820189_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources �PR
vlt1
Animal Waste Management Systems Rcdional (°pva� or'ra F9t1
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0189 Certificate Of Coverage Number:
2. Facility Name: J & B Farm
3. Landowner's Name (same as on the Waste Management Plan): Betty Honeycutt
4. Landowner's Mailing Address: PO Box 1916
City: Clinton State: NC
Telephone Number: 910-590-4762 Ext. E-mail:
5. Facility's Physical Address: 117 D H Ln
City: Turkey State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Joshua W. Coombs
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: ' Operations Type
Swine - Feeder to Finish
Oueradon Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Joshua W Coombs
910-299-4902 Ext.
Prestae Farms Inc
Phone No.: 910-990-7077
Allowable Count
2,940
AWS820189
Zip: 28329
Zip: 28393
OIC #: 989920
Dry Poultry
Other Tvoes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

ROY COOPER
Ca wncr
MIICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Dtr"ror
NORTH CAROLINA
Environmental Quality
February 27, 2019
Betty Honeycutt
J&BFarm
PO Box 1916
Clinton, NC 28329
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt :Hd .nc gov/abou i i n water -resource water- ualirv-regional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non-DischarLe General Permits. you must submit an application for
hermit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-DischaMe General Permit." The application form must be completed. signed and returned by April 3. 2019—
Please note that you must include one 11) com of the Certified Animal Waste Manaeement_ Plan tCAWMPI with the
completed and si_ned application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fay etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820189
Prestaae Farms Inc
Norti +Caro rta Deosrtro=r.tof E niror,ments Qua t ( D vsosi of Water Resourzes
�12 N. Sa shun• St. 11ASSS Ada ServD --of.ter I Ra a gh, North marts na 27£9?-14E,3e
m113.7:D7 a, 00

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1 'lhti
p,Built
l
f r15
� CI 7-2-1
73,094.00
J C,- L�
�73;196:00
Mail one one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bx the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: �y.1c t!J31c 5 Title: b,A.v_C�
Signature: 4.4 Date:
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 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
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.
El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
r
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted bythe 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 Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian, would make possible
D El the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date /
7
Date

Nutrient Management Plan For Animal Waste Utilization
03-14-2017
This plan has been prepared for:
J&BFarm
Josh Coombs
PO Box 612
Clinton, NC 28329
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, NC 28444
(91 D)38 --6456
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/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.
Sie (owner Date
Signature (manager 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: 3—
Technical. Specialist . Tguature Date
------------------ ------ .---------------------------------- ------------.....--------------------
776695 Database Version 31 Date Printed: 03-14-2017 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,725,380 gals/year by a 2,940
animal Swine Finishing Lagoon. Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6277
Incorporated
10780
Injected
11872
Irrigated
6823
Max -Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1 6,823
7200
-377
2,976,009
-150,629
------------------------- ---e - --- ----------source, . ----------------------------------------- -----------------------------------------------------
Note: In source ID, S means standard U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
776695 Database Version 3.1 Date Printed: 03-14-2017 Source Page 1 of i

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (L1)
Soil Series
Crop Sequence
RYE
JBF
Fl
17_54
17.54
N/A
Norfolk
Small Crain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
JBF
Fl(subA)
I.I
1.15
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
JBF
FI(subB)
1.05
1.05
N/A
jNorfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
JBF
F2
0.66
0.66
N/A
Wacram
Small Grain Over=d
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
JBF
F2(-bA)
0.50
0.50
N/A
Wagram
Small Train Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 20.90 20.90
LI
Potentiid L
Tefinierri Guidance -
_
u
Ai potential to contnbte to soluble
None
<
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
r— 10
soluble nutrient leaching below the root
one.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the roils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients. Sod Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such asFilter Strips (393) and
Riparian Forest Buffers (391)-
776695 Database Version 3.1 Date Printed 3/14/2017
PCs Page 1 of 1
NOTE: Symbol * means user entered data.

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,
Woeto Miiiwatinn Tahla
Veer 1
Tract
Field
Source
1D
Sail Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
itrogen
PA
Nutrient
Req'd
(lbs/A)
Comm,
Fert,
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
JBF
Fl
S7
Norfolk
17.54
17,54
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig,
50
19.01
0.00
350.31
0.00
JBF
F1
S7
Norfolk
17.54
17.54
Hybrid Bermudagrass Hay
6,5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
2,073.83
0.00
JBF
17100
S7
Norfolk
1.15
.1,15
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
[trig,
50
19.97
0.00
22.97
0.00
JBF
FI(subA)
S7
Norfolk
1.15
1.15
Hybrid Bermudagrass Hay
6.5 Tons
3/1.9/30
296
0
0
Irrig,
296
118.24
0.00
135.97
0.00
JBF
FI(subB)
S7
Norfolk
1,05
1.05
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig.
50
19.97
0.00
20,97
0.00
JBF
F1(subB)
S7
Norfolk
1.051
1,05
Hybrid Bermudagrass Hay
6,3 Tons
3/1.9/30
296
0
0
Irrig,
296
1.18.24
0.00
124.15
0.00
JBF
F2
57
Wagram
0.66
0.66
Small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
Irrig,
50
19.97
0.00
13,18
0,00
JBF
F2
S7
Wagram
0.66
0.66
Hybrid Bermudagrass Hay
53 Tons
3/1.9/30
269
0
0
Irrig,
269
107.45
0.00
70,92
0.00
JBF
F2(subA)
S7
Wagrarn
0.50
0.50
Small Grain. Overseed
IA Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
9.99
0.00
JBF
F2(subA)
S7
Wagrarn
0.50
0.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
770
Irrig.
269
I07.45
OAO
53.73
0.00
Total Applied,
1000 gallons
2,876.01
Total Produced, 1000 gallons
2,725.3K
,
Balance, 1000 gallons
-150,63
w"
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tans
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2, Symbol * means user entered data.
776695 Database Version 3.1 Date Printed: 3/14/2017 WUT Page 1 of I

The irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation 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 maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
soil. Series
Application Rate
(incheslhour)
Application Amount
("inches)
JBF
F1
Norfolk
0.50
1.0
JBF
Fl(subA)
Norfolk
0.50
1.0
JBF
F1(subB)
Norfolk
0.50
1.0
JBF
F2
Wagram
Wagmm
0.60
1.0
JBF
F2(subA)
0.60
1.0
776695 Database Version 3.1 Date Printed 3/14/2017 1AF Page 1 of 1
NOTE_ Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals 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. Ideally, effluent spray fields should not be
used for sludge application- If this is notpossible, 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.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN hate
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder Finish Lagoon Sludge - Standard
Com 120 bu
l50
13-16
36.86
73.71
110.57
Hay 6 ton R.Y.E.
300
26.32
18-43
36-86
55.29
an Soybe40 bu
160
14.04
34.55
69-11
103.66
------------------------------------------------------------------------- -------- ---------------------------- --
776695 Database Version 3.1 Date Printed: 03-14-2017 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined 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 and less than or equalto the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated -
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity_
Available Waste Storage Canncity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Stora-.t Ca )aci(Days)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
68
1
2
46
1
3
59
I
4
62
1
5
97
1
6
133
i
7
168
1
8
170
i
9
173
1
10
153
1
11
134
1
12
114
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------ -----------------
776695 Database Version 3-1 Date Printed: 03-14-2017 Capacity Page 1 of i

Required Specifications For Animal Waste Management
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 that 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 the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that 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. Wastee may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide 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 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)..
-------------------------------- - - --
776695 Database Version 3.1 Date Printed: 3/14/2017 Specification Pane i

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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste 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 Iagoon 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 swine waste from facilities sited on or after October 1.1995,
shall not be applied closer that 25 feet to perennial waters.
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.
------------------ --------------- _______
- -----------------------
776695 Database Version 3-1 Date Printed_ 3/142017 Specification Paac 2

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 at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. 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 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 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 mazimum
storage volume for waste storage ponds.
- --- ---
776695 Database Version 3.1 Hate Printed. 3/14/2017 SPecification Page 3

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 nutrient, unless other restrictions require
waste to be applied 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 approach excessive levels. pH shall be 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 for all other waste shall be maintained for five
(5) years-
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------- ----------------------------- - ---- --------------
776695 Database Version 3.1 Date Printed: 3/14/2017 Specification Pap-e 4

The following crop note applies to field(s): Fl, Fl(subA), Fl(subB)
Small Grain.: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30-, and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide'. Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1 /2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed. for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March -
The following crop note applies to field(s): F2, F2(subA)
Small Grain_ CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October I5-October 30-, and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till- Oats should be planted at 2 bushels/acre and
rye at 1-1 112 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time_ The remaining N should be applied during the months of February -March.
ppR 0 5 2019
-/'�i2tex tiYi
1iei®r,al C3pewationsSWuun
------- -- - -------------------------------------------------------------- --------- ------------------------- ---------------------
776695 Database Version 3.1 Date Printed: 03-14-2017 Crop Note Page 2 of 2

Crop Notes
The following crop note applies to field(s): F 1, F I (subA), F l (subB)
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
Da the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31- Cover sprigs l" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row_ Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced l' to 1.5' in row.
For broadeastldisked-in sprigs use about 60 bulac. Soil test for the amounts of lime, phosphorus,
potassium and nucronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July_ For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts -
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance_
The following crop note applies to field(s): F2, F2(subA)
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced l' to 1.5' in row.
For broadcasfildisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--- --------------------------------------------------------------------------------Note Page Database Version 3.1 Date Printed: 03-14-2017 Crope 1 of 2

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

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

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

OPI;!L-.TIO-?I &: N2AILLN-r—EN_- CE PLAN
P. 10-0e`' J�oen scud ma��.:.t s:-iould be a v�-round veior ty. It is al
i�rot s- mzrage levels so � you do not rave problems d mg =mde i r-�ny end
we.pe�o�_
34 t� s ,Qe should be available :n the Dori � periods wh= the
'e"e"'n- c" �3 rs dorrrmnt (such as wjnt..=tLMe for bed.-ud2��^cSS) or wttCi ii yr
i; jr Sqr-lg S€tCtal U u - i is--stmm S.=wa in #bLe SIIi =crm ,, `j=
�ISi �s� tic of PI= gmwti in the 72 r -Int n '1 - SJI3II�; ZT�ptT 3
2.1
ai waste '^' Z t purr shotsici De none wireaeve± the 12nd is dr3' e�totl�I to
receive 1-,-OWi?c=::?ri TmsWin. :, swrage smarms av�ale in the Iazgoaa for =mower:
pcxiods_ % th.- lase summe:lea-y � the IZggoon should.. be pung3ed down to tbelm
maw {s:�. -r�� T-I) to ailow ibr vn- i�r storage,- l vczy efoiz should be� to
m==17= tad h.-wn clo—to tine mmmurix liquid level- as long as the wcath=andwz=
boa -Dina wad allow iG
al p . -i tne l2 oon b2s =ac:-,r--j i3 n1aximu= st=c e t4 bed smrring to
does not I ve ioora nor storm,e'r ;ems waz pe
aging :.�tei wet :i
Ovez:fforr =a= the Izr*oon far any z--aeon exc.-Dt a. ?5-fir 24-hour smm is a - viol -=, of,
s'- law and -mme= to ve--ahv iron.
of a agoon involves the oiiow�n�-
0; 7- Cori-,= for the d2=-
esCw or emM- nQn �3n='-rrTr �_cy cs 2--- the :YICS coz nm veggc:.."ve
c3v s. UnZ Should be fa= T ez-- :, if Tie�;F�.., w
av `mous s-,=e_ The amount off 3. ^:� g-�iie<'I should be
: zs,--' Onaez- soils tes-- auc in the ever th.i it is nor =.-cuc al to onria
�, :.lr �o©TI ....utUG_.�.i�raiL :�'�(.'.. �tl�► iliitiii� �T���
Cdo=Ldd be f 6--si. vr_:h 800 pounds p awe Of io-i 1(3, or
�irC:�.nt•<
3'-sa am 'un= on e— e.�ad^��=-e= m Si: be cone 'Iris � b.
cone OY MQ�'�f Lac Aaz2 b"6�,-Tnc T (�grs � G CO O
�=.Md c ' should be done at: le2st one-- a year _and
-,Q � Iy tvd= iu Y � weather conditions a--;: sc j Is
rMavy ve; a 9MW ft.
NaTF-'- If v,'g-orr is coniroilby srrkving� the he`bic�de mils- not he aIla to en -
the• "-? n Sud--i chcmictc comd haul the bao*..... -Lin the moon d=
the was:-
1VIaiilr no~ insp=ons of the er.L:-- Iaaoon should be- made 6=in the initial �iag of
the ia„oaa d 4l� m monthly and aim tnaior rair,�eil and ==. events. it=s tt? be
cherkr--i should . c ude, as a mininn-Z, the zollowin
Rw - Pius, and Overfiow Pity 7 - _ _ loop rar-
Son or lours
� - a=ffnuimor, ef salts or ndn=al s_
"ter- OvemU c ondiion of pit =

�� rf�x.—ook f br,-.
undesk2b% gem - growth
faoamg Orkxigeci debris
Two 0
'F E t ! - Tt: liFfia i! i !
•■ i i i [tY / #,' V#. s � Et #i er_ftr _ - atf If -
'• a•� rst►-WA a�I -
'• �= •�ailtl ii - F. !`S1I tT.i i7 o f 'ft•i t t i1�it: tEEit F'--�-lft
n - f'i i:r F3iY_ t►^_ifFt: • - i+i#:.`I�.i f 1 1i �.. y
-•.� •FI i
�j !i - it _ fi tt ✓..tt� ' ! f { iir 3t'
Any a' th� ;b� Mate 14-2d tO =Scm 2nd wmjm=g ©r the dam: IEyaur�=ace h�S
any of tam, yes: Ym =tde call aa.n=;;Ira
YEF
Of a d_s- on may Fvicie a
te: i �- t�ureve:= a P,'maneat: saiutim safluld beAny
by ate
� saaaf dmn with 1jeavva uiamt is a
+Ef}{
t=== and should not be €on&jm= a
' Z20be- -}S—^. ^� for DF
1 PUM - O�QIi QL
FFI pumps
�QII7�TijS
- %- '0:: '_2'-'Ss �OOSe ;i�ss?w..'�. tiC ©i�'...r� i�iiIIl_i? _
II03s O� a s" r30is Oi VF�"x"r.'t�i 3IIQit"a�.� �VSj� TALC �i �_._.' is
�o's- '-ti3 IS iII nex or j
� � fs • �t�:t Y f i s- a �s•s:.i 3 s i�=it:li.�t -
!i W i - _ _ t E :iifiZ It •1i
i # ! x f3iftt._
r'3 f ! t f i �?#Li}=iF
' grit crtt...tf - �
v ! - i a it * - _ _ tt
!i VAR ail!
st � = ii! �-t
ii 3 +�lE t •-! f)t } fl iEt
St ft! • • t iE tI t■tt f _ -
t; iYi-I s ! t}3 f ' # EEff •\ ! ft: !
t t! ! �ti2f t'•on - • • _ ' i'it T. ' f-f•[ !
E'r. i w !
!if t7tT•t!E#t • an mavemmmy or 5 !
ttii _ S - de—agned I! ca=y1 3) -
a ss,• - (Suchas laii! Y. mnoff,, ♦ s i .3t2Y - iiii:d i itL
anti [rdlf7 lot rmo _ = s Si Your
'• iii and od= • .it-
:ratli = !.I it - aN S f The t ♦ t_ _
_{ i ! f i -
•f!
't E ' it i • t t E AWhich}
t� W !3 e. i if +1 ti !!i lili
liitf..'SYS= f ii m .Il t the ramfan tht hr, _
tshouldf!#.Ts ' ' f tt
.fef tt t i
2.
J. fidge
f i a t

Placdce ware~ cons...; :varion—minimize bttiIaing water use and
'tee from Ie�ng waterers, broken P1DeS and washdown through
PrOPer mamm-lance and water cone-.-auors_
Aflnimize feed w-suI-e and soiIlage by lag f j!ed= adjuster_ ?his
will sedttco the amount of solids e.nr',--jng tjj,= la�gocm
1&mtmn Loon iiamd level betwe= fhepcZMaU=jt
SWT;e.,e IeVd ad
the f uff teanoray S'j yy4ge IeveL
Plamvisiole mammy or stakes on tile-l2•oort 'Dank t0 show the
minimum liquid kid: and the mammum liquid lever (Flam 2-I),
StmiQ.tn
g of the =ffiAet possiole cats is based
the y�gAg Qff
nut=t reamreMMM and sail maisv=-_. so that tem=arY win be mzld� f0- the sur me r tht nderz-,mm SM=
�gm in the late s�nie:feariy fail to provide Sri. Spy'
e fbr the winm _ � - m
+Tliv la-yoo i licsuid :e:r"Ji .AW L Ti+rli%�.r be- \n►O�7y ^"-` Y
ih2n l root
point of the Lc.sst of mban me:jt. � Ls'. Dui;
• Jo not auu n t :e Ia=oon liquid levf ? to we, ;.haz the vemmOtt !:`J tintt'Ss YOU ae =OviIlg sludge_
andas .c mm- Onl the trod.. ezth the -
ar�_t?3�D� i.-Iles cS possible_
2=U`J..nt additjoP.S of bedcEn : pleS% Sytinges, Or Othe:a'Me2 QI�'
zor--gra=. 'R
into the j'C�_
r -Umtiy rs,.�ove solids iZoom catch L zm= c= =d of qmfinf==,- douses Or
Wn.uve- they a&-r
maintain st= vq-t-on, rodext, ana v2rMMr control near ia`,-
rJo not allow trees ar large bushes tO grow on lac-oon dam Or CnIt]at kMemi
-emove sludge --.DM the lagoon mtiei when the sludge
coacn
or before :t firr 50 P",=t of the .�na e:zzt '� is
smizge: volume.
IF allinl21;3roa ion is to be terminal--:, the owner IS
ob g and imaieme2dii resnonsinle for
pollutant dis. buge_ a closure -Dien to e:i�"ti eta the possiofifty of a
Sludge Removal_
Rarer Of lagoon sludge buildup cat be .-mduc-d by:

Proper 12groon -tzin„
• me; aanical solids seParrion of flushed wa•,_
giavZLv sling or:dusiied Waste'
midi: unng reed w-asM,-e solids ir. a.: �ropriatejy �gFt� 6asiII, Cr
+�-�•. �d Spillage_
'moon SIUCZ-­ that is =0ved aanmUy =the, th= store ivn-,, t=rt wt7i:
have more nutrients,
• !rave more odor, and
require more iaad to prosy use the nutrients_
Removal t -::zn Cs:
Mire a custom amAic ror.
the sludge ane Gaon liatzicl
putnD throuc2 _F-- a with a ciiorPer-a tayor
�-fC2 5t3i1 iazC0I_+Aiei:. Splilll�te; 3i' jL�OII 5y5"'n oAFA nec'iVojn
o Deewa=rth".
_ z_lagoon by ..-1i: doIjj onto neMty CMr n<
73criG' or IbMg lc%d� znd Sc�L a : haul
IIIASM—r the uppe­p -:-
,. of _an �rfoic¢eiand: dj gQnone nea v cmnlad �GZiaWiru :Qj
or t DECc_o? Z"rg�' Q
e*mi= #00r,-��udge sO `hlcz liquids can �c:n back C$e to aewt. �zal ci:spread-
2 W Su
OIItQ Citlz'Q o+ lvi& nteize sp=d
-OMPla
Oil inco=
R'"l-'M W of = e method. you :-:,.st ' tie
have sludee :.�r¢,..�
C� L . as you would Vol? � ' c' "a�*-'c1y2� � for w�';;.
nutnet and z e �l values � '�., von wate- : -The siudg� ;,yin contain aic- �-Wt
lirnited by wesa as liets� i"ne zzmii bait of she siuci�ae to c:as „,'� be
re3� - v- a L�42S wed :S cAy IJI@vIOUS was—, �DD2i ci�oIIS IO
aapicmon m will be disc-�:ssk: iri d: t=� T md�
�-t- in
KiheiZ i' "M vines s�ti ��
att=tion oy th-- Dumper r dzg YOU M= also Pay attez#iccm to rile i r-= W prevent — Close
you sti soil mat=��f ar me SYII }In �SIir- �` goon Iuie; �w�
r ' dismrb you
SMP ���� �m��Iy age not Fume un e�- rrat....i� U�� � sh�I,d
removed�hatt Iine� in rii you � st prat the sl
udge
possible. '' = liner is aanz�e fL �:.cl2:s-L be � as -soon as e
Sludge r..Movw f'om the a ..
than IziTuuie. v �� has a much iii�er phosnizori:s and -heavy
and m� ?� inkthis it sc�oa:ici umaahly see �piie i t€� :and with l me�i comet
C`t - by a sou 3tid Rhospnorus
EioSioil_ NOS i- test, inch -orz _,._to the sludge is :p hed to riei = u the G' ,3I of
should be Awed �y a< r^�ras eG'* ID the L5 wizsz very j':Igh sail-tesi phosphorm, it
wastes, a%`ys 'nave lagoon- Op removal Oi vlh--oharus. As with otz� Yoe sludge an2,yzed for its nutrjent: value.
The 817piita0r of sludge will inc..� the -�'� DI'"�=..�Ldon should be amour: of odor az -Ie ,waste �niic adcm sj�
could ins. �..5.. u't.. a uS `o ousts; ve the wind ct�.-:don and other conditions which
^- a - e CAnc..LP of ne;aR
.tTO:S.

Id=dfEed P-10biems should be care promptly_ It is duri- or'n_-mediatCly following a heavy rain_ r advisable to ias_t your wsrem
N'or
ue prone* solutions, consult with o .� assis ce is n to
. =p1 aM
OU, should
Yrerord the level
the level
s o��fAA)the l��a��+-;��� tOon he or to u min is n �`! �j a ei � T to V .ho= aft -,
tine min (aSSLt es thm
LiZ� �_'-_'f and
eve you are iaea of how mum our i _ is no pump- I•nis wit
Y lagoon kve. Il
(you must a_so be recording Yoe:sixii for this Fa w with a r�infalimouat
Ping i Mindon a plisattons oty} - flwiIItg this shoulul MD i2
have as inflow probleru from a ge_ IF Yoe rscecY, Ott ffiF
12�*DOII {IOm the suri+aunci� land- 3ii Ut E i�t �p- fiM the
IANVQ- Operation
Startup:
I- Immediately afmr con=Uction establish a cormleW sod cove` on bars scni
stu�ces to avoid =.non.
- mill new hgoon d=
waste loading o =tcnennt volume at i st half lull of wad boom
s ems, tin; care not to erode lint; : or bank slope.
-- - I3I zU9kn s Mro :he scan should have a ��nine n cm e
.."1G� of u`3e p tis�, ge near thte bo�or� Qf a -
%i3e I'silIlI�. la. in
SioWln_ tht EIIt�?lx�- v.-arter to ayoie �;Qs,_m of
"- W"e't Possible. b� 3oadinQ
bac'rz,'12I es,wr'" a iie`W goIIS :Zi i'�I- a SJIiIIg 13t i:,s�n
�+-+�' t (du. . LO waTilW weaiZC: _
�! � stume lagoon be s4... fie Zug sludge &OM g e
mn
+iaund voltun.._ in the amount of Q_25- of the 1 nip
:iis Z� oCv u at 3�-
addition of �w� should _ tzvo w =W to to
c:'O check oa the lagoon liquid p� pH
0�cultEzul Hine at the rare of 1 - �- If the b��r
�'� liquid volume pound pe: 1000 cubic feet of
utitiI the pH ryes above f _ Q_ Optimum lasooa itaua
pri is betwe ?_5 � 8_Q_ _
7. A darn color: lacy of ottuoliltg -�-
biotoa_*(aj ac�yi�- � os and =CCI SiVe odor signals
nstul�on with a teC:^nM2 s alt€ condifians �=,rSeason orFrvlonged periocis_ �ecaly � w,-,m
Loadhig:
The more fe ztae-Itly and repda3iv that: waste
lagoon v in �-�Cior�_ i7F�n water s to l oft, the be +he
911RU lum for=�..-ui7�7t_ 5 that wash waste mi-O Me moon sev� f3fies �22tY
and j me . [7Q ; i"._. r=e sys �ns= zz-z which one or ��ctre buuidtn�s aP ar4tnLi
reciza. ev y, also
wars werj. ,
APR 0 5 201Q
�ate�
Regionai ®perati()n-s ewon

OSS • - CaUSM Of t i !
ii
- t s e♦ t! 4 art - - of .. � - .ii- !
ofY_! ! �. !a ! ! +.:� i f`i/ ii - y!. tlrtit . f �.
vY. s.. !1! ! l3 f fi - f ! frt! ;3 !) V , • Y• r tS r .3€.a FI +� 3Fl of ist
.ti �t1 .SF ! Batt `f! i _«r r€f !f • ' f si-.a t �€f E!s!! ' V7 = •.3 i - .r t !1
E" €�+tti. !! i!! 37Y. 1 t to Y t`i3f _! is K i! i!if t -
i' t t ii >t+E[.i f ! f - • : itt •sr ! s+s. ! -
ty ! ! i f ! desip andEtiM
' t !;! f,:.,`f 7 t'-. ii3 - # ii i! • 13 i'i) w in i _if!
FOMM ltD f! tr' and t! _ at rui the r23
LinerintegdV�mvt=
f ! ti ! -
rtli «i 7Rti Y_illf: i IIt=!! • -
ft !lilt' y !. !-
=aart •sn liquid
�! the dam- f hu
= . s .. !i ri ti r i it can amiddy

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Site Specific Practices
Flush gutters
Lagoons and pits
Excessive vegetative
growth
Feeders
• Accumulation of solids
S
;' Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
o •er more than 30 percent of surface
Decaying vegetation Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
• Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Cl Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source _ Cause
Feed storage • Accumulations of feed O
BMPs to Control Insects Site Specific Practices
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g,, covered bin for
brewer's grain and similar high moisture grain
products)
0
Inspect for and remove or break up accumulated
-
solids in filter strips around feed storage s needed
Animal holding areas Accumulations of animal L71
_
Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
0
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed'
Dry manure handling Accumulations of animal D
Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; IS- to 30-day
interval during winter) where manure is loaded for
land application or disposal
CI
Provide for adequate drainage around manure
stockpiles
d
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613,
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor _ Site Specific Practices
Farmstead Swine production O Vegetative or wooded buffers
O commended best management practices
r�7' Good judgment and common sense
Animal body • Dirty manure -covered 0 Dry floors
surfaces animals
Floor surfaces ® Wet manure -covered floors Slotted .floors
GK' Waterers located over slotted floors
O Feeders at high end of solid floors
0 Scrape manure buildup from floors
. C7 Underfloor ventilation for drying
Manure collection e Urine Frequent manure removal by flush, pit recharge,
pits s Partial microbial or scrape
decomposition C7 Underfloor ventilation
Ventilation exhaust • Volatile gases CR Fan maintenance R
fans • Dust ®' Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals
© Feed additives
O ,Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon © Yitsh tank covers
liquid while tanks are filling CT' Extend fill lines to near bottom of tanks with
_ ai iti-sil_ hon. vents Flush alleys • Agitation during wastewater Underfloor flush with underfloor ventilation_
conveyance
AMOC - November 11, 1996, page 1

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

Swine Farm Waste Management Odor Control Checklist
Source Cause _ BMPs to Minimize Odor Site Specific Practices
Settling basin surface m Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition O Remove settled solids regularly
Manure, slurry, or
sludge spreader
outlets
Uncovered manure,
slurry, or sludge on
field surfaces
Dead animals
Dead animal disposal
pits
Incinerators
Standing water
around facilities
p Mixing while filling
• Agitation when emptying
* Agitation when spreading
• Volatile gas emissions
• Volatile gas emissions while
drying
D Soil injection of slurry/sludges
CI Wash residual manure from spreader after use
© Proven biological additives or oxidants
L7 Soil injection of slurry/sludges
CI Soil incorporation within 48 hours
CI Spread in thin uniform layers for rapid drying
Cl Pr ven biological additives or oxidants
• Carcass decomposition Proper disposition of carcasses
• Carcass decomposition CI Complete covering of carcasses in burial pits
© Proper location/construction of disposal pits
• Incomplete combustion CI S�Qondary stack burners
• Improper drainage
• Microbial decomposition of
organic matter
Grade and landscape such that water drains away
from facilities
Manure tracked onto • Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC - November 11. 1996. nage 3

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

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jody Combs
Address: PO Box 612
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
NiimhPr (arras)
Steil Tvn® Slone % Croo(s)
County: Sampson
Date: 08/11 /2003
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
1
17.54
WaB/NoA
<5
Bermuda
0.5
.5-1
Pulls 1-6
2
0.66
WaB
<5
Bermuda
0.6
.5-1
Pull
3
4.91
WaB
<5
Bermuda
0.6
.5-1
Pull8,9

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2.5" IrriFrance Traveler
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
lJ.d--d- wh 141-1-N /In/hr 1 %A11e*htfF N I cnnth/ftl tfPPtl (InrhPsl at Gun(nsi) at reel(osi) Pattern Comments - Acres per pull
F1,H1
F1,H2
1.43
1.43
0.35
0.35
215
180
455
568
250
250
0.895
0.895
50
50
95
95
330
330
3.18
3.17
F1,H3
F1,H4
F1,H5
1.43
1.43
1.43
0.35
0.35
0.35
180
180
180
568
520
410
250
250
250
0,895
0.895
1 0.895
50
50
50
95
95
95
330
330
330
3.17
2.97
2.51
F1,H6
1.71
0.48
200
398
250
0.895
50
95
220
2.65
F2,H7
1.71
0.48
145
53
250
0.895
50
95
220
0.66
F3,H8
1.43
0.35
215
325
250
0.895
50
95
330
2.53
F3,H9
1.43
0.35
215
292
250
0.895
50
95
330
2.37

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
_
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
120
Operating Pressure at Pump (psi)
113.6
Design Precipitation Rate (inlhr)
0.29
Hose Length (feet)
820
)0000000C
Type of Speed Compensation
Mechanical
xxxxx OOC
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq. ft.)
90 degree bend
Dead End
Tee _
Gate Valve
45 degree bend
Page 1

Sheets
IRRIGATION SYSTEM DESI R
Name: Kraig Westerbeek '
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes,
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This is a 'wetted acreage determination' for an existing system. Farm utilizes a 2.5" IrriFrance Traveller
for all pulls. Pulls 4,5, and 6 should be accomplished by using above ground aluminum piping or may be
permanently installed with dry hydrants and 4" Class 200 PVC.
Producer is familiar with the operation of the equipment used.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.895 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
120 gpm
Wetted Diameter:
250 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 175 feet
Actual Spacing (feet): 180 feet
Actual Spacing (%): 72 %
Applicat Rate
Application Rate =(96.3xFlowratex(3.1415x(.9xradius)squared)
Design App. Rate = 0.29 in/hr
300 degree arc = 0.35 in/hr
220 degree arc = 0.48 in/hr
180 degree arc = 0.58 in/hr
Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.43 ft/min
220 degree arc =
1.71 ft/min
180 degree arc =
2.85 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.*"
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 3.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 8
Total distance: 2500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.81 feet/100 feet
Max. Mainline Loss = 20.2 feet or 8.8 psi
Totai Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.2 psi
Mainline loss: 8.8 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.4 psi
TOTAL(TDH) = 113.6 psi or 262.3 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency: %
orsepower Required: #DIV/01 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: feet
Soil Bearing Strength: feet
End Cap: #DIV/0! ft2
90 degree elbow: #DIV/0! ft2
Tee: #DIV/01 ft2
45 degree elbow: #DIV/0! ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 113.6 psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Net Positive Suction Head Check
NPSHA:
NPSHR: "from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

wl
L
�41g 6
� F 2
I
800 0 aw 1 2400 lFt

Sheetl
v
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jody Combs
Address: PO Box 612
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Solt Tvoe Slooe % Croo(s)
County: Sampson
Date. 08/11 /2003
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
lln/hr)
(inches) Comments
1
17.54
WaB/NoA
<5
Bermuda
0.5
.5-1
Pulls 1-6
2
0.66
WaB
<5
Bermuda
0.6
.5-1
Pull
3
4.91
WaB
<5
Bermuda
0.6
.5-1
Pull8,9

Sheet2
TABLE 2 - Travelling irrigation Gun Settings
Make, Model and Type of Equipment: 2.5" IrriFrance Traveler
Field No.
Travel
Application
TRAVEL LANE
Wetted
Nozzle
Operating
Operating
and
Speed
Rate
Effective Effective
Diameter
Diameter
Pressure
Pressure Arc
Hydrant No.
(ft/min)
(in/hr.)
Width(ft.) Length(ft)
(feet)
(Inches)
at Gun(psi)
at reel(psi) Pattern Comments - Acres per pull
F1.,H1
1.43
0.35
215
455
250
0.895
50
95
330
3.18
F1,H2
1.43
0,35
180
568
250
0.895
50
95
330
3,17
F1,H3
1,43
0.35
180
568
250
0.895
50
95
330
3.17
F1,114•,
1.43
035
180
520
250
01895
50
95
330
U7
F1,145
1.43
0.35
180
410
250
1 0,895
50
95
330
2.51
F1,H6
1,71
0.48
200
398
250
0.895
50
95
220
2.55
F2,H7
1.71
0.48
145
53
250
0.895
50
95
220
0.66
F3,H8
1,43
0.35
215
325
250
0.895
50
95
330
2.53
F3,H9
1.43
0.35
215
292
250
0.895
50
95
330
2.37

Sheet5
IRRIGATION SYSTEM DESI R
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. , Manufacturer's specifications for the Irrigation pump, traveler and sprinkler{s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This Is a'wetted acreage determination' for an existing system. Farm utilizes a 2.5" IrriFrance Traveller
for all pulls. Pulls 4,5, and 6 should be accomplished by using above ground aluminum piping, or may be
permanently installed with dry hydrants and 4" Class 200 PVC.
Producer is familiar with the operation of the equipment used.

Sheet4
TABLE 4 - irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Row Rate of Sprinkler (gpm)
120
Operating Pressure at Pump (psi)
113.6
Design Precipitation Rate (in/hr)
029
Hose Length (feet)
820
xxxxxx x
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq. ft.)
90 degree bend
Dead End
Tee
Gate Valve
45 degree bend
Page 1

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.895 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
120 gpm
Wetted Diameter:
250 feet
Lane Sl2acinygs
Desired Spacing (%): 70 %
Design Spacing(feet): 175 feet
Actual Spacing (feet): 180 'Feet
Actual Spacing (%): 72 %
"plicationR
Application Rate =(96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate = 0.29 in/hr
300 degree arc = 0.35 in/hr
220 degree arc = 0.48 in/hr
180 degree arc = 0.58 in/hr
Traveller Sneed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree arc = 1.43 ft/min
220 degree arc = 1.71 ft/min
180 degree arc = 2.85 ft/min
Mainline Velocity
Velocity = A08 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 3.06 ft/sec.
Page 1

Sheet8
ACREAGE CALCULATIONS
Pull_
1
2
3
4
5
Width
215
180
180
180
180
jLena#h
455
568
568
520
410
Start End
0.61
0.46
0.46
0.46
0.46
StopEnd_
0.42
0.36
0.36
0.36
0.36
Pull Acres•Field
#
1
Field Acres
3.18
3.17
3.17
2.97
2.51
17.54
6
200
398
0.51
0.21
2.55
7
145
215
215
53
325
292
0.29
0.51
0.51
0.19
0.42
0.42
0.66
2.53
2.37
2
3
0.66
4.91
23.10
8
9
1
s
Page i

Sheet8
Page 1

igmt n .m;=, l
NPSHR:
NPSHR: *from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

Sheet?
Maximum Mainline Fricti n o
Most distant hydrant: 8
Total distance: 2500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.81 feet/100 feet
Max. Mainline Loss = 20.2 feet or 8.8 nsi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.2 psi
Mainline loss: 8.8 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.4 psi
TOTAL(TDH) = 113.6 psi or 262.3 feet
Hors-- ower R wined
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency: %
orsepower Required: #DIV/O! Hp
Thrust Bfockina
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: feet
Soil Bearing Strength: feet
End Cap: #DIV/0! ft2
90 degree elbow: #DIV/O! ft2
Tee: #DIV/01 ft2
45 degree elbow: #DIV/0! ft2
Pipe Pressure Rating Cheek
Pressure mating of Pipe to be Used: psi
Max. Pressure on system when running: 113.6 psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

,+ i
j�•r� •.►�� p

20. 1 A c.
IV
Plump
n
BUILD,

'
�AME: D & K FARMS "
COUNTY: SAMPSON
TYPE 8PERATION: 2940 FIN�SH
TO�AL REQUIRED
VOLUME
579636
CU FT
TOTAL DESIGN V�LUME
AVAILABLE
587631
CV FT
ESTIMATED:
VOLUME OF LAGOON
EXCAVATION
166�1
CU YD8
T[�AL EXCAVATION 16671 C� YDS
�OLUME OF PAD ''IL�
76q1 CU YDS
586l CU YDS
TOTAL FILL �3552 CU YDS
--------
CUT -
* ESTIMwTE
FILL
OF
RATIO
CLAY
LI��R
1.23
FROM
G'-2.5' 107 CU YDS
4

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FaA Wa8
Va6
+
In
GOA
OrA
GOA
NoA
NaB w
1 Wa8
Was
'v
�1
-71
U / -
L Nos f Go
fir: .s NoA Y' NqA
910
o + O
Nog rA
NOB Npg C
SAMPSON COUNTY, NORTH CAROLINA NO. 10
NAf
Wa8
rice
Feet
—meters
Fz

WASTE UTILIZATION pLAN
FOR
ROY HORNE
RT 1
TURKEY NC 28393
October 28 1993
Your animal waste utilization plan has been specifically
developed for your 2940 FEEDER TO FINISH
The plan is based on the soil types, crops to beSWINE grown, and ion.
method of application for your particular operation. The waste
must be land applied at a specified rate to
of surface and/or prevent pollution
/ groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the .method of application.. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop
reduce the potential for pollution, waste shoudpbeaappl�edatd
a growing crop or not more than 30 days prior to planting -
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF TONS WASTE.PER TONS WASTE
ANIMALS TYPE OF ANIMALS 1000 ANIMALS PER YEAR
2940 FFEEDER TO FINISH 3700 10878
--------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
TRACT
---------
FIELD
-------
SOIL
------
ACRES
-------
-------------------------------
CROP CROPCODE
-------------------------------
8023
----------------------------------------------------------------------------
2
NoA
--------
22.6 HYBRID BERMUDAGRASS HAY BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------=-----------
CROP SOIL YIELD UNITS TOTAL NJ *TOTAL P *TOTAL K
HYBRID BERMUDAGRASS HAY NoA 6 TONS 300 0 140 - 160
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
-----------------------------------------------
CROP WASTE APPLTYPE WASTE N COMM NMONTHS TO APPLY
TRACT FIELD CODE METHOD WASTE I LB/AC LB/AC ANIMAL WASTE
------ -------------------
8023 2 BH IRRIGATE SWINE 300 t APRIL TO OCT
------------------------------------------------------------------------------

The -.acres, crops, and application method shown in the preceding tables will
accommodate approximately 2947.8 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in -fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: 6, Title 5
VY
Concurred in by: Date
4o—dZr

U.S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County S rN F5ao
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• _� Est. .E ev. st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: Flood Plain Flood Plain
Ft. Ft. % Ft. Ft.
2-op - - : CROP LRAM
2
s
3 ;
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach S„D SAIL pf� n—r- STRUC-M� WILL NnT
n A W Li T A
uN 1 Y11►L -r [
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) c�
Dam Classification (I, II, III, IV, V)
Concurred By
name
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date / I — q 9 3
Date

Cem II ` f :3 j,,r �•.a�i �f
cem
-:C2tq^�
Ch
Jit
it
it
a hem
it
IN
it
,Cem
it
Six RVA-1
It
it
550
150 153 i1
15
156 r5219013
�_��� .`��\ 1911' . ,,� '� i a v. • c
A.
;r
C� _ i ::Cem
1910
142
31
i` C _
All
154 12' 30' 755 ` 156 fROSE HILL 1:62 500) '58
53631
SCALE 1:24 000
* _ - 1 MILE
MN i0.0 0 'We 2000 30GO 4000 5000 6000 7000 FEET
GN t
0 1 KILOMETER
98 KILS, __137' CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
n ;RID A 1975 MAGNETIC NORTH
---L!NATIO AT CENTER OF SHEET
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST

!fv' 5-70 y SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
• !
WATERSHED AREA MEASUREMEM
• i -ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND C S
SKErTCH OF PROPOSED POND ! WRINGS 1
Locate reference point *m amier line of dam and Identify an skekh.
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NONE
■
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�
H FARMS County: SAMPSON Date: 10/25/93
DORIS DIXON &ROY HOR�E'
nistance ro nearest residence (other than awnerk 1200.0 feet
. STEADY STATE LIVE WRIWT
0 sows (fafrow to finish) x 1417 lbs. = 0 1bs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2940 head (f1n1sh1ng only) x 135 lbs. = 396900 lbs
0 sows (farrow to wean) x 433 lbs. = 0 16s
0 head (wean to feeder) x 30 lbs. = 8 lbs
TITAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 1bs
.' MINIMUM nECTUIRED n=EMTMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF)/lb, SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. GSLW
Volume = 396900 cubic feet
7 STORAGE VOLUME FOR SLUDGE ACCUMULATIO��
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE GLUDGE
''. TOTAL ]ESIGN VOLUME AS NEEDED.
Inside zop length 340.0 feet ; Inside top width 215.0 feet
Tcp of dike a+ elevatio� 52.0 feet
�/ `nside ^
F�eeboard «1 0 feet ; Side slopes 3 O : 1 ( la o
" ^ - g on)
Tozal design lagoon liquid level at elevation 51.0 feet
Bottum of lannnn e1pvx+i,`: 40'0 +n=+
oeasonai ni{
Total design vuIume using prismoidal formula
SS/BN}1 SE/END2 SS/SIDE1SS/SICF2 LENOTH WIDTH DEPTH
310 3,0 3.0 3 0 334.0 209 0 11.00
AREA OF TOP
LENGTH x WIDTH =
334.0 209.0
AREA OF BOTTOM
LENGTH * WIDTH =
268.0 143.0
WS06 AREA OF TOP)
30324 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH it WIDTH * 4
301.0 176.0 211904 (AREA OF MIDSECTION * 4)
�~� '������ '���������
�u ��. = �*���* �u� + (+�����+ y�1���[T��N) + AREA BOTTOM] * DEPTH/6
69806.0 211904.0 38324.0 1./

'^ TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
lagoon (top of dike)
L��gth 6 �1d�� �
73350.0 square feet
Buildings (roof and ]ot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 73350 0 square feV-
Desigr temporary storage period to bc 180 daYs.
. Voiume of waste produced
Approx mate daily oroduction of manure in CF/LB SSLW 0.00136
Volume = 396900 Lbs. SSLW * EF of Waste/Lb'/Day 1 183 days
Volume = 97161 cubic feet
�B V.lume of wash yater .
This is the aoount nfresh oater used for washing floors or volume
of iresh wator used for c fIush system. Flush systems,that recirculaM.
tte Lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
oar CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excsss of evaporation
Use period 3f time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per fow
VoIwme = 42787.5 cubic feet

� Volume of 25 year , 24 hour storm
Volume
= 7,0 inches /
12 inches
Der foot *
DA
Volume = 427875 cubic feet
TOTAL REQUIRED TEMPORARY STORRGE
5*. 97161
cubic fo��
58. 0
cubic feet
5C 42788
5D. 42788
cubic feet
TOTAL 182736
cubic feet
cubic feet
S��MAR«
Total required volume
579636
cubic feet
Total design
volume avail.
586729
cubic feet
Min. req.
treatmont volume
plus sludge
accumulaticxl
396900 cubic f
At elev.
A8. feet Volume
397699
cubic feet
(ynd
Total design
vnlume less Kyr-24hr
storm
is 543942 cubic
feat
pt lev.
50.3 feet Volume
;
is
538,59 cubic feet
(start pumpirp�
Seasonal
high water table elevation
39.5 feet
,
7 DESIGNED BY:
J6�.�'
APPROVED
BY: �����
4m�ma,°c
�0�
y�
�
�p'� �"-.5
DATE: I]~~
A8TE; SEE ATTACHED WASTE UTILIZATION PLAN
COM�1ENT5�

SEEDING RECOMMENDATIOi-�4S
_______________________
AREA TO BESEEDED:2 0 ACRES
USE THE SEED MIXTURE 1NDICATED;
0
LBS.
FESCUE GRASS @
60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS
SEEDING DATES:
SEPTEMBER 15 TO NOVEM3ER 30
0
LBS.
'PENSACOLA'BAHIA
GRASS @ 60 LBS./ACRE
!SEE FOOTNOTE NC.
1)
SEEDING DPTES:
MARCH 15 TO JUNE 30
16
LBS.
HULLED BERMUDA
GRASS
@ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDIN6 DATESo
APRIL 1 TO JULY 31.
60
LBS.
RYE EfhAIm @3C
LBS./ACRE (NURSERY FOR FESCUE)
0
LBS.
RYE GRASS @ 40
LBS./ACRE (TEMPORARY VEGETATION-,
SEEDING DATES:
DECEMBER 1 TO MARCH
30
APPLY THE ���LOWINS:
2000 '_BS. OF 10-10-10 FERTILIZER 11000 LC5,/9CRE)
200 SALES OF SMALL
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING
(�LL I}ISTL��ED AREA IMMEDIATELY AFTER EARTH MOVING IS CO�MPLETED
APPLY �_IME AND cERTILIZER THEN DISK TO PREPARE A 3 TO /�INCH ^
GMOO�H SEE���DApPLy SEED AND FIRM SEEDBED WITH A ~`ULTIPACKER
OR GM lILAR EQU�PNENT. ApPLY MUL-CH A�D SECURE WITH AMULC��
Af!CHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN
BERMUDA GRASS. WHEN UGING BAHIA, IT IS jAT 8
LBS./ACRE OF BE INCoJ--D TO PR{�VIDE CCVER
|JNTIL BAHIAGRASS 15 ESTABLISHED -

GH-A/r-1.44
CROSS-SECTION DATA
QUANTITY CALCULATIO�S
Prepared for
US Deportment of Agriculture
601l CoAser`/atiOn Ser;i[s
SAMPSCN County, North Carolina
Designer ` GLENN CLIFTON
Date, 10y25/q3 Checker
Job Number 301 Date �-------
LAGO8M CAPACITY
TEMPLATE DATA:
8egLnnino Elevation = 40
Beginning Station = 289 .f
2B9+.5 to 490+.5 C\3[2_20I/3
0.00000 it/It
5ECTIOK NU�BE�
�en r 11ne Station 289+.5
W[;INAL DATA;
0.0 / 51.0 300.0 / 51.0
' ION NUMBER 2
Centerline Station 4900.5
O9ININAL DATA:
O_0 51.0 300.0

US Depart«xent bfAgricultur�
Soil ConservAt��n Cl
uu�NTITY CALCULATIONS
prepared for
i�
N����
Dssjgn��r � GLENM
CLI�T�N
Date : 10/25/q3
Checker
Job Number 301
Date
-
*******$*�***$*�*�***Y***�*�
LAGOON CAPAClTY
Bot
� x* EXCAVAT
Lefc �i�h� Off_C|
'
�L Dis�
ON *� �
*� FILL
**
��idt SS SS f�
Volume
Are*
Vo�ums
Sta 'ft>
(Area
289+.�
2O1
^
00
^
,
490+
.
0.0
�«) 3.2-5'9
'���$��' 3
2-' 7C-~+. x 2-7 R -7 ����� _U. pr. �*AI t-,AS Lff

' DH-Vpr'�.44
^
US Department of Agriculture
SWI Conservation
, CROSS-SECTION DATA
GURNTITY CALCULATIONS
pre�ared for
FZ
SAMPSON County, Noru, Carolina
Designer : GLENN CLIFT8N
Checker
Date : 10/25
Date
Job Number 302
LASOON CAPACITY
TEMPLATE DATA
Winn1n9 Elevation = 40
Beginning Station = 470+.5
490+'5 to 525+.5 C\3CL13G/3 0.00000 it/ft
ZECTION NUMBER 1
Centerline Station 490+.5
ORIGINAL DATA:
C 0 / 51.0 300 0 / 51 O
Centerline Station 525+.5
OR13INAL DATA:
C.0 / 51.0 300.0 / 51 0

US Department of Agriculture
Soil Conserva'ion Service
PLANNE
QUANTITY CALCULATIONS
prepared for
Designer :
GLENN
GAMPSgN
Cmu,ty,
CLIFTON
Morth
Caro i:a
'Checker
Date
10/23/93
Job
Number
302
Da�e
—�—�----------
LAGOON
CAPACIT�
*x EXCAVATION A
' **
FILL Q*
OW
LeM
Wit
f-CL
| CL
Dist
Area Volume
| Area
Vnlume
Width
SS
,
(ft)
Sta
M)
SqFt) QCu Yds)
wept)
(Cu,Yds
.
.
13a
3 1
30
46.0
.
490�
,
0.0
138
30
01
46.0
.
! 525*.5
35
2438.3
' 3.0

US Department of Agricuiture
Sol! Conservation Service
`
CROSS-SECTION DATA
2UANTITY CALCULATIONS
prepared for
13 K1 ^=��������
zr
S4IPS051 Ccunty, morth Carol n�
Designer GLENN CLIFTON Checker
'/ate 10/25/93 --'--'-------------
Date
Job Number 303 ------------------
LAGOON EXCAVATION
TEMPLATE DATA'
Baginninq Elevatfon = 4O
Beginninq Station = 2+90
2+90 no 3+00 U\3CL268/3 0.00000 ft/ft
loco to 4+00 C\3CL190/3 0.00000 ft/ft
C\3CW50/3 0.00000 ft/f�
�+00 to WWI,C\3CL15O/3 0.000% ft/ft
CECT ON M!}MBER 2
wenterline Staoion 2+90
' TGINAL D�\T.l�
52.2 200.0 / 9.8 300.0 / 46.2 37O,0 '' 43
RECTION NUMBER 2
Centerline Station 4+0O
ORTGINAL n 4:
100.! / 49.9 200.0 / 17.5 300 0 / 44.0 320.0 / 43
`�CTIJN ��'wnF
Uencerline Station 5+04
O0IG NAL DATA:
0.0 / 49 2 100.0 / 48.0 200.0 / 45.2 260.0
TIOM 4
C*a'�erIine station 5+20
8R GIN4L DATA:
�. / 49.0 100.0 1 47.8 200.0 / 45'0 260.0 / 43.6

US Departm�nt of Agricul�ure
Soil Conservation Service
PLANNE�
OUANTITY CALCULAT`ONS
prepared for
Designer
SAKPSON
GLENN
Coun+v
CLIFTO�
North Caro
ina
[hecker
Job Nua:ber
3�3
Date
-- --
i-AGOON EX[AVATION
Vo�kume
Area yolume
1�0 �:1 3 1
46.0
100
5+00
'
1244 2
l57�3 7
.
0 0
.0
APR Oi5�n�\

' VS. DEPARTMENT W. ;AGRICULTURE
S?i�Conservation Service
EARTH� R'K COMPU-rATION SHEET
NA�E: D & H FARMS
SE.'LEu
TOP' DIKE
ELEVATION
52.0
TYPE EARTHWORK:
X Dike
SS
12'_Top:
_3:1_
_ ___Eycav:
STATION
ELEV,
FILL
END AREA
SUM OF
DISTANCE
5RUUND
EIGHT
Qq. Ft./
END AREAS
(feet)
----------------------------------------------------------
0
30
52.0
51'5
0,0
0'5
0.00
6'15
6'75
30'0o
130
49.2
2 8
57.12
63'S7
100.00
216
46.8
5.2
143.52
200.64
86.00
311
46,7
5.1
139.23
282.75
95.00
416
45.0
7.0
231.00
442
44.7
7.3
247,47
370.23
478.47
105.00
26,00
507
44.9
7.1
236.43
4B3.90
65.00
567
44.0
8.0
288.00
524.43
60.00
717
44.5
7.
258.75
546.75
150.0C
773
46.9
5.
139.23
397.98
56.0()
873
50.4
1.6
26.8G
166.11
100.00
943
52.0
0.0
11.0O
26.88
70.00
Double \/o ume of Fi l =
. Volume 01 fill (line 1/27
3 Allowance for seMement(10%:=
4. ' tal Cubic Me (2 + 3)) �
Cumputed by:
Date: 10/29/93
Checked by:
-----
o4�-o
143965.7 Cu. Ft.
5328.4 Cu. Yd.
532.8 Cu. Yd.
NC-E�G-12
Rev 6/82
Pad
DOUBLE"
VOLUME
---------- _
20c
6387
L725�-"
Z6862
12440
31454
31466
82013
22287
166M
1882

- _
-i JZ,

U. S. DEPARTMENT OF AGRICULTURE
Sail Conservation Service
EARTHWORK COMPUTATION SHEET
EARTH EMBANLXENT
Name c N t-ARMS rpAb C0MAuTpTo,1$ '
Address
Embankment: Top Width Side Slopes
NC-ENG-12
Rev. 5/82
STATION
FILL
HEIGHT
(Feet)
END AREA
(Sq.Ft.)
SUM OF
END AREAS
(Sq.Ft.)
DISTANCE
(Feet)
DOUBLE
VOLUME
(.Cu.Ft.)
zo
3y9
'�5
C.
4-7970
65
-7 17
� {o-$D
35
588 0 0
44
1983
1 a°
1 983 oo
0 0
/oZa
�pZ i
1 S
3 1 0 �S
2 2. 6 2-
3 5
-7 9 17 0
zso
,
4-)5 3aS
1. Double Volume of Fill + 2 2O-7G53 Cu. Ft.
2. Volume of embankment fill. (line 1 * 27) -74,41 Cu. Yds.
3. Allowance for settlement (5 or 10% of line 2) Cu. Yds.
4. Total cubic yards (line 2 + line 3) = Cu. Yds.

U. S. DElARM10 OF ABRICULILEg VC-flat-40
Snit Came"ation sarvir* _ Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM: 'D E P FA R ntis -Date: I o / z s / 93
County: SAmPsOn
Address:
-k 'SEE toPo Fait M97ASU MLYATS
it CE supe • YO I
5- 1 . Avg. TOP BLEY.
A_ a a / / 1
`fD 0 T
Avg. SOTTOM ELET+. !
r !
SSa brek fw vahm oaLmdaticm)
Qt.
Use of facility: WASTE TREaTrHEn-r LA Goan
Capacity: 955� a lava 5" 7 6.3 ! Ft3
Soil Type: was
Bench Mark Deacr pt on nA« 11r\.. CAERR� _i 'C L�_ ATe�Scaure
F STATion A -f +a o
Bottom x
Normal Liquid Level
Storage for normal Precip.
Kaximm Liquid Le"i
25 yr. Storm Storage
Crest BSW-
Max. Float Depth
Fraaboard
Top of Dam
$leV.
51-4. o
81QV .
0.3
(+)
Ft.
E1ev.
so;
t+)
Ft.
Ft.
ffitY.
.o

i), e k{ FA R ,+" 5
SO4PS©n CO.
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building Top Width )2•'
Settled Top Elevation 52.0
=rya PAU 3EGin irA
OUT
t,ET PIPE ELEV. 5D 3
Pit 1: SS 3 : I SS 3: I
TREATMENT
LAGOON
Depth
Pipe (Needs to be adequately
supported)
Bottom 19levati.on 40•0
SS

s TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL --CLAY LINER
+ 1 FOOT THICK CLAY LINER
FILL 1 (MINIMUM)
AVERAGE GROUND
VARIABLE l EXCAVATE THIS AREA AND_
SANDY MATERIAL BACKFILL WITH'CLAY
NO CLAY
1 FOOT THICK
CLAY LINER
EXCAVATE
SANDY CLAY -CLAY
0
'Simi -Furl CO.
I ����AVERAGE GROUND
f VARIABLE SANDY MATERIAL
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAV EXCAVATION DUE TO LINER:
1150
AVERAGE DEPTH TO CLAY 2. 5 X .1 FOOT THICK X DISTANCE ;.S a `.> CUBIC FEET = / 0 7 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS.
fA

. ^ OPERATION AND MAINTENANCE PLAN
`This lagoon is designed for waste treatment (permanenr storage> with
min. odcr control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soiI conditions
flushing oporations, ano the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated voiume
based on: 1) waste frcm. animals3 2) excess rainfall after svaporation;
and 3> the largest 24 hour (one day) rainfall that occurs on the
avcrage of o:ce every 25 years. The volume of waste generated from
a jiven :umber of enisa}e wilj be fairly constant throughout the year
and from Year to year. This estimate is h,sed on 7 inche,
rcinfall which is aqua? to or exceeds the highest 6 months zxcess Q!
� year. The average annual excess raimfall is approximately 8 inches
Therefore, an average of G inches of excess rainfall will need to be
^
pumped sach year. The 25 year rainfall will not be a factor to consider
in an annual pumping cvcle, but this storage volume must always be
available. A maximum elevation is determined in each design to be~in
p�mp1ng and this is usually the outlet iovert of pipe(�) from �
buil�ing(s). Jf the out!et Me is not installed on the elevation to
begin pumping, a permanent marker must be installed on tnis elevation
to i"cate when pumping should begin. A: elevation must be established
to sM pumping to maintanin minimum treatment depth (6 feet).
Pumping can be started or stopPed at any time between thesetwo
elevations For operating convenience as site conditions permit such as`
weathsr, 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. Methocs of application include solid set,
center Pivot, guns, and trav'eling gun irrigation. Care should be
taken when applying waste to prevent �amage tc� crops
The following Lams are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
cha,ged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the
waste entering the lagoon thereby reducinq odors. SoIids-shoul� be
covered with effluent at all times. When precharging is complet~
flush buildings with recycled lagoon 1iouid. Fresh water should
=not
be used for flushing after iniLial �illing.
2. The attached waste utilization plan shall be followed. This.
plan recbmmends sampling and testing of waste (see attachment)
before land appl1catioo.
S. Begin pump -out of the lagocn whsr fluid level reaches eleva-
tion 50.3 as marked �
. y permanent marker Stop pump -out wLme;-,
the fluid level reaches elevation 48.1 or before the fluid depth is
less than feet deep (this prevents the loss of favora6ze
bacteria). The design temporary storage, �ess25 year storm
is 139949 cubic feet or 1046816 ll
volume will vary considerabl f gallons. As stated before, �his
from year to year.

z�. `'he recomnynded maximum amount tu app y per irrigation is
, (1) inch and the recommended maximum application rate is 0.3
incp per hour.
`5. Keep vegetation un the embankment and areas agjacent to the
lagoon mowel annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas o' areas damaqed by rodents and
establish in vegetation.
7, All surface runcff is to be diverted from the lagoon to stable
o;tletn.
S. Keep a minimum of 25 feet of C7ass vegetated buffs,r cr.u.d
waste utilization fields adjacent to perennial streams. Waste will
no! be applied in open ditches. Do not pump within 200 feet at a
resi�ence or within 100 feet of a we?l.
9. Thu
Clean Water Act of 1977 prohibits
the discharge of
pollutants
into waters of the United
States.
The Department of
Vnvtronmen&
Health, and Natural Resources,
Division of Environ-
mental
Management, has the responsibility
for
enforcing tnis law.

/SPECIFICAT UNS FOR CF WASTE TREATMENT LAGO[)N5
________________________________________________
-learing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment ard fill area,
and all excavated areas. All stumps ane roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of a3l debris' The
foundation area she! be loosened thoroughly before placement of
embankment material. Lagcon site (and pad site if needed) to be
stripped of topsoiI (34 and stockpiled for use on oike and pad
slopes (2-3"). The topsoilinO quantity is in excess of �amou�ts
specified on oage one 1).
Cu�-off Tre'`ch:
. -`/f trenc' (when specified/ shal1 be insialled as shown
the Vans=
Enna truction
------------
Construction of excavated and earthfUl areas shal be performed to
the neat lines and grades as pl/*nned. Deviations from this will
require prior apuro'al of the S[S. EarLhfill shall be placed in
max. of 6'' lifta and not placed in standing water. Compaction shall b;�
Verformec by the construction equipment or sheeps-fcot roller durinq
placement. The embankment ol the lagoon shall be installed usinq
the more impervious materials. Construction of fill heights shall
include Len (10) percenu for settlement. Tn protect against seepage,
when areas of unsuitable material are encountered, they will need tin
he excavated 9 minimum of one (1) foot beloE grade and backfilled and
comDacted with a SCS RpProved material (1e-CL`8C,CH). Refer to the soil
iaysstigat1on information in the Plans for special considerations.
Precautiuns should be taken euring construction to prevent excessive
erosicn and sedimentation.
Vegetation:
___________
All exposed embankment and other bare constructed areas shall be
seedej to the planned type of vegetation as soon as possible after -
construction - :cordnng to seeding specifications sheet'.

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ROY COOPER
Coveraior
MICHAEL S, REGAN
5errrtary
LINDA CULPEPPER
Director
NORTH CAROLINA
FnWr>onmentar QualIty
February 27, 2019
Betty Honeycutt
J & B Farm
PO Box 1916
Clinton, NC 28329
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https;Jldesl,nc.goy!abotrtldiyisionslwater-resoyfccs/water-quality-regianal-operatinnslafo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued covers a
udder
the State
Nan-Dischar a General Permits. you must submit an application for
permit coverage todc Division. Enclosed
you will
find a "Request
for Certificate of Coverage Faciliry Currently Covered by an
Expiripia State Nan-Dischar g General Permit." The
application Form must be completed, signed and rewmed by April 3, 20I9.
Please note that you must include one
(1) copy
of the
Certified Animal Waste Management _Plan _(CAWMP) with the
completed and signed application form.
A list
of items
included in the CAWMP can be found an p p—c 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A ��' �
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820189
Prestage Farms Inc
North Carolina DepartrnentoFEnvironmental Quality I Division ofWater Resources
512 N. Salisbury St. 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.90D0

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
l . Farm Number: 82-0189
2. Facility Name: 1 & B Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 1916
City: Clinton State:
Telephone Number: 9 I b-590-4762 Ext. E-mail:
5. Facility's Physical Address: 117 D H Ln
City: Turkey State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Joshua W,_Coombs
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Typcs:
Certificate Of Coverage Number:
Betty Honeycutt
NC
NC
Joshua W Coombs
910-299-4902 Ext.
Prestagc Uarnts Inc
Phone No.: 910-990-7077
Allowable Count
2,940
AW5820189
Zip: 28329
Zip: 28393
OIC #: 989920
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
73,094.00
2
73,100.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a Certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
/
Name: 1,.e ( 7 t% 1472I J e'(J (- Title: to
Signature:'-G""" `3 L Date.
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019