152
210
3:1 3:1 80.0
3:1 3:1 80.0
3:1 3:1 80.0`
3:1 3:1 80.0
3:1 3:1 80.0'
2+00
3+00
4+00
5+00
5+90
100
100
100
90
680.5
4604.5
944.7
8530.1
1175.1
13243.5
1370.1
'
18462.6
1761.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
US Department of Agriculture
Soil Conservation Service
BILLY RAY DAUGHTRY
in
i
Sampson County, North Carolina
Designer Checker DOUG NIEMAN Date
Date : 11/i6/94
Job Number 0041
3680 FEEDER TO FINISH
TEMPLATE DATA:
Beginning Elevation'= 40.8
Beginning Station =j 1+24
1+24 to 1+24
1+24 to 2+00
2+00 to 3+00
3+00 to 4+00
4+00 to 5+00
5+00 to 5+90
SECTION NUMBER 1
Centerline Station 1+24
ORIGINAL DATA:
0.0 / 49.2 100.!0 / 48.5
SECTION NUMBER 2
Centerline Station
ORIGINAL DATA:
2+00
0.0 / 49.3 100;0 / 49.0
c\3cl35/3
c\3cl59/3
0.00000
0.00000
ft/ft
ft/ft
c\3c190/3
c\3c1121/3
0.00000
0.00000
ft/ft
ft/ft
c\3c1152/3
0.00000
ft/ft
c\3c1210/3
0.00000
ft%ft
200.0 / 48.3
200.0 / 48.6 300.0 / 48.4
SECTION, NUMBER 3
Centerline Station! 3+00
ORIGINAL DATA:
0.0 / 49.1 10010 / 49.1 200.0 / 48.9 300.0 / 48.1 400.0 / 48.
i
SECTION NUMBER 4
Centerline Station 4+00
--ORIGINAL DATA:
0.0 / 49.1 100,.0 / 48.8 200.0 / 49.1,0 300.0 / 48.1 400.0 / 48.
i
i

3680 FEEDER TO FINISH (continued) 11/16/94
I
SECTION NUMBER 5
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 48.6 100.0 / . 48.5 200.0 / 48.�
SECTION NUMBER 6
Centerline Station
ORIGINAL DATA:
0.0 / 48.5 100.
5+90
0 / 48.3 200.0 / 48.i
page 2
300.0 / 48.1 400.0 / 48.1
300.0 / 48.4 400.0 / 47.E
ti

I',�: �• 1 of i
North Carolina Agricultural Extension Service
is
Waste Management
gWV" acid ApkWhoal Wiring North Carolina State Lbdmvby
LTVZWci VA= s . 11&i XSIs near GLLCCIlI'I0
James C.
PMET e4 • R s ■
A. SMI- olid Lot VMre
i . strap" azmctly from lot into! spreadw
a. p's� la�■id spress.dsr, eoll•st abow 2 lbs of ame trails
afts a lseetiew vsin 0430�
si. �. starsp
. Collect about 2 lbs of awe tree uad.r the aamlae• crest
I, evaidang be"ift MZWLais =4 Oak* aasatalue aallsatn.
b. NWOWO #liam
i. slottad•floor pit j
i
a. 1zsasd a 1/20 vm wetallie c�o'adttit open on both wads into
a=UM to pit floor.
Ib . Seal aMr end of coadmit (Ia . g. , by placing a thumb over end
of conduit) trapping area=*, that bas entered lower and, remove
and e>!ty slurry into plastlic bwmkmt or �tallie oeot,aiser.
�c. Take aubss"las from 5 or sore locations at at least 1 quart.
d. tiiz wW add about 3/4 plat to nosrtallic sasip1a eoataiasr.
• ii. 'Rzterior sump basin es tack
a. AmL are some bear been cell almet with a liquid rsa>�e
cboMr•s;itwr pump or pre*ellar SAUS= r.
b. Tabo aisa*las !sw about S #is leawlew, !w a0swer vue
ar ftn a w ' awd *lra In a PUsUe brit.
t ark 4;eiarI"Wel
o ■errs 00"Uma Its" fuivem$V7. taLai#, tC.
�■rs�a
I

Attachment N
I'nye Z of 3
II . iii PUFARA7I0s AID TRAXX >E1
(. A. Place sample into an expssdabla container that can b. sealed. Rinse
residues from container with clean wate� but do not %Lse disinfectants,
soaps, or treat in any other way.
A. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D.-If mailed,, protect sample container with packing material such as
uevspaper,f box or package with vrapping I paper, and tape.
I. Con ercial�l 90*18 containers and msilera are also available. Contacts:
I
i. A&L Ustarn Agricultural Lab, Inc. iii. Polyfaam Packers' Corp.
7621 9htitepine Road 2320 S. Foster Awe
Ricbmcnd, VA 23237 - I Wheeling, ZL 60090
Ph: [phone] ' Ph: [phone]
ii. Fisher Scientific Co. iv, gAgCO
333.3 iiatoa Road 901 daaasville Amume
Rmlaigh, VC 27604 Fort AddMan, TZ 53538
Ph: [phone] Ph: (414)563-2"6
F- Ptivats soealytical lapis eta aaa,ilable, best saWle aamlyaw ass caw-tly.
C. Tbs »C M Provides this serviea for North) Carolina residents.
i . Address: Soeth Cj=liaa Dspmsssimt of Agricnitos'a
Ags+aaoric Mvision
Ylsat/Sasta/Scrrintiom Advikwy Section
Blue lifts R"d Canter
i P.O. Box 27647
i Raleigh, NC 27611 �
�. Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forvald $4 along with -the sample.
iii. Inelu a the following identification information with sample:
a. L.+estock species (dairy, wine, turkey, etc.)
b. LL�estoek usage (swine -nursery, finishing; turkey -breeders,
br0odsrhouse. grower, number flogks grown on litter; etc.)
c. to type (dairy -lot scraped, riure, liquid slurry; sri>ne-pit
slt rty, lagoon liquid, sludge; b�oilsr-bousa litter, steatpile
tM.
iv. Routi analyses performed on All 41*1es: S. P', _. Ca, Va. as,
. r S. Ipe, us. 2a, cu. 3
v. Addie opal analyses performed upon rest: a, tie. Cd. his. !b

r
i
k - aaYY J

PLANIOF EXCAVATED
WASTE STORAGE PIT
NAME: BILLY RAY UAUGHTRY —Date: 11 /15/94
County: SAMPSON
Address: CLINTON ,NC
ATTACH SHEET
52.8
40.
1 -
—` 810E sLA►t--a—TO 1
Avg. TOP ELEv. I/off
/4, ti
M10
— Avg. 40TWU ELEV. /
�f
eTM
(3w bw* for velum ealaulaxiw)
Use of facili y: SWINE WASTE I.
Capacity: llons Ft3
Soil Type: II
Bench Mark Description
Bottom
Normal Liquid Level
Storage for n rmal Precip.
Maximum Liqui bevel
25 yr. Storm Storage
crest in
Max.Flog Depth
Freeboard
Top of Dam
SMOM
glgv. 40.8
Elev.
(+)
Ft.
Elev 51-1
(+) .7
Ft.
Slay.
(+)1.0
Ft.
Elev.

may/ 0 ,
Confinment Building;
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width -12'
Pipe Invert Elevation
51.1
Settled Top Elevation 52.8
if
,: sS,_3 _ 1 ss 3 1
TREATMENT
�' - --------LAGOON — ---� --
Depth = 10.3
" Pipe (Nccds to he adequately
supported)
Bottom $levation 40.8
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE, MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
ss 3:1

�,��ri{ • r ■
ORIVA
r, ` }■!�
ME
r y '
v ON L
ti
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Al
1547
1.6
4 Alf.
IP
Ir
16

USDA -NATURAL RESOURCE CONSERVATION SERVICE
303-D EAST ROWAN ROAD
CLINTON, NORTH CAROLINA 28328
ENE [phone]
BILLY RAY DAUGHTRY
RR 1 BOX 304B
CLINTON, NC 28328
DEAR MR. DAUGHTRY:
Please find attached Form SCS-CPA-026 for
when you completed ;a Highly Erodible Li
Certification. Wetlan determination may be
unnumbered fields. Beore clearing, draining
use, contact ASCS and 1complete a new Form AD
result in loss of eligibility for USDA benef.
Each field has a sym�ol on it which repre:
following symbols applyto your farm:
W -
Wetlands--clez
the planting c
which would mi
W -
Inclusions--t]
inclusions of
please call t]
determination
of -ways in on
PC -
Prior Convert,
by the wetlan,
not abandoned
CW -
Converted Wet
cropping hist
December 23,
will result i
cropped betwe
with ASCS to
CWNA -
Converted Wet
Nov. 28, 1990
reviewed annu
agricultural
Not Wetland --
Not Wetland --
We have made every eff
if you feel the deter
appeal must be in wr"
.fields have been inco,
days of receipt of thi
s
Attachments
cc: ASCS
ring, draining or alteri
E a commodity crop will
ke you ineligible for mo
ase soils are predominan
hydric soils. If you pl
e SCS office at 592-7963
It may be necessary fe
er to flag wet areas.
d Wetlands --can be cropr
conservation provisions
(not cropped for 5 succe
ands --areas of hydric sc
ry between 1981-1985 anc
985. Growing annually I
a loss of USDA program
n 1981-1985, you must es
emain eligible for USDA
and--Non-Agricultural Us
for non-agricultural pux
.11y and will lose their
.ctivity fails or land be
.real that do not contain
it-- Highly Erodible
UNITED STATES
DEPARTMENT OF
AGRICULTURE
_--------
FEBRUARY 10, 1995
the tracts you reported to ASCS
nd and Wetland Conservation
incomplete in wooded areas and
>r altering these areas for any
.1026. Failure to do so could
is for all the land you farm.
ants its classification. The
g these areas to make possible
esult in wetland conversion
t USDA programs.
ly non-hydric but may have
n to clear in these areas
to request a field
you to provide cleared right -
ad and are not affected
as long as the field is
ssive years).
ils that do not have a
/or were converted since
lanted crops on this land
benefits. If this land was
tablish a crop history
program benefits.
e-Wetlands converted after
poses. These tracts will be
exemption if the non -
comes idle.
wetland.
s
ort to make this determination as fair as possible, bui
ination is incorrect, yonz have the right to appeal. Thf
Ming and must state the reasons why you believe you:
rrectly determined. The appeal must be made within 1!
determination.
Sincerely,
ilson Spe er
District Course vationist

e
Goa
mummmon p9s1n is
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1p$k
Otis

(Vol
EMERGENCY ACTION PLAN 8a_a)D
PHONE NUMBER
DIVISION OF WATER QUALITY (DWQ) y/
EMERGENCY MANAG'EMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 9io -S9•i -7193
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) rio 763
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastesifrom your operation are leaking,
overflowing or running Toff site. You should not wait,until wastes reach surface waters
or leave you property to consider that you have a {problem. You should make every
effort to ensure that this does not happen. This planishould be posted in an accessible
location for all employees at the facility. The following are some action items you should
take. I
I �
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possiblo ,problems are listed belwo.
f
A. Lagoon overflow -possible solutions are:
I
a. Add soil to berm to increase elevation f dam.
b. Pump wastes to fields at an acceptabl rate.
c. Stop all! flows to the lagoon immediate y.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion to contaih waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a.' Stop recycle pump.
b. Stop irrigation pump. !
c. Close valves to eliminate further disch4rge.
d. Repair all leaks prior to restarting pum S.
i !
D. Leakage from flush systems, houses, solid separators -action include:
,
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all; flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. !Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, p'ut in a submersible pump, and pump back to lagoon.
b. If holeslare caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a 'professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extentof the spill and note any obviods damages.
a. Did the waste reach any surface waters?
b. Approximately ',how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill Have the .potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
1
3. Contact appropriate agencies.
a. During normal business hours call your DWQ rlegional office; Phone - -. After
hours, emergency !number: 919-733-3942. Your+ phone call should include: your
name, facility number, telephone number, the det ils of the incident from item 2
above, the exact location of the facility, the locat on or direction of movement of
the spill, weather and wind conditions. The correjctive measures that have been
under taken, and the seriousness of the sitution. '
b. If spill leaves property or enters surface water, call local EMS phone number.
c. Instruct EMS to contact local Helath Departmelnt.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
y
5. Contact the contractor of your choice to begin relair or problem to minimize off -
site damage. !
I
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) I�
a. Name: 1..!i.r sti"
b. Phone: -
7. Implement procedui res as advised by DWQ and technical assistance agencies to
rectify the damage; repair the system, and reasse's the waste managment plan to
keep problems with release of wastes from happe�iing again.
I
2

vlortality Management 1\,Iethods
i (check which method(s) are being implemented)
G Burial three feet beneath the surface of the
ground within 24 hours after
knowledge! of the death. The burial must be 4t least 300 feet from any flowing
,s�Feam or public body of water.
Rendering at a rendering plant licensed under C,.S. 106-168.7
I �
�1 Complete incineration
❑ In the case of dead poultry only; placing in disposal pit of a size and design
approved by the Department of Agriculture
G Anng
y method which in the professional opinion of the State Veterinarian would
art o
make possible the salvage Pitten gaprovalof the dead sState eVe Veterinaut rian must mustlbe
human or; animal health. ( P
attached)
December 18. 1996

110
System Calibration
Information presented in manufacturer's charts are biased on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and compDnents wear. In particular,
pump wear tends to reduce operating pressure and tow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift,! and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity. I
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any numb, r of containers can be used to
collect flow and determine the application rate. Rai6 gauges work best because
they already have a graduated scale from which to lead the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross -Section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
i
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distancesi from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of they application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
I
!
I
I
"Reprinted for Certification Training for Operations of Animal Waste �nagement Systems Manual
I �
i
I
;v
AR 252019
y

Source
INSECTtONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause
BMP's to Minimize !Odor
(Liquid Systems)
Flush Gutters Accumulation of solids ()Flush system is designed and operated
sufficiently to re+e accumulated
soilds from gutter as designed.
() Remove bridging c�f accumulated solids at
discharges- `
Lagoons and Pits Crusted Solids (-rMaintain lagoons, !settling basins and
pits where pest breeding is apparent to
minimize the cru4ng of solids to a depth
of no more then �-S inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation ( 1-Oaintsin vegetatiWe control along banks of
Growth lagoons and other, impoundments to prevent
Site Specific Practices
accumulation of decaying vegetative matter
along water's edg# on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage {) Design, operate apd maintain feed systems (e.g.,
bunkers and trouOhs) to minimize the accumulation
of decaying wastage.
i () Clean up spillage .On a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
Animal Holding Areas
M
AMIC—November 11, 1996
Accumulations of animal wastes
and feed wastage
i
() Reduce moisture ccumulation within and around
immediate perimeIter of feed storage areas by
insuring drainage laway from site and/or providing
adequate containment (e.g., covered bin for .
brewer's grain acid similar high moisture grain
products). j
() Inspect for and rolmove or break up accumulated
solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along fences
and other locatio a where waste accumulates and
and disturbance y animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for end remove or break up accumulated
solids as needed!.

ory Manure Handling Accumulations of animal wastes () Remove spillage ory a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where man�re is loaded for land application
or disposal.
( ) Provide for adequaie drainage around manure stockpiles.
() Inspect for and ronjove or break up accumulated wastes
in filter stripes aro nd stockpiles and manure handling
areas as needed.
The issues checked (1 pertain to this operation. The landownerrintegraitor agrees to use sound judgment in applying
insect control measures as practical.
i
i
I certify the aforementioned insect control Best Management Practices !lave been reviewed with me.
3Landowner Sip ture)
For more information contact the Cooperative Extension Service, Depenmernt of Entomology, Box 7613. North Carolina State University. Raleigh, NC
27695-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause I BW to inimize Odor Site Specific Practices
Farmstead Swine production
Animal body
Floor surface
surfaces Dirtv
(-)'Vegetative or w oiled buffers;
(y Recommended bst management
pre es;
( ood judgment end common sense
animals ( ) Dry floors
i
Wet manure -covered floors (•Y'SI floors;
j starers locataover slotted floors;
() Feeders at high , nd of solid floors;
() Scrape manure ouildup from floors;
() Underfloor ventilation for drying
l
Manure collection pits Urine
Parital micorbial decomposition
i
Ventilation exhaust fans Volatile gases;
Dust
Indoor surfaces Dust
Flush tanks Agitation of recycled lagoon
liquid whiles tanks are filling
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Flush alleys
Agitation during wastewater
conveyanance
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Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
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Lift stations
Agitation during sump tank filling
and drawdown
I
Outside drain collection
Agitation i during wastewater
or !unction boxes
conveyance
End of drainpipes at lagoon Agitation during wastewater
Lagoon surfaces
Volatile gas emissions
Biological! mixing
Agitation';
I
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(,rFrequent manurl removes oy nusn,pn
recharge,or scrape
() Underfloor ventilation
( )•-Fan )ntenance;
i
( ) icient air movement
(,OT ashdown bet eon groups of animals
()Feed additives;
() Feeder covers; f
() Feed delivery dcfwnspout extenders to
feeder covers
i
O Flush tank covets
() Extend fill lines �o near bottom of
tanks with anti-oiphon vents
() Underfloor flush with underfloor
ventilation
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() Extend recherd lines to near bottom of
i
pits with anti-sii phon vents
() Sump tank co+s
( ) Box covers
() Extend discharge point of pipes
underneath lag§on liquid level
(doper lagoon liquid capacity
() Correct lagoon; startup procedures
i) Minimum surf ce area -to -volume ratio
() Minimum agita ion when pumping
() Mechanical as ation
( ) Proven ' 91 al additives
Irrigation sprinkler nozzles High pressure agitation l rrigate on dry�days with little or no wind
Wind draft () Minimum recoI mended operation pressure
() Pump intake near lagoon liquid surface
Pump from second -stage lagoon
AMOC—November 11, 1996

i
itorage tank or basin Partial microbial decomposition O Bottom or midlevel loading
surface Mixing while filling () Tank covers
Agitation whin emptying () Basin surface mat of solids
{) Proven biological $dditives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe qutlets underneath liquid
Mixing while'filling level j
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Agitation when emptying () Remove settled soids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
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() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas omissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
O Proven biological rdditives or oxidants
Dead animals Carcass
of carcasses
Dead animal disposal
Carcass decomposition
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
pits
Incinerators
Incomplete combustion
i
O Secondary stack burners
Standing water around
Improper drainage
Grade and landscape such that water drains
facilities
Microbial decomposition of
i
away from facilities
organic major
—Manure tracked onto public
Poorly maintained access roads
arm access road maintenance
oads from farm access
Available From:
Additional Information:
Swine Manure Management; 0200 RuleBMP Packet
Su-uounty renwn sww
NGxt
NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE) 128-88
Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Swine Production Facility Manure Management:
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 100-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet i
NCSU-BAE
NCSU-Swine Extension
Controlling Odors from Swine Buildings;PIH-33
NC Pork Produces Assoc
Environmental Assuranc Program: NPPC! Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Conference Proceedings
NCSU Agri Communications
Florida Cooperative Extension
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995
The issues checked { ) pertain to this operation. The landownerfinteorator agrees to use
I
sound judgment in applying
odor control measures as practical.
I
I certify the aforementioned od Ir control Best Managment Practices (lave been reviewed with me.
}
ndowner nature)
AMOC--November 11, 1996